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315 N Lincoln St - Building
ELECTRICAL PERMIT 1 1 CITY OF PORT ANGELES 0 360 417 -4735 E N N Application Number 12- 00000223 Date 3/01/12 Application pin number 229143 Property Address 315 N LINCOLN ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06- 30- 00 -5 -0 -0250 -0000- on your excise tax form Application type description ELECTRICAL ONLY Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 Application desc Conduit repairs service and 1 -4 circuits Owner Contractor CITY OF PORT ANGELES OLYMPIC ELECTRIC CO INC PO BOX 1150 4230 TUMWATER PORT ANGELES WA 983620217 PORT ANGELES WA 98363 (360) 457 -5303 Permit ELECTRICAL ALTER COMMERCIAL f Additional desc 1 -4 CIRCUITS Permit Fee 246.00 Plan Check Fee .00 Issue Date 3/01/12 Valuation 0 Expiration Date 8/28/12 Qty Unit Charge Per Extension BASE FEE 86.00 1.00 160.0000 ECH EL -COM 201 -400 SRV FEEDER 160.00 Fee summary Charged Paid Credited Due Permit Fee Total 246.00 246.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 246.00 246.00 .00 .00 C3 c X .4 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN /?/lZ x,14'7 FINAL 13a 1) '2._- COMMENTS: 46424. I ..L.15 rLrc- A-L. TA .Ple+tV.g (..e t.'PE PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING 02/29/2012 13:30 FAX 360 452 3498 Olympic Electric Co. 4 PA CITY INSPECT 141.001/001 i;71 o 20'11 N o w e aut'r AI ELECTRICAL 0' CITY OF PORT ANGELES PERMIT APPLICATION INSPECTIONS Building Division /Electrical Inspections NIA.,,.., 321 East Fifth Street P.O. Box 1150 Port Angeles Washington, 98362 i Ph: (360) 417 -4735 Fax: (360) 417 -4711 Date: 02/29/2012 a Multi Family or Commercial* Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 315 NORTH LINCOLN Building Square Footage: Description of above REPAIR CONDUITS UNDER PIER Owner Information Contractor Information Name: CITY OF PORT ANGELES Name: OLYMPIC ELECTRIC Melling Address: PO BOX 1160 Mailing Address: 4230 TUMWATER City PORT ANGELES State: WA Zip: 88363 Cit P0R TAN0ELES State: WA Zip 96363 Phone: Fax: Phone: 380467.6303 Fax: 360. 452 -3469 License Exp. License Exp. oLYMPEC26sD1 Item Unit Charge (3yt Total (Qty Multiplied by Unit Charq Service /Feeder 200 Amp, 132.00 Service /Feeder 201.400 Amp. $160.00 1 100.00 Service /Feeder 401 -600 Amp 225.00 Service /Feeder 601 -1000 Amp. 288.00 Service /Feeder over 1000 Amp. 410,00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/O Service Feeder 74.00 Each Additional Branch Circuit 5.00 Branch Circuits 1.4 86.00 1 8e.00 Temp. Service/ Feeder 200 Amp. 102.00 Temp. Service /Feeder 201 -400 Amp. 121.00 Temp, Service /Feeder 401 -600 Amp. 164.00 Temp. Service /Feeder 601 -1000 Amp 185.00 Portal to Portal Hourly 96.00 Sign /Outline Lighting 88.00 Signal Circuit/ Limited Energy Multi Family 64 -00 Signal Circuit/ Limited Energy First 1500 sf Commercial 96.00 Note: $5.00 for each additional 1500 sf Renewable Electrical Energy 5KVA System or Less 113.00 Thermostat 56.00 Note: $5.00 for each additional T Stat 246,00 Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am makinc the electrical installation or alteration in compliance with the electrical laws, NEC. RCW. Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications, Signature of owner, electrical contractor or electrical administrator: Cash Check 0 Credit Card X Dated: /707_. 01/01/2012 ELECTRICAL PERMIT CITY OF PORT ANGELES 2 360 -4] 7 -4735 Application Number 12- 00000161 Date 2/16/12 Application pin number 994661 Property Address 315 N LINCOLN ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-5-0-0250-0000- your excise tax form Application type description ELECTRICAL ONLY on Y Subdivision Name to the City of Port Angeles Property Use (Location Code 0502) Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 Application desc 2 circuits for fire system heat tape Owner Contractor CITY OF PORT ANGELES OLYMPIC ELECTRIC CO INC, PO BOX 1150 4230 TUMWATER PORT ANGELES WA 983620217 PORT ANGELES WA 98363 (360) 457 -5303 Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit Fee 79.00 Plan Check Fee .00 11� Issue Date 2/16/12 Valuation 0 v 1 Expiration Date 8/14/12 Qty Unit Charge Per Extension 1.00 74.0000 ECH EL -COMM BRANCH CIR WO/ S/F 74.00 1.00 5.0000 ECH EL -ECH ADDNT BRANCH CIRCUIT 5.00 Fee summary Charged Paid Credited Due Permit Fee Total 79.00 79.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 79.00 79.00 .00 .00 d INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN 31 15 '11 1P21 FINAL 31.15 112— COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G: \EXCHANGE \BUILDING 02/13/2012 14:16 FAX 360 452 3498 Olympic Electric Co. PA CITY INSPECT 1001/001 4 A, 0 CITY OF PORT ANGELES PERMIT APPLICATION L1 EC\JT. Building Division/Electrical Inspections FE j 1 4 2` it 321 East Fifth Street P.O, Box 1150 Port Angeles Washington, 98362 Ph: (360) 417 -4735 Fax: (360) 417 -4711 ELECTRICAL INSPECTIONS Date: u2r13r3o12 ✓1 Multl- Family or Commercial` Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 21G NORTH LINCOLN Building Square Footage: Description of above CIRCUITS AND CONTROL PANELS POR HEAT TRACE TAPE owner Information Contractor Information Name; CITY OF PORT ANGELES Name; OLYMPIC ELECTRIC Mailing Address: 311 EAST FIFTH 8T Malling Address: 4230 TuuwArl H City; PORT ANGELES State: WA Zip: man City PORTANCELES State: WA Zip' 08383 Phone: PORT ANOELCO FBx, Phone: 3DMA874303 Fax. 2110.0 2-3400 00 License Exp, License Exp. O YMPEC2 *JD1 Item Unit Charge Qk Total (Qty Multiplied by Unit Charge) Service /Feeder 200 Amp. 5132,00 Service/Feeder 201 -400 Amp, 160.00 Service/Feeder 401 -600 Amp 225.00 Service /Feeder 601 -1000 Amp. 288.00 ServicelFeeder over 1000 Amp, 410.00 Branch Circuit W/ Service Feeder 5.00 Branch Circuit W/0 Service Feeder 74,00 7. oo Each Additional Branch Circuit 5.00 1 400 Branch Circuits 1-4 86.00 Temp, Service/ Feeder 200 Amp. 102,00 Temp, Service/Feeder 201 -400 Amp. 121.00 Temp. Service /Feeder 401.600 Amp, 164,00 Temp. Service /Feeder 601 -1000 Amp 165.00 Portal to Portal Hourly 96.00 Sign /Outline Li 66.00 Signal Circuit/ Limited Energy Multi- Family 64.00 Signal Circuit/ Limited Energy First 1500 sf Commercial 96.00 Note: $5,00 for each additional 1500 sf Renewable Electrical Energy 5KVA System or Less 113.00 Thermostat 56.00 Note: $5.00 (or each additional T -Stat 7e.00 Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor If above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C„ RCW. Chapter 19.28, WAC, Chapter 296 -46B, The City of Port Angeles Munlclpal Code, and Utility Speclflcatlons and PAMC 14,05.050 regarding Electrical Permit Applications, Signature of owner, electrical contractor or electrical administrator: Cash check CredltCard X ��tiwr/ Dated; 02/12/2012 0110112012 1 I Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 1 circuit demand heater Owner CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Permit Additional desc Permit pin number 188979 Permit Fee 73 50 Issue Date 7/13/11 Expiration Date 1/09/12 Qty Unit Charge Per 1 00 73 5000 ECH Fee summary Permit Fee Total Plan Check Total Grand Total WA 983620217 Charged 73 50 00 73 50 Signature of owner or Electrical Contractor X G \EXCHANGE,BUILDING ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 11 00000709 845634 315 N LINCOLN ST 06 30 00 5 0 0250 ELECTRICAL ONLY CENTRAL BUSINESS DISTRICT 0 Contractor ELECTRICAL ALTER COMMERCIAL EL BRANCH CIRCUIT WO /FEEDER Paid Credited 73 50 00 73 50 Plan Check Fee Valuation INSPECTION TYPE DATE. DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION 7 //g 4..? Date 7/13/11 REPORT SALES TAX 0000 on your excise tax form to the City of Port Angeles (Location Code 0502) OLYMPIC ELECTRIC CO INC 4230 TUMWATER PORT ANGELES (360) 457 5303 00 00 00 WA 98363 Due RESULTS 00 00 00 00 0 Extension 73 50 INSPECTOR. Date 07/12/2011 11 28 FAX 360 452 3498 Olympic Electric Co PA CITY .INSPECT 001/001 'CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical inspections 321 East Fifth Street P.O. Box 1150 Port Angeles "Washington, 98362 ELECTRICAL Ph. (360) 417-4735 Fax: (360)417 -4711 INSPECTIONS Date: 7 /j../// 1 2 Single Family Dwelling Multi Family or Commercial' /Commercial Addition Alteration Remodel Repair' Plan Review May Be equired, Please Complete EIectr aI Plan Review Information JobAddreea: ,J/s /r, L.o l74 Building Square Footage: Description dome r. i- -4.- Rte: Owner lnto fAJr Nam C t n Yr Melling Addreti: City State: 21p: Phone. Fax: License ft/ Exp. Contractor Information Name' (7yy.7�/ �1ir /i� MuIUng Addf�ess: 4'Z 1:..)J4/afi■ AFV Slate: c /-7 Zip: Sd re .t." phone; y1 z4" de? r Fax: /S-z T fe9o- License Exp. P9Z.. r��IJ.X 5 Item Unit Charge Qty Service/Feeder 200 Amp. 119,90 .Service/Feeder 201-400 Amp. 145.50 Service/Feeder 401.600 Amp 204.60 Service/Feeder 601 -1000 Amp. 28220 Service/Feeder over 1000 Amp. 372.50 Branch Circuit W/ Service Feeder 260 Branch Circuit WO Service Feeder 73.50 Each Additional Brandy Circuit 2.60 Temp. Service/ Feeder 200 Amp. 92.70 Temp. SeMoelFeeder 201-400 Amp. 110.30 Temp. Service/Feeder 401 Amp. 148.70 Temp. SeMce/Feeder 691 Amp 167.90 Portal b Portal Hourly 95.90 Slgn/OuUlne Lighting 88.20 Signal Circuit) Limited Energy First 1500 sf Commercial 95.90 Note: $5.00 for each additional 1500 d Signal Circuit/ Limited Energy 1 2 Family Dwelling 63.90 Signal Circuit/ Limited Energy Ililti -Fam'y Dwelling 63.90 Manufactured Home Connection 11910 Renewable Electrical Energy 5KVA System or Less 102.30 Thermostat 56.00 NEW Crit4FNUCIION ONLY: First 1300 Square FL $110.30 Each Additional 500 Square Ft or Won of 35.20 Each OulbuildIng or Detached Owego 73.50 Each Swimming Pool or Hot Tub $110.30 x r i Oid; 2/12//Y RECEIVE JUL 12 2011 Owner es defined by RCW.19:28:281 (1) Owner will occupy tie structure for two years alter this electrical permit is finalized. (2) Owner is required to hire an electrical contractor:if above said property is for sale, rent or lease. Permit expires.afer six months of fast inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in oompfiance with the electrical laws, N.E.C. RCW. Chapter 19.28, WAC. Chapter 296 -48B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Elechical Permit Applications. Signature of owner, efecblce! contractor or electrical administrator O Moak 0 ak LB' sdlt Card p 0110117010 1 Total IQty Multiplied by Unit Charge z7 Total PREPARED 6/02/11 9 31 06 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/02/11 ADDRESS 315 N LINCOLN ST SUBDIV TENANT NBR FEIRO MARINE LIFE CENTER CONTRACTOR ONA LANDSCAPING INC PHONE (360) 683 5741 OWNER CITY OF PORT ANGELES PHONE PARCEL 06 30 00 5 0 0250 0000 APPL NUMBER 10 00001349 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT/ RESULTS /COMMENTS BL99 01 6/02/11 L4 BLDG FINAL TIME 03 30 May 26 2011 8 07 14 AM 1pangrle DEBORAH 417 6254 BUILDING FINAL SIGN LATE AFTERNOON COMMENTS AND NOTES Linda Pangrle From Linda Pangrle Sent: Friday May 13 2011 10`06 AM To 'deborahm @feiromarinelifecenter org' Subject: RE Memo to City _Sign permit extension Hi Deborah, Thanks for the permit extension request letter Our building inspector, Jim, approved your extension request. Your permit is extended through 11,r 11 12- Linda From Deborah Moriarty fmailto. deborahm(dfeiromarinelifecenter .oral Sent: Thursday, May 12, 2011 12 52 PM To: Linda Pangrle Subject: Memo to City _Sign permit extension Dear Linda, Thanks for the heads -up' Deborah Moriarty Feiro Marine Life Center 1 P 0 Box 625 Port Angeles Washington 98362 360 -417 -6254 deborahm @feiromarinelfiecenter org Date: May 12, 2011 To Linda Pangrle, City of Port Angeles From Deborah Moriarty, Director Feiro Marine Life Center 417 -6254 Re: Time extension for permit for signage for Feiro Marine Life Center Feiro Marine Life Center (FMLC) requests an extension of time for the installation of the sign at the center at 310 North Lincoln Street. The application number is 10- 00001349 and is to expire on May 17, 2011 FMLC is requesting an extension in time until June 17, 201,1 Thank you for your notification and please let us know if there is anything more you require Sincerely, Deborah Moriarty Feiro Marine Life Center Feiro Marine Life Center Memorandum Board Members; Orville Campbell, David Morris, Betsy Wharton, Jackie Jardine Moore, Barb Maynes, Tom Sanford, Lloyd Eisenman, Mary Sue Brancato, Shirley Anderson The Feiro Marine Life Center is a 501(c) (3) nonprofit corporation Linda PanFie From Deborah Moriarty [deborahm @feiromarinelifecenter org] Sent: Thursday May 12, 2011 12 52 PM To- Linda Pangrle Subject: Memo to City _Sign permit extension Attachments Memo to City _Sign permit extension doc Dear Linda, Thanks for the heads -up! Deborah Moriarty Feiro Marine Life Center Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 23 SF PROJECTING SIGN 8 SF SCULPTURE Owner CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Special Notes and Comments November 16 2010 4 30 39 PM Sign permit allows a 39 sq ft PBP zone No land use issues Fee summary Permit Fee Total Plan Check Total Grand Total /I H Y /0 T:Forms /Building Division /Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983620217 10 00001349 509298 315 N LINCOLN ST 06 30 00 5 0 0250 0000 FEIRO MARINE LIFE SIGNS CENTRAL BUSINESS DISTRICT 30000 Contractor ONA LANDSCAPING INC 21 CRAIG AVENUE SEQUIM WA SEQUIM (360) 683 5741 SIGN 23 SF PROJ SIGN /8 SF SCLPTR 177535 115 00 11/18/10 5/17/11 Qty Unit Charge Per 1 00 115 0000 PER S F/S OR PROJ SIGN 25 SF sroberds projecting /awning sign in the anticipated Charged Paid Credited 115 00 115 00 00 00 00 00 115 00 115 00 00 aeb fAk Ploy ia v y 0 /kl4 Date 11/18/10 CENTER WA 98382 Plan Check Fee 00 Valuation 30000 Due Extension 115 00 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 1 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type FOUNDATION: Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab Wall Floor Ceiling MECHANICAL. Heat Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting T /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECT IONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 Date I Accepted By I Comments FINAL Date FINAL Date PLANNING DEPT Separate Permit #s SEPA. Parking Lighting 1 ESA. Landscaping 1 SHORELINE. Accepted by Accepted by crl -t FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 i J Building 417 -4815 6) Z 11 I Project Address Business Name Parcel Number o� PLC- >x o 22P> A $47 00 x 85 00 x 1500 x I SIGN PERMIT APPLICATION CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent M co ylpt,t 4 CQ4tt Property Owner t q rp Property Owner's A 0, ,-1 T 4 i f .Contractor /Engineer tn., 1 m Ralik( 11 ON A Lat gh Contractor /Engineer's Address I �,r R. S i License OK i A l 2 �o tExp l=-1(1 c1 t r 2Piri Z ern o 4‘ c s c ,we- CEM Lot Submit an 8 1/2"x 11 "site plan three its of plans that include. Type of sign (wall- mounted, projecting, freestanding, illumi ted, other 4 2 C Placement and sq. ft. area H the df 11\ How o Clnfl yen illh o securely ire I attached h o (Engineering cn nc may o required i. .,r freestanding cike) Separation distance between the bottom of projectin and freestanding,signs and the surface below See `Chapter 14.36 Sign Code' of the City of P Angeles Municipal Code for sign requirements. Sian Type Brief Description. (Type, location, s Sign #1 Si�g/ #2 Si #3 Si i Tots (Unit charaes Unit Charge Quanti mu plied by auantitiesl GRAND TOTAL uc ,o0 afkAimd es _v h Sf pryit in ink For City Use O Tate Received_ Permit 10 Date Approve --104 0_44..15n l c 60 L ip �a5 $0g 0_1 of 7 cie2 2, Zoning (;gD lCae (91024-1 ec r Ot -t' r I c S vi SS S 1 e 4-P Sign(s) Type of Sign Valuation S .3O 0 Ott) All signs less than or equal to 25 so. ft. Wall sign or marquees, over 25 sq. ft. Freestanding sign or projecting sign, over 25 sq ft. Make Checks Payable to: City of Port Angeles Credit Cards (Except American Express) are accepted Nte E isting sign(s) ar. g ft. Proposed sign(s) area _3 sq. ft. Total sign(s) ar( �j7. ft. to S5a.nk Building fa9ad area (heigh O,ZS X widt Chq. ft. (If a building has more than one business in it only measure the area of the bull e that is used by the business applying for this permit.) I have re- and completed this application and know it to be true and correct. I am authorized to apply fo this permit and understand that it is my responsibility to d rrryirre what p- its a; require' and to obtain permits prior to working on projects. Date J -]c /LPrint Name Signature T:Fyms /Building Division /Sign Permit Application.doc k r Suer R.- use, kh e s,r -mt+ afp (IC:ai'►o;n no} oul, tAi h per tmi4 o ,1 ikCiai on '5)■ ;0; 4 4 1. :11 4 1. =W- q' .0,,, t4=-, q,. q: 4•Yi ,r 1147:0 ---i; fP. -Or 77 'T ii i i i:: .rof C_OAn4I4/>1.`i7/ -0 i :t .e.N. I 5gg../b4ra 9 ..i..., 1,9 4 f. 0„,, 1:1, ..4 3 er e'r.g 'CA:t. ere',: '.0 i '.1.an. ..fili ..s •j1„ '1 r ,i i t 1 01 't ;;:rey-tl,i;' rri. '.■i.,::1 4 Lt Deer Park Designs Copper Wood by Clark Mundy PROJECT PROPOSAL Prepared for Feiro Marine Life Center Date: June 1, 2010 Proposal. Facade Renovation. A hand hammered copper sculpture and sign to identify and enhance the entrance of the Marine Center Cost Estimate: $8,000.00 SCOPE OF WORK Imagine a fully three dimensional copper sculpture above the entrance to the Feiro Marine Center, sparkling in the sun. A welcoming crab with her arms up, being nudged by an opportunistic octopus, with salmon swimming nearby They sit atop an arched hammered copper sign with 10 inch lettering, and are clearly visible as you enter Port Angeles from the east via Front Street. The sign itself is 20 feet in length and one foot high, hand hammered from 32 oz sheet copper The creatures cavorting above it are another 1 ft high, for a total dimension of 20 ft by 2 ft. The entire copper and stainless steel structure weighs approximately 125 lbs, and bolts solidly to the 6" x 16" glue laminate beam above the doors. This hand hammered copper sculpture will be a one -of -a -kind art piece, which will last forever It is designed to attach securely to its outdoor location, and to withstand wind and weather, yet still be moved to another location if necessary It will be coated with automotive lacquer for a long lasting finish, and bolted carefully to the building. See attached materials, which include a bio of the artist, photos of previous work, his initial rendering of the sculpture, and a draft installation diagram. COST BREAKDOWN 3856 Deer Park Rd Port Angeles,WA 98362 phone: 360- 452 -4575 cell. 360- 912 -1193 email. clarkna.connersalmon.com web: www.coppersalmon.com Design, materials, and creation. $6,000 Professional automotive coating. .$1,000 Contractor consultation installation. .$1,000 Total. .$8,000 PREPARED 7/17/09 8 24 03 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES LIERLY ADDRESS 315 N LINCOLN ST SUBDIV TENANT NBR CITY OF PORT ANGELES CONTRACTOR JACKSON S SIGNS GRAPHICS PHONE (360) 457 3703 OWNER CITY OF PORT ANGELES PHONE (360) 417 4750 PARCEL 06 30 00 5 0 0250 0000 APPL NUMBER 09 00000413 SIGNS PERMIT SIGN 00 SIGN REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 7/17/09 PAGE 3 DATE 7/17/09 BLDG FINAL July 16 2009 9 10 34 AM 1pangrle I CAN T GET JACKSON TO ANSWER HIS PHONE AT 457 3703 BUT I THINK THESE SIX SIGNS ARE READY FOR INSPECTION BLDG FINAL SIX PEDESTAL INTERPRETIVE SIGNS SEE THE NEXT PAGE FOR LOCATIONS OF THE SIGNS COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PQRT ANGELES, WA 98362 Application Number 09 00000413 Date 5/12/09 Application pin number 082317 Property Address 315 N LINCOLN ST ASSESSOR PARCEL NUMBER 06 30 00 5 0 0250 0000 Tenant nbr name CITY OF PORT ANGELES Application type description SIGNS Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 18000 Application desc SIX 30 X 18 PEDESTAL SIGNS IN VARIOUS LOCATIONS Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES (360) 417 4750 WA 983620217 JACKSON S SIGNS GRAPHICS 472 MT PLEASANT RD PORT ANGELES WA 98362 (360) 457 3703 Permit SIGN Additional desc 6 F/S PEDESTAL SIGNS Permit pin number 145516 Permit Fee 00 Plan Check Fee 00 Issue Date 5/12/09 Valuation 18000 Expiration Date 11/08/09 Special Notes and Comments May 11 2009 4 48 01 PM sroberds The proposal is to install 6 30 x 18 freestanding pedestal interpretive signs on City properties No negative land use anticipated Fee summary Date Charged Paid Credited Due Permit Fee Total 00 00 00 00 Plan Check Total 00 00 00 00 Grand Total 00 00 00 J 00 Ona P-09 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state'or local law regulating construction or the performance of construction. T:FonnsBuilding DivisionBuilding Permit Print Name Signature of Contractor or Authorized Agent 05 J4co Sig tore of Owner (if owner is builder) FOUNDATION Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor Shear Wall Hold Downs Walls Roof Ceiling Drywall (Interior Braced Panel Only) T -Bar INSULATION. Slab Wall Floor Ceiling MECHANICAL. Heat Pump Fumace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping T.Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Electrical Inspections 417 4735 Public Works Utilities 417 4831 Backflow Prevention Inspections 417 4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments Inspection Type Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 FINAL Date Accepted by FINAL Date Accepted by SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By v Oct' I u_ Applicant or Agent JacksOn's Signs City fort Angeles Property Owner's Address e eo x I I PR (,v A .123 (oZ Contractor /Engineer _,_Jackson's Signs Phone 457 -3703 Contractor /Engineer's Address 472 Mt. Pleasant Rd. Port Angeles, WA 98362 License iacksse 022M1 Expires 1 -28 -2011 316 N l)`tn City Fier- and Estuary- Pocket park North side Railroad Ave (see attar:he( tIrwing) Lot Zoning Submit two sets of plans 8 a site plan that includes. Type of sign (wall- mounted: projecting, freestanding,_illumir'ated, other Placement and sq: ft. area How the sign will be:securely attached :(Engineering:specs maybe required for freestanding signs) Separation distance between the bottom of projecting and f eestanding signs and the surface below See "Chapter 14 36 Sign Code" of the City of Port .Ange Municipal Code for sign requirements. Sign Tvoe Brief. Description. (Type, location, sq. ft.) Property Owner Project Address Business Name Parcel Number Sign #1 Sign #2 Sign #3 Sign #4 SIGN PERMIT APPLICATION Print in.ink CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360).4:17 -4815 fax (360) 417 -4711 6 (six) 30 "x18" freestanding pedestal signs City Pier and Estuary- Pocket nark North side Railroad Ave. Totals (Unit charoes Unit Charge Quantity multiplied by quantities) $47 00 x $85 00 x $115 00 x (slLA T:Forms /Building. Division/Sign Permit Application.doc GRAND TOTAL N/A Total sign area sq. ft. Date 5 -7-04 Print Name JA- S t' For City Use Only Date Received_,S —O —'1 errnit ()9 4 I ate Approved Ph e 1 457 -3703 Phone ‘1/4. Sign(s) e S,�t� Toe of Sign Valuation I 000 No k r All signs less than 25 sq. ft. -N"e per Z1 Wall or Marquees, over 25 sq. ft. Freestanding and projecting, ever 25 sq ft. Make Checks Payable to: City of Port Angeles Credit Cards (Except American Express) are accepted Maximun allowed sign area sq. ft. I have read and completed application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my re e ponsibility to determine what permits are required and to obtain permits prior. to working on project Signature al/64 t a co co C" 3 0 1 C:7 m., O 0 I -co n 2., cv E. -01, CD o 0 co --b 0 CD w CI co 0 fo c. s• 6.. CD CY 5: 70 2 G) r- 19191 Downtown Fort Angeles 0 0 in 5 a -ff 0 1 1 i c.111' l''..< Cn S 0 5 CD 7, S. r° i+ o o t CT CD CD 4. 0 2 0 t -a ii CD rD P a 4 0 1 3 a floor of tower at estuary N.. rl On railing in John Komiza Park Bridge Estuary Oak c'i,reet Laurel 5 Lin ;bin Street Location of Interpretive signs Ccvered Awning Pocket park on north side of Street 4 x Railroad Ave Front Street City Fi er/ 21 k 0 1 sign on top floor tower south/east corner 1 Sign on top floor tower north/west corner .s Fi ro Marine center In grass area north of waterfront Trail sign 1---.N? 472 Mount Pleasant Rd. Port fin8eles. Wd 98362 Yli1 c500-A.A3 Waterfront trail Mount on front of railing Estuary John Romiza Park Estuary Park Tower North/West corner Dolt to wooden deck Grass area north of Waterfront Trail sign city pier Pour pad bolt to pad Historic T AN Downtown Oa. ‘irolKil AN EI2E, 472 Mount Pleasant Rd. ..(ijk Port fin8eles. Wa 98362 Art5w6 South/East corner on tower city pier bolt to wooden deck North/West corner Tower city pier Dolt to wooden deck Railroad Avenue North side pocket park Bolt to sidewalk. OF PORT i �v 14 L/C WOO Application desc Strait Thunder Hydroplane Races RUP #08 35 Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Fee summary T•\Policies \1 102.15R [1/051 Qty Unit Charge Per WA 983620217 BASE FEE CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 08 00001138 Date 9/26/08 Application pin number 049196 Property Address 315 N LINCOLN ST ASSESSOR PARCEL NUMBER 06 30 00 5 0 0250 0000 Tenant nbr name PENINSULA WATER SPORTS Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning CENTRAL BUSINESS DISTRICT Application valuation 0 OWNER Permit RIGHT OF WAY Additional desc STRAIT THUNDER HYDRO RUP #08 35 Permit pin number 134155 Permit Fee 70 00 Plan Check Fee 00 Issue Date 9/26/08 Valuation 0 Expiration Date 3/25/09 Charged Paid Credited Due Permit Fee Total 70 00 70 00 00 00 Plan Check Total 00 00 00 00 Grand Total 70 00 70 00 00 00 Extension 70 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date SWER'CON ECTION SANITARY STORM SITE DRAINAGE DRNEWAY APPROACH BACK= FLOW`DEWCE CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER;, INSULATE OR CONCEAL ANY: WORK. BEFORE. INSPECTED AND ACCEPTED. POST PERMIT.IN A CONSPICUOUS LOCATION KEEP PERMIT;CARD AND APPROVED PLANS. AT JOB SITE SITE:EROSION'CONTROL PAR �SIDEV✓:?cLK CUR&8i GUTTER T4971cish140251'SR?01 INSPECTION TYPE DATE ACCEPTED COMMENTS PW UTILITIES (EngineeringDivision) WATERLINE Y.METER ;RESIDENTIAL ;CONSTRUCTIQN:R:W 4PW ;ENGINEERING` TIRE' ;PLANNING DEPT: BUILDING 417 -4807 417.4653 .I 417 -4750 ,I 417 -4815 PERMIT INSPECTION RECORD YES 1 NO FINAL INSPECTIONS REQUIRED PRIOR TOOCCUP.ANCY/USE DATE YS5* °COMMERCIA:I;. CONSTRUCTION RW ?IN], ENGINEERING' !FIRE DEPT. PLANNING DEPT BUILDING Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES Construction Type Occupancy Type Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge 1 00 14 0000 Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983620217 Structure Information 000 000 TYPE V NON RATED ASSEMBLY 1K W /STAGE NUMBER OF UNITS BUILDING PERMIT COMMERCIAL CITY PIER STAGE REMODEL 99036 109 75 Plan Check Fee 71 34 4/25/07 Valuation 2318 10/22/07 Per BASE FEE THOU BL 2001 25K 07 00000358 889792 315 N LINCOLN ST 06 30 00 5 0 0250 0000 CITY PARKS COMM REMODEL CENTRAL BUSINESS DISTRICT 2318 Contractor OWNER (14 PER K) Special Notes and Comments Public Works Utility Engineering has no requirements for this plan review Date 4/25/07 Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due 109 75 109 75 00 71 34 71 34 00 4 50 4 50 00 185 59 185 59 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection J..hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and,ordmar``ces governing this type of work will be complied with whether specified herein or not. The granting of a permit does not pres urne to me ut rity to violate or cancel the provisions of any state or local law regulating construction or the performance of con 7 77 4/72 (7 7 ignature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] 1 00 Extension 95 75 14 00 00 h n4le 00 00 00 51/E-16 I FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE INAGE DOWN SPOUTS PIERS' POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL ROUGH -IN HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY ELECTRICAL LIGHT DEPT INSPECTION TYPE DATE CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policiesll 102 15 building permit inspection record05 wpd [1/4/2005] BULLDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IA'SPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. 1'ES NO ACCEPTED I FINAL FINAL MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT 4's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING COMMENTS DATE ACCEPTED BY. DATE ACCEPTED BY. DATE I ACCEPTED 1 YES I NO PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: City Pier Stage Address 315 North Lincoln Plan 07 -10 Com Residential Date. 4 16.2007 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. NOTE Pnor to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by ItICQ( gir Building Department Copy Contractor/ Owner Copy Fire Department Copy Date: is 1 s 0E, 0 7 FOR OFFICIAL UST ON Y BUILDING PERMIT APPLICATION Date a N /05101/ Permit c '7 3 Fill out COMPLETELY and in INK.. Your application and site plan MUST BE Date a. COMPLETE to be accepted for review If you have any questions, call PP�'o "e3: PERMITS (360) 417 -4815 FAX(360)417 -4711 Address: City PROJECT ADDRESS �/7 G ea( T ,FGAL DESCRIPTION Lot: Block. CLALLAM COUNTY PARCEL NUMBER. TYPE OF WORK. Residential New Constr. Re roof Stove Multi family Addition Move Garage Commercial Remodel Demolition Deck Repair Sign Other BRIEF DESCRIPTION OF THE PROJECT COMMERCIAL/RESIDENTIAL. Occupancy Group. No. of Stones: Lot Size: Existing Sq Ft. Total lot coverage PLANNING USE ONLY ESA/Wetland(s) Yes No SEPA Checkhst required? Yes No Other T•\FORMS\B1dgPermitform.wpd Applican pl t,Date Issued. (9 Zip i /7 ZONING C� /Z� Subdivision. Occupant Load. Construction Type. Proposed Sq Ft. TOTAL Sq Ft. Date: Applicant or Agent. /4/77 /�i`'9 (elf /Ay Gl 1 4 Phone. Owner erti /9/7 4 e/e__I Phone. U 4(7 7 SO Address: /2 /XV 67 City /C'g/ /Y 7.- Zip Architect/Engineer li/a�rN45"e .8 /.4 Se-c/a) Phone. z- 1-5 (p Contractor Gc'rie7 6-ei=c State License l C1 Exp Phone. Ysz 2,2�� SIZE/VALUATION SF /SF SF /SF SF /SF TOTAL VALUATION r■i 1\-.,\ c 7\ ma c P 1 2 1 n ur• u l� APPROVALS PLAN BLDG DPWU FIRE. 0 TFIT,R VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPL ATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the apphcant up to 180 days upon wntten request by the apphcant (see Section R105.3.2 of the International Building/Residential Code, 2003). No apphcation can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand tha my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to wor Pr e 0604e r Os PC, Pc 74 0 b C:), 5 is t-1 J C=\bow G‘v\A BfUS ej (Tex ho a, s tD/0 GWK:tf April 5, 2007 W A S H I N G T O N U S A Public Works Utilities Department Port Angeles Regional Chamber of Commerce Russ Veenema 121 East Railroad Ave Port Angeles, WA 98362 RE Port Angeles Transfer Station Waste Disposal Application, WDA 07 -13, demolition matenal from stage remodel building permit HTE 07 -358 at City Pier, Port Angeles, WA We have received your application for disposal ofbuilding demolition debns from the referenced site and reviewed the information submitted. The debns appears to be acceptable for disposal at the transfer station. A copy of your approved application is attached. This approved application must be shown to the landfill scale attendant at the time of disposal. Wood material is to be disposed of at another source. Please be advised that this disposal application is only for the matenals and quantities listed in the application. Matenals not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions. Very truly yours, Gary W Kenworthy P.E City Engineer Deputy Director of Engineering Services Encl. WDA 07 -13 Copy Claudia Stromski N:\PWKS\ENGINEER \W DAPPLIC \07 -13 W PD FILE. Landfill Solid Waste Disposal Applications Phone 360- 417 -4805 Fax 360- 417 -4542 Website www cityofpa.us Email publicworks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 COPV LI 0 SA a alcieNe PoSA, oc" de .4 1-1.04.,`R... 1 A e 1/2( u cAL,c p n 4 _41 lt ookyl z ,g T poo8 134 Q14 4 L„q2 1 4711_0) jvmeg yorr4 anli6 Viv 0)1) oiA 11 1 -11' X 1 1:7” 90 degree flashing 3:4' T8,6 o=:b BQIA ID tv1EMBPAHE 3:4' T &13 nsb c11-7 T LP! Joists «j' 16' OC Simpson H5 2X4 DF pony Wall 16' f);i 12" AC plywood si +lilrjj Steel vent 2X4 PT plate sti optional I x4 tam PS eis a4'd Xl/7 N v /7702 mob i/ 9,4 Goon `,141„ s' y 6 5 a#/Jtsri QM/ „2 1 96 Z' /r Lsod rau1QQd –77 1[LSN/ 2 L '6 RLE CITY OF PORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on the+eunder when in violation of all codes and ordinances of this jurisdiction. Zooms Approval Date „96 4 1.)orLk al Iv] A 1\ 26 G4.4 5 434 4c/t/ eet Co a 7APEIL. (69 CA/ (N 44' eiry /g/z-Z ,57 P1 V■ZS APPLON ED PORf AiNGELES BRE DEPT DATE H RDQ 7 f ,ORr ~ lO~~~ ,. :\z.-- ~~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 o ~ , Application Number Application p~n number Property Address ASSESSOR PARCEL NUMBER. Appl~cation type description Subd~v~s~on Name Property Use Property Zon~ng Appl~cat~on valuat~on 07-00001025 Date 144925 315 N LINCOLN ST 06-30-00-5-0-0250-0000- PUBLIC WORKS UTILITES 9/05/07 r- o ~ 0\ CENTRAL BUSINESS DISTRICT o Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES WA 983620217 OWNER Permit Add~t~onal desc Perm~t p~n number Perm~t Fee Issue Date Expiration Date RIGHT OF WAY RUP #07-46 STRAIT THUNDER RACE 110346 70.00 Plan Check Fee 9/05/07 Valuation 3/03/08 .00 o Qty Unit Charge Per BASE FEE Extension 70 00 w ~ 0) Fee summary Charged Paid Cred~ted Due ----------------- ---------- ---------- ---------- ---------- Perm~t Fee Total 70 00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70 00 70 00 .00 .00 z c ;5 ~ ..--- :5 -+ Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180'da}iS after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T.\Pohcles\1102.15R [1/05] PERMIT INSPECTION RECORD CALL 417-4807 FOR UTlLITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engmeenng DIvIsIon) WATERLINE I METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRlVEW A Y APPROACH BACK-FLOW DEVICE I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R W. I PWI CONSTRUCTION - R. W ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T \Pohcles\1102 15R [l/05] dPV"~. rSfi~~ Da "-'~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DrvlSION ,21 EAST 5TH STREET. PORT ANGELES. WA 98162 Application Number Application pin number - . Property Address ASSESSOR PARCEL NUMBER' Tenant nbr, name Application type description Subdlvlsion Name Property Use Property Zonlng Application valuation 07-00000358 Date 889792 315 N LINCOLN ST 06-30-00-5-0-0250-0000- CITY PARKS COMM REMODEL 5/31/07 CENTRAL BUSINESS DISTRICT 2318 Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES WA 983620217 OWNER Construction Type Occupancy Type Other struct info Structure Information 000 000 TYPE V NON-RATED ASSEMBLY < 1K W/STAGE NUMBER OF UNITS 1 00 ~ '\ Permit Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Explratlon Date ELECTRICAL ALTER COMMERCIAL APS/ STAGE LIGHTING & RECEPTS 103036 APS ELECTRIC 58 00 5/31/07 11/27/07 Plan Check Fee Valuation 00 o t ~ ~ , Other Fees STATE SURCHARGE 4 50 ~ < ~ t ~ '\ ~ ~ l'\ ~ ~ (\ Qty 1 00 Unit Charge Per 58 0000 ECH EL-COMM ALT <5 CIRCUITS Extension 58.00 Special Notes and Comments Public Works Utility Engineering has no requirements for this plan review Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 58 00 58 00 .00 .00 Plan Check Total 00 .00 .00 00 Other Fee Total 4 50 4 50 .00 00 Grand Total 62.50 62.50 00 00 & 1 ~ ~ COMMENTS/ ACTION NEEDED ELECfmCAL PERMIT INSPECnON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. " , KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE lNSPECTlON TYPE DATE COMMENTS NO " \' GENERAL COMMENTS: ;; ~ - ~- ~_ ~- ~v.:.: ' \ PW:l10215(~ ' "' . CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type descript10n Subdivision Name Property Use Property Zoning . . . Appl1cation valuation 7/15/05 05-00000378 Date 665624 315 N LINCOLN ST 06-30-00-5-0-0250-0000- COMM REMODEL '- ~ , " . CENTRAL BUSINESS DISTRICT 505000 Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES WA 983620217 OWNER Structure Information 000 000 CITY PIER Construct1on Type . . TYPE IV HEAVY TIMBER Occupancy Type STADIUMS, REV STANDS Permit . . . . . Add1t1onal desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT - COMMERCIAL 50518 3281.00 7/15/05 1/11/06 Plan Check Fee Valuation 2132.65 505000 Qty Unit Charge Per Extension 3257.25 23.75 BASE FEE 5.00 4.7500 THOU BL-500,OOl-lM (4.75 PER K) Special Notes and Comments There is Shore Power Attached to the Pier. Contact Al Oman 417-4735 for Additional Information. 05/18/2005 04:59 PM JHEBNER ---------------------------- There 1S No Confl1ct with the Electric Utility Fac111ties, but there is Shore Power on the Pier. 05/18/2005 04:59 PM JHEBNER ---------------------------- Public works electrical engineering has no requirements for this plan reV1ew. 05/18/2005 05:00 PM JHEBNER ---------------------------- Any mod1fications to the City'S electrical facilities will be at the customer's expense. 05/18/2005 05:01 PM JHEBNER ---------------------------- Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Perm1t Fee Total 3281.00 3281. 00 .00 .00 Plan Check Total 2132.65 2132.65 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 5418.15 5418.15 .00 .00 v ~~ if f' I ~~ fZ~~ ) -, "7 - c C=- ~ f Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and publiC Improvements. ThiS permit becomes null and void If work or construction authorized IS not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined thiS application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work Will be complied With whether specified herein or not The granting of a permit does not presume to give authOrity to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. -ref'" L()~ Signature of Contractor or AuthOrized Agent 1h'5/oe;; Date Date Signature of Owner (If owner IS bUilder) T \Pohcles\1102_15 bUlldmg penn1l mspectIon record05 wpd [1/4/2005] ..4 v BUILDING PERMIT - APPLICATION II II Fill out COMPLETELY and in INK. Your application and site plan MUSTjBljf COMPLETE to be accepted for review. If you have any questions, calU PERMITS (360) 417-4815 FAX(360)417-4711 , , , ' FOR OFFIClAL..::h: ~L y ate Rec t!J~ 'II ~ ~'Permlt # (05"- c~7'3 I. ate Approved ~ Date Issued Appl1cant or Agent: Tea \ ~o.n'c.'h Owner: C,ti Ot-I'O(f t:\(\~\e(J Address: '3'1.\ E.o(,r Fi~\1, Street Phone: 411- 4811 Phone: 5O-lY\e CIty: pon' A00J~..\eS ZIp: q<O~(o2 Phone: 425 -14/- 3000 ArchItect/Engmeer: l'<e,Q mido\eton ",. Contractor lJnKnou..)n -.t e\". p<O)I::.U will 'oc Q\d State License #: Exp: Phone: Address: CIty: ZIp: ZONING: PROJECT ADDRESS: 3\? Nann I.\nc..o\n S\"(eet LEGAL DESCRIPTION: Lot: Block: CLALLAM COUNTY PARCEL NUMBER: SubdlVlSlon: -J Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: o ResIdentIal 0 New Constr. 0 Re-roof o MultI-family 0 AddItIOn 0 Move o CommercIal 0 Remodel 0 DemohtIOn o Reparr 0 SIgn BRIEF DESCRIPTION OF THE PROJECT' City: Exp. Date: SIZEN ALUATlON: o Stove 2LP.9'iS" SF @ $ /SF. = $ o Garage SF. @ $ /SF = $ o Deck SF @ $ /SF. = $ ~ Other C1t'l ~ie..(" TOTAL VALUATION $ 50'5,000 COMMERCIAL/RESIDENTlAL: Occupancy Group' No. of Stones: Lot SIZe: EXisting Sq. Ft. Total lot coverage % Occupant Load: & Proposed Sq. Ft. ConstructIOn Type' = TOTAL Sq. Ft ESAlWetland(s): 0 Yes 0 No SEPA ChecklIst requrred? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: VALUATION OF CONSTRUCTION. In all cases, a valuation amount must be entered by the apphcant. Tills figure wIll be revIewed and may be revIsed by the Bmldmg DIVISIOn to comply wIth current fee schedules. Contact the Penrut Coordinator at 417-4815 for assIstance. PLAN CHECK FEE' IF a plan check fee IS due It must be subll11tted at the trme the bmldmg penrut apphcatIOn and constIuction plans are subll11tted. All other penrut fees are due at the trme of penmt Issuance EXPIRATION OF PLAN REVIEW: Ifno pernnt IS Issued wIthm180 days ofthe date ofapphcatIOn, the application will expire. The Bmldmg OffiCIal can extend the tJ.me for actIOn by the apphcant up to 180 days upon wrItten request by the apphcant (see SectIOn Rl05.3.2 of the International Bmldmg/ResIdentml Code, 2003). No apphcatIOn can be extended more than once. I hereby certify that I have read and examined this applicatIOn and know the same to be true and correct I am authorized to apply for this permit and understand that it /s my responsibility to determme what permits are required ,not the City's, and that I must obtam such permits prior to work. T \RVESS\BLDG-forms-brochures\2004-BU11dmgpermlt wpd Apphcant. -rem L fb rt(,h Date: t;J /oJoS ; i~~~ -: ~~ " \" .~ "' ------ ~ --" \l"'- .....,'-~ ______fi~O'Y ---- ( I I ;1 0: .., I II~ 8 ~ .. : / r// / / / / / o I I l I I I I I I I I / I / I I I I / ! ----.... - "- " \ \ \ \, \ \ I I I { I I I I I I I { I I I / " / / / / / I I I / / / / / / / f I .llillL EXISTING PILING NOT SHOWN FOR CLARITY o I I PARKING '- ~ ."V~ 11/03/2004 147 pm 1\24\04\005\p.,m,t\P,m\-2 dwg PIER PLAN SCALE: 1 "=80' PURPOSE' REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER SCALE IN FEET DATUM MLLW = 0 O' I 80 o I 80 IN' PORT ANGELES HARBOR AT' CITY OF PORT ANGELES COUNTY OF, CLALLAM APPLICATION BY CITY OF PORT ANGELES Jo 01()Ol3 ~=r ADJACENT PROPERTY OWNERS 1 PORT OF PORT ANGELES 2 WHC 839. LLC 3 VOANG KHOAN NAME: CITY OF PORT ANGELES ADDRESS: 321 EAST FIFTH STREET P.O BOX 1150 PORT ANGELES. WA 98362 SHEET 2 OF 6 DATE' NOV 2004 / ' ~ORT ANGELES FIImg Fee *$15000 *Admm $ 7500 WAS H I N G TON, USA CITY OF PORT ANGELES ENVIRONMENTAL CHECKLIST Purpose of Checklist: The State Environmental Policy Act (SEPA), Chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully to the best of your knowledge. In most cases you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply" (N/A). Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if YOU can. If you have problems please ask the City Planning Department employees to assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. BACKGROUND 1. Name of proposed project: Port Angeles Municipal Pier Repair A. Address or general location of site: 315 North Lincoln Street 2. Name, address, and phone number of applicant: Terri Partch, Assistant Civil Engineer II 321 E Fifth Street PO Box 1150 Port Angeles, WA 98362-0217 3. Name, address and phone number of contact person if other than applicant: 4. Date checklist prepared: August 13, 2004 5. Agency requesting checklist: CITY OF PORT ANGELES 6. Proposed timing or schedule (including phasing, if applicable): Fall 2004 or Spring 2005 (depending on permitting time) v .EilVlromnental ChecklJst Page 2 A. What is the long term objective of this proposal? Preservation of the municipal pier and continued safe use. 7. activity B. How does this project relate to long-term plans? The project is a maintenance project and not a part of any long term plan. ? If yes, Do you have any plans for future additions, expansion, or further related to or connected with this proposal explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: A Joint Aquatic Resource Permit Application and a Specific Project Information Form will be prepared and submitted to the U.S. Army Corps of Engineers, to NOAA Fisheries and U.S. Fish and Wildlife Service, to Washington Department of Ecology, and to Washington Department of Fish and Wildlife for review and comment. Also, a Shoreline Habitat Assessment was prepared in 2001. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? None If yes, explain. 10. List any government approvals or permits that will be needed for your proposal, if known. A Joint Aquatic Resource Permit Application and a Specific Project Information Form will be prepared and submitted to the U.S. Army Corps of Engineers, to NOAA Fisheries and U.S. Fish and Wildlife Service, to Washington Department of Ecology, and to Washington Department of Fish and Wildlife for review and approval. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) The Project will repair 18 timber piles by driving new timber piles adjacent to damaged piles. Thirty two pier fender piles and 62 of the cross bracing members will be replaced. EVALUATION F'OR AGENCY USE JEh'llfOn!rlental Checklist Page 3 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 315 North Lincoln Street, Port Angeles, Washington PROJECT SPECIFIC ACTIONS: Complete this section if your proposal involves a project specific action such as a subdivision, new construction, a new or expanding business, a site specific rezone (not area-wide), a conditional use permit, a shoreline permit, or similar action: ENVIRONMENT 1. Earth A. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: Natural bay with mud line elevations in the project area ranging from -3.5' to -23.5' B. What is the steepest slope on the site (approximate percent slope)? Bay floor in the project area slopes out at an approximate 1: 1 slope in the steepest spot C. What general types of soils are found on the site (for example,c1ay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Unknown D. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Unknown E. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill: No placement of fill or change of grade is planned F. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Some minor sediment transport will likely occur as a result of pile driving operations G. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? No additional impervious surface area will be added. H. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: City approved and Contractor implemented Temporary Erosion and Sediment Control Plan 2. Air EVALUATION FOR AGENCY USE ,EnvIronmental Checkl1st Page 4 A. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Emissions of exhaust related to construction. No long term increase of emissions will result directly from the execution of the project. B. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Off-site sources of emissions directly related to the supply of materials to the project are from permitted commercial sources. -c. air, if any: Proposed measures to reduce or control emissions or other impacts to No extraordinary measures are planned or proposed other than standard equipment controls. 3. Water A. Surface: i.) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Strait of Juan de Fuca ii.) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes. The Project will repair 18 timber piles by driving new timber piles adjacent to damaged piles. Thirty two pier fender piles and 62 of the cross bracing members will also be replaced. Please see attached plan. iii.) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material: None iv.) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No surface water withdrawals or diversions are planned or will be permitted. v.) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No, the project is located below mean sea level and does not lie within the 100-year floodplain. vi.) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. There are no proposed discharge(s) of waste materials to EVALUATION paR AGENCY USE Ehvlfonmental Checkhst Page 5 surface waters. B. Ground: i.) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No ii.) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing chemicals; agricultural wastes; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. C. Water Runoff (including storm water): i.) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will the water flow into other waters? If so, describe. Run off into the strait will be from storm water on the existing pier at preconstruction levels. ii.) Could waste materials enter ground or surface waters? If so, generally describe. No waste materials will enter ground or surface waters as a direct result of this project. D. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: None. 4. Plants A. Check or circle the type of vegetation found on the site: Unknown deciduous tree: alder, maple, aspen, other _ evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage _ water plants: water lily, eelgrass, milfoil, other Other types of vegetation B. What kind and amount of vegetation will be removed or altered? No vegetation will be removed C. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetatIon on the site, if any. No new landscaping proposed 5. Animals A. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbirds, other _gulls, crows_ EVALUATION FOR AGENCY USE EriVlronmental Checkhst Page 6 Mammals: deer, bear, elk, beaver, other _harbor seals, raccoons_ Fish: bass, salmon, trout, herring, shellfish, other _forage fish_ B. Threatened or endangered species known to be on or near the site. Chinook Salmon c. Is the site part of a migration route? If so, explain. Yes. Pacific Flyway and possible salmon migration route D. Proposed measures to preserve or enhance wildlife, if any. None 6. Energy and Natural Resources A. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. None B. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. None 7. Environmental Health A. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No i) Describe special emergency services that might be required. None ii) Proposed measures to reduce or control environmental health hazards, if any. None B. Noise i) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None ii) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Pile driving will create moderately loud noise for a short duration. Work hours will be limited to 7am to 7 pm, M-F. iii) Proposed measures to reduce or control noise impacts, if any: ~v ALUATION FOR AGENCY USE EhVlfonmental Checkl1st Page 7 Limit hours of work to 7AM to 7PM, M-F 8. Land and Shoreline Use A. What is the current use of the site and adjacent properties? The current site use is a pier used mostly for recreational purposes The adjacent properties are mostly used for businesses such as restraunts and hotels B. Has the site been used for agriculture? If so, describe. No C. Describe any structures on the site. The site contains three structures. The City pier itself, an observation tower on top of the pier and a marine science facility, also located on top of the pier. D. Will any structures be demolished? If so, what? No E. What is the current zoning classification of the site? Central Business District (CBD) F. What is the current Comprehensive Plan designation of the site? Commercial G. What is the current Shoreline Master Program designation of the site? Urban Harbor and Aquatic Harbor H. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Uncertain. Possible salmon recovery area? I. How many people would reside or work in the completed project? Two to three in the Marine Science Center J. displace? Approximately how many people would the completed project None K. Proposed measures to avoid or reduce displacement impacts, if any: nfa L Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: This project is consistent with the current site zoning, the Comprehensive Plan and the Shoreline Master Program. 9. Housing A. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None EVALUATION POR AGENCY USE ,E'nvlromnental Checklist Page 8 B. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None C. Proposed measures to reduce or control housing impacts, if any. nfa 10. Aesthetics A. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The timber fender piles being replaced may be as much as 30' in length. B. What views in the immediate vicinity would be altered or obstructed? None. Most of the pile is below water elevation. C. Proposed measures to reduce or control aesthetic impacts, if any. None 11. Light and Glare A. What type of light or glare will the proposal produce? What time of day would it mainly occur? None B. Could light or glare from the finished project be a safety hazard or interfere with views? No C. What existing off-site sources of light or glare may affect your proposal? None D. Proposed measures to reduce or control light and glare impacts, if any. No 12. Recreation A. What designated and informal recreational opportunities are in the immediate vicinity? The pier itself is a recreational facility. Also, the Olympic Discovery Trail passes in front of the pier. B. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. No impacts anticipated 13. Historic and Cultural Preservation EVALUATION FOR AGENCY USE ,Ehmonmental ChecklIst Page 9 A. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe: No B. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known C. Proposed measures to reduce or control impacts, if any: No impacts anticipated 14. Transportation A. Identify public streets and highways serving the site and describe proposed access to the existing street system. Show on site plans, if any. Site is served by a parking lot off of Lincoln Street. B. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes C. How many parking spaces would the completed project have? How many would the project eliminate? Number of parking spaces will be unchanged D. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate ether public or private). No new roads or road improvements will be required. E. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Yes. The project occurs next to summer moorage for small water craft. F. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No additional vehicular trips will be generated G. Proposed measures to reduce or control transportation impacts, if any. None 15. Public Services A. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No B. Proposed measures to reduce or control direct impacts on public services, if any. None 16. Utilities EVALUATION FOR AGENCY USE EnVlronrnerrtal Checkhst Page 10 A. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. Electric, water, refuse service and sanitary sewer service are available at the site. B. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. No new utilities are proposed. 17. Economics A. If the proposal will result in expansion of an existing business, please describe the nature of the expansion: (e.g., additional land and/or buildings, new equipment, new employees). No expansion is anticipated. B. If the proposal is the creation of a new business, please describe (e.g., re-use of an existing building and site, construction of a new building). nfa C. Describe if the proposal is the first of its type in the community, or what the similar uses are. nfa D. How many people will the proposal provide employment for at its completion and what types of jobs will be created (e.g., sales clerks, factory workers, etc.)? (Jobs created by the construction of the proposal should be reported separately.) None E. Where will the materials, goods or services utilized by the proposal come from? Approved commercial sources for timber piling, etc. F. Where will the goods or services produced by the proposal be utilized? nfa G. Who will utilize the goods or services produced by the proposal? nfa H. Will the proposal alter the tax assessments of the area? No ENDANGERED SPECIES ACT (ESA) INFORMATION A. LISTED SPECIES If ESA listed species (salmon, trout, and chars, e.g. bull trout) are present or ever were present in the watershed where your project will be located, your project has the potential for affecting them, and you need to comply with the ESA. The questions in this section will help determine if the ESA listings will impact your project. (The Fish Program Manager at the Department of Fish and Wildlife regional office can provide information for the following two questions.) Are ESA listed salmonids currently present in the watershed in which your EVALUATION POR AGENCY US~ ,EnVIronmerital ChecklIst Page 11 project will be: Yes X No Has there ever been an ESA listed salmonid stock present in this watershed: Yes X No Uncertain Please describe Puget Sound Chinook Salmon. Strait of Juan de Fuca summer chum salmon. and bull trout are listed as threatened species in the Elwha River. Morse Creek. and the Strait of Juan de Fuca including Port Anaeles Harbor. [If you answered "yes" to either of the above questions, you should complete the remainder of this section. If not, skip to Non Project Action Section Page 13J 4. What is the current land use between the project and the potentially affected water body (parking lot, farmland, etc.)? N.A. 5. Is the project above a: ( ) natural permanent barrier (waterfall) natural temporary barrier (beaver pond); ( ) man made barrier (culvert, dam); ( x) other (explain) The pier is man made. but does not act as a barrier. 6. If you checked any of the items listed in the above question #5, are there any resident salmonid populations above the blockage? Yes _No Not applicable X 7. What percent of the project will be impervious surface (including pavement and roof area)? No additional impervious area is created due to the proposed work. B. FISH MIGRATION: The following questions will help determine if this project could interfere with migration of adult and juvenile fish. (Both increases and decreases to water flow can affect fish migration.) 1. Does the project require the withdrawal of: Surface water? No Name of surface water body Ground water? No Amount From where? Depth of well 2. Will any water be rerouted? No 3. Will there be retention ponds? No If yes, will this be an infiltration pond or a surface discharge to either a EVALUATION fOR AGENCY USE EhVlfonmental Checklist Page 12 municipal storm water system or a surface water body? If a surface water discharge, name of waterbody _ 4. Will new roads be required? No (Increased road mileage' may affect the timing of water reaching a stream and may impact fish habitat.) 5. Are culverts proposed as part of the project? No 6. Will topography changes affect the duration/direction of runoff flows? No If yes, describe: 7. Will the project involve any reduction of the floodway or floodplain by filling or other partial blockage of flows? No If yes, how will the loss of flood storage be mitigated by your project? C. WATER QUALITY. 1. Do you know of any problems with water quality in any of the streams within this watershed? If so, describe Yes. Copies of stream water auality reports. including reports for Port Angeles Harbor are available for review at the City of Port Angeles Planning Department 2. Will your project reduce or increase shade along or over a waterbody? No 3. Will the project increase nutrient loading or have the potential to increase nutrient loading or contaminants (fertilizers, other waste discharges, or runoff) to the waterbody? No 4. Will turbidity be increased because of the project activities? Yes. temporarily. 5. Will your project require long term maintenance, Le., bridge cleaning, highway salting, chemical sprays for vegetation management, clearing of parking lots? No D. VEGETATION 1 . Will the project involve the removal of any vegetation from stream banks? No 2. If any vegetation is removed, do you plan to replant? N.A. NON-PROJECT SPECIFIC ACTIONS: Complete this section only if your proposal involves a non-project specific action such as a Comprehensive Plan Amendment, Zoning Code Amendment, area-wide rezone (City-wide or large sub-area), specific rezone, or other similar EVALUATION FOR AGENCY USE ,[nvlronmerital Checkhst Page 13 action: When answering these questions be aware of to what extent the proposal or the types of activities likely to result from the proposal would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances;or production of noise? Proposed measures to avoid or reduce such increases: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreland and land use impacts: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s): EVALUATION FOR AGENCY USE tnVlronmerital ChecklIst Page 14 EVALUATION FOR AGENCY USE 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. I, the undersigned, state that to the best of my knowledge, the above information is true and complete. It is understood that the lead agency may withdraw any declaration of nonsignificance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. S'GNED:~.lk -... Lc:>/ 2-~ I o-{ I DATE: PHONE: 7(00- LJ 11- 4J Oy N:\PROJECTS\03-18 City Pier Dredging & Piling Replacement\SEPAchklst.wpd ,>.,'0 -., / ~~1*~ " >'~GL ~,,~ "'M%i ' Miie,,&;; 'l<\~ ass ~~) iFFf<"lsl DateJRecelv~ < r~~, ~/ ", m JOINT AQUATIC RESOURCES PERMIT APPLICATION FORM (JARPA) (for use in Washington State) PLEASE TYPE OR PRINT IN BLACK INK D Application for a Fish Habitat Enhancement Project per requirements of RCW 77.55.290. You must submit a copy of this completed JARPA application form and the (Fish Habitat Enhancement JARPA Addition) to your local Government Planning Department and Washington Department of Fish & Wildlife Area Habitat Biologist on the same day I NOTE: LOCAL GOVERNMENTS - You must submit any comments on these projects to WDFW within 15 working da~.,:> Based on the instructions provided, I am sending copies of this application to the following: (check all that apply) ~ Local Government for shoreline: 0 Substantial Development o Conditional Use o Vanance 181 Exemption o RevIsion o Floodplain Management o Critical Areas Ordinance 181 Washington Department of Fish and Wildlife for HPA (Submit 3 copies to WDFW Region) 0 Washington Department of Ecology for 401 Water Quality Certification (to Regional Office-Federal Permit Unit) 0 Washington Department of Natural Resources for Aquatic Resources Use Authonzatlon Notification 181 Corps of Engineers for: 0 Section 404 ~ Section 10 permit 0 Coast Guard for General Bridge Act Permit 0 For Department of Transportation projects only ThiS project will be designed to meet conditions of the most current Ecology/Department of Transportation Water Quality Implementing Agreement SECTION A - Use for all permits covered by this application. Be sure to ALSO complete Section C (Signature Block) for all permit applications. 1 APPLICANT City of Port Angeles, Terri Partch I ASs l!>>ro.n~ Chll \ e:09ireet' Ot" ~ Qr,\ "-en \NO(""",~, PeP'-> '"'i 0 \ re.c.\"or Of" E' '"'9 \ nee<inF\ MAILING ADDRESS 321 East Fifth Street, P.O. Box 1150, Port Angeles, WA 98362-0217 WORK PHONE E-MAIL ADDRESS I HOME PHONE VAX # 360-417-4811 tpartch@cityofpa.us. 360-417 -4 709 If an agent is acting for the applicant during the permit process, complete #2. Be sure agent signs Section C (Signature Block) for all permit applications 2 AUTHORIZED AGENT Reid Middleton, Shannon Kinsella MAILING ADDRESS 728 134th Street SW, Suite 200, Everett, WA 98204 WORK PHONE E-MAIL ADDRESS I HOME PHONE I,FAX# 425-741-3800 sklnsella@reldmldd.com 425-741-3900 3 RELATIONSHIP OF APPLICANT TO PROPERTY 181 OWNER o PURCHASER o LESSEE o OTHER 4 NAME, ADDRESS, AND PHONE NUMBER OF PROPERTY OWNER(S), IF OTHER THAN APPLICANT (same as applicant) 5 LOCATION (STREET ADDRESS, INCLUDING CITY, COUNTY AND ZIP CODE, WHERE PROPOSED ACTIVITY EXISTS OR WILL OCCUR) 315 North Lincoln Street Port Angeles, W A 98362 County: Clallam County LOCAL GOVERNMENT WITH JURISDICTION (CITY OR COUNTY) City of Port Angeles, W A WATERBODY YOU ARE WORKING IN TRIBUTARY OF WRIA# Port Angeles Harbor Strait of Juan De Fuca 18 IS THIS WATERBODY ON THE 303(d) LIST? YES 181 NO 0 IF YES, WHAT P ARAMETER(S)" DISsolved Oxygen h!lP.ijy{...\yjV J;.cy }\'a.gQ~J2[Qg@.m~;wq/lIJlkSh1}J12!l!CC~L~Ylr~.h\m! WEBSITE FOR 303d LIST JARP A, ReVIsed 7/02 Contact the State ofWashmgton Office ofPeITmt ASSIstance for latest verSIOn, 360/407-7037 or 800/917-0043 - , 1 I: SECTION I: TOWNSHIP RANGE GOVERNMENT LOT SHORELINE DESIGNATION 3 30 6 Urban LATITUDE & LONGITUDE ZONING DESIGNATION Lat. 48007' IH - Industrial Heavy Long. 123027' TAX PARCEL NO DNR STREAM TYPE. IF KNOWN 0630005002500000 N/A 6 DESCRIBE THE CURRENT USE OF THE PROPERTY. AND STRUCTURES EXISTING ON THE PROPERTY HAVE YOU COMPLETED ANY PORTION OF THE PROPOSED ACTIVITY ON THIS PROPERTY? 0 YES 181 NO FOR ANY PORTION OF THE PROPOSED ACTIVITY ALREADY COMPLETED ON THIS PROPERTY. INDICATE MONTH AND YEAR OF COMPLETION The City of Port Angeles Municipal Pier was constructed in the early 1980s. The "L" shaped timber pier extends northwards from a natural peninsula in to the Port Angeles Harbor. The length and typical width of the pier are approximately 460 ft and' 30 ft respectively. The City of Port Angeles Municipal Pier supports a variety of waterfront activities including seasonal transient vessel moorage on the piers south side, support of the adjacent marine science center and a venue for concerts. A Structural Inspection report was completed in Decerpber 2003 by Echelon Engineering, Inc as part of the City's preventative maintenance inspection program. The Echelon Engineering report identified: . 18 (out of approximately 364) timber pier piling that have 75 percent or less of cross sectional area remaining. Nine of these piling are rated at 0 percent cross sectional area remaining. The average pile diameter of the creosote treated Douglas Fir is between 12 and 14 inches. . 32 (out of 55) timber fender piles have been rated as damaged. The fender piles are located on the north and eastern faces of the pier. . 81 (out of 237) damaged timber braces. Sixty-five of these braces require replacement and 16 braces can be repaired. The existing braces are 4 x 8 inch creosote-treated timbers and are through bolted to the piling. . A non-structural wire rope system causing abrasion to piles. IS THE PROPERTY AGRICULTURAL LAND? 0 YES 181 NO ARE YOU A USDA PROGRAM PARTICIPANT? 0 YES II{ NO 7a DESCRIBE THE PROPOSED WORK THAT NEEDS AQUATIC PERMITS COMPLETE PLANS AND SPECIFICATIONS SHOULD BE PROVIDED FOR ALL WORK WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE. INCLUDING TYPES OF EQUIPMENT TO BE USED IF APPLYING FOR A SHORELINE PERMIT. DESCRIBE ALL WORK WITHIN AND BEYOND 200 FEET OF THE ORDINARY HIGH WATER MARK IF YOU HAVE PROVIDED ATTACHED MATERIALS TO DESCRIBE YOUR PROJECT, YOU STILL MUST SUMMARIZE THE PROPOSED WORK HERE ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED / The proposed work will repair or replace the 18 damaged timber pier piling, 32 fender piling, damaged braces and remove the wire rope. All of the repairs will be in-place and in-kind. Methods of repair are discussed below: . Th_e 18 timber piles with 75 percent or less of cross sectional area will be removed and replaced with new timber piles of the same diameter. The existing piles will be fully extracted or cut 2 ft below the mudline. The remaining hole from removing the pile will be capped. In order to install the new timber piles a section of the pier decking will be removed. The new pile will be dnven through the hole created in the pier decking and then connected to the pier superstructure. The decking will then be restored. . The 32 timber fender piles will be removed and replaced with new timber piles of the same size. The eXisting piles will be fully extracted or cut 2 ft below the mudline. The remaining hole from removing the pile will be capped. The new fender piles will have an Ultra High Molecular Weight (UHHM) plastic coating. The new replacement piles will use eXisting holes in the timber waler and will not require new holes to be drilled on the pier. . The 81 damaged longitudinal and transverse braces that stiffen the pier structure will be replaced or repaired. The braces that require replacement will be removed by extracting the existing bolts that connect the bracing to the piling. The braces will not be removed by cutting the timber. New replacement bracing Will use existing holes In the piling and will not require new holes to be drilled. No new drilling IS expected on the eXisting pier structure to connect the new braCing. Dnlled holes in the new bracing can be done either in a staging area on the pier or aboard a work SCOW, keeping sawdust from entering the water . The proposed work Will also remove a non-structural wire rope cable system located along the longitudinal axis of the JARP A, ReVIsed 7/02 Contact the State of Washmgton Office of Penmt ASSIstance for latest verSIOn, 360/407-7037 or 800/917-0043 '. . J1ier.' The cable will not be replaced. Only timber preservative treatments approved by DFW will be used for the replacement piling and bracing. No creosote timber will be used. PREPARATION OF DRAWINGS' SEE SAMPLE DRAWINGS AND GUIDANCE FOR COMPLETING THE DRAWINGS ONE SET OF ORIGINAL OR GOOD QUALITY REPRODUCIBLE DRAWINGS MUST BE ATTACHED. NOTE APPLICANTS ARE ENCOURAGED TO SUBMIT PHOTOGRAPHS OF THE PROJECT SITE. BUT THESE DO NOT SUBSTITUTE FOR DRAWINGS THE CORPS OF ENGINEERS AND COAST GUARD REQUIRE DRA WINGS ON 8.1/2 X 11 INCH SHEETS. LARGER DRA WINGS MA Y BE REQUIRED BY OTHER AGENCIES. 7b DESCRIBE THE PURPOSE OF THE PROPOSED WORK AND WHY YOU WANT OR NEED TO PERFORM IT AT THE SITE PLEASE EXPLAIN ANY SPECIFIC NEEDS THAT HAVE INFLUENCED THE DESIGN The intent of the repairs is to replace and repair the damaged timber piling and bracing on the Municipal pier to maintain the pier's structural integrity. The purpose for each aspect of the proposed work is detailed below: . The purpose of replacing the 18 timber pier piling is to restore the structural integrity of the pier. Without new piles, mechanical and biological damage Will continue and reduce the pier's capacity. . The purpose of replacing the 32 damaged timber fender piles is to restore the pier's side-tie berthing. Without new fender piles the vessels that tie up to the side of the pier could damage the pier. . The existing damaged braces have sustained significant mechanical impact, abrasion and/or manne borer damage. The proposed work will repair or replace these braces because without a repair these braces would continue to deteriorate and result in the loss of the pier's structural integrity. . The purpose of removing the steel cable system under the pier is to prevent further abrasion and damage to the existing wood piling. The steel cable system serves no structural purpose and is only causing abrasion damage to adjacent piling during wave and tidal action. The abrasion to the piles IS weanng away the existing creosote treatment and allowing infestation by marine borers. 7c DESCRIBE THE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF THE WATER BODY THESE USES MAY INCLUDE FISH AND AQUATIC LIFE. WATER QUALITY. WATER SUPPLY. RECREATION, and AESTHETICS IDENTIFY PROPOSED ACTIONS TO AVOID, MINIMIZE. AND MITIGATE DETRIMENTAL IMPACTS, AND PROVIDE PROPER PROTECTION OF FISH AND AQUATIC LIFE IDENTIFY WHICH GUIDANCE DOCUMENTS YOU HAVE USED ATTACH A SEPARATE SHEET IF ADDITIONAL SPACE IS NEEDED Potential impacts to the Port Angeles Harbor will be minimal. Pile driving equipment will be used to install the new pier and fender piling. The new timber piles Will most likely be installed using a vibratory pile driver. An impact hammer may be required to reach the required embedment elevation. The damaged creosote treated piles and braces that will be removed from the existing pier will be properly disposed of. The replacement timber pile and braces will use an approved preservative treatment. Creosote treated timbers will not be used. The equipment required to remove and replace the bracing will likely be a work scow with a small boom and miscellaneous hand tools. Holes will not need to be drilled in the pier to install the new timber fender piles or braces. 7d FOR IN WATER CONSTRUCTION WORK, WILL YOUR PROJECT BE IN COMPLIANCE WITH THE STATE OF WASHINGTON WATER QUALITY STANDARDS FOR TURBIDITY WAC 173 201A-110? 181 YES D NO (SEE USEFUL DEFINITIONS AND INSTRUCTIONS) 8 WILL THE PROJECT BE CONSTRUCTED IN STAGES? DYES I8IN PROPOSED STARTING DATE Fall of 2004 or Spring 2005 ESTIMATED DURATION OF ACTIVITY 30 on-water working days 9 CHECK IF ANY TEMPORARY OR PERMANENT STRUCTURES WILL BE PLACED No new structures are proposed D WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS, AND/OR DWATERWARD OF MEAN HIGHER HIGH WATER LINE IN TIDAL WATERS 10 WILL FILL MATERIAL (ROCK, FILL, BULKHEAD, OR OTHER MATERIAL) BE PLACED No fill material will be placed D WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? D WATERWARD OF THE MEAN HIGHER HIGH WATER FOR TIDAL WATERS? IF YES, VOLUME (CUBIC YARDS) /AREA (ACRE IF YES, VOLUME (CUBIC YARDS) AREA (ACRE JARP A, ReVised 7/02 Contact the State of Washmgton Office of Permit ASSistance for latest verSion, 360/407-7037 or 800/917-0043 .~ 11 WILL MATERIAL BE PLACED IN WETLANDS? DYES I8IN IF YES A IMPACTED AREA IN ACRES B HAS A DELINEATION BEEN COMPLETED? IF YES, PLEASE SUBMIT WITH APPLICATION DYES ON C HAS A WETLAND REPORT BEEN PREPARED? IF YES, PLEASE SUBMIT WITH APPLICATION DYES ON D TYPE AND COMPOSITION OF FILL MATERIAL (E G, SAND, ETC) E MATERIAL SOURCE F LIST ALL SOIL SERIES (TYPE OF SOIL) LOCATED AT THE PROJECT SITE, & INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS SOILS INFORMATION CAN BE OBTAINED , , FROM THE NATURAL RESOURCES CONSERVATION SERVICE (NRCS) I G WILL PROPOSED ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? DYES ON , I IF YES, IMPACTED AREA IS _ ACRES OFDRAINED WETLANDS ! i NOTE If your project will Impact greater than Y, of an acre of wetland, submit a mitigation plan to the Corps and Ecology for approval along WIth the JARPA fonm i NOTE a 401 water qualdy certificatIon wIll be reqUired from Ecology m addItIon to an approved mdlgatlon plan" your project Impacts wetlands that are a) greater than M acre m SIze, or b) tidal wetlands or wetlands adjacent to tIdal water Please submd the JARPA (orm and mdlgatlon plan to Ecology (or an mdNldual401 certificatIon If a) or b) applies I 12 STORMWATER COMPLIANCE FOR NATIONWIDE PERMITS ONL Y N/A (no change is proposed to the existing storm drainage system) I THIS PROJECT IS (OR WILL BE) DESIGNED TO MEET ECOLOGY'S MOST CURRENT STORMWA TER MANUAL, OR AN ECOLOGY APPRO VED LOCAL STORMWA TER MANUAL DYES ON I I IF YES - WHICH MANUAL WILL YOUR PROJECT BE DESIGNED TO MEET : If NO - FOR CLEAN WATER ACT SECTION 401 AND 404 PERMITS ONL Y - PLEASE SUBMITTO ECOLOGY FOR APPROVAL, ALONG WITH THIS JARPA APPLICATION, DOCUMENTA TlON THAT DEMONSTRATES THE STORMWATER RUNOFF FROM YOUR PROJECT OR ACTIVITY WILL COMPL Y WITH THE WA TER QUALITY STANDARDS, WAC 173 201(A) 13 WILL EXCAVATION OR DREDGING BE REQUIRED IN WATER OR WETLANDS? DYES I8IN IF YES A VOLUME (CUBIC YARDS) IAREA (ACRES) B COMPOSITION OF MATERIAL TO BE REMOVED C DISPOSAL SITE FOR EXCAVATED MATERIAL D METHOD OF DREDGING 14 HAS THE STATE ENVIRONMENTAL POLICY ACT (SEPA) BEEN COMPLETED? DYES 181 NO SEPA LEAD AGENCY City of Port Angeles_ SEPA DECISION DNS, MDNS, EIS, ADOPTION, EXEMPTION DECISION DATE (END OF COMMENT PERIOD) SUBMIT A COPY OF YOUR SEPA DECISION LETTER TO WDFW AS REQUIRED FOR A COMPLETE APPLICATION 15 LIST OTHER APPLICATIONS, APPROVALS, OR CERTIFICATIONS FROM OTHER FEDERAL, STATE OR LOCAL AGENCIES FOR ANY STRUCTURES, CONSTRUCTION, DISCHARGES, OR OTHE ACTIVITIES DESCRIBED IN THE APPLICATION (I E, PRELIMINARY PLAT APPROVAL, HEALTH DISTRICT APPROVAL, BUILDING PERMIT, SEPA REVIEW, FEDERAL ENERGY REGULATORY COMMISSION LICENSE (FERC), FOREST PRACTICES APPLICATION, ETC) ALSO INDICATE WHETHER WORK HAS BEEN COMPLETED AND INDICATE ALL EXISTING WORK ON DRAWINGS NOTE FOR USE WITH CORPS NATIONWIDE PERMITS, IDENTIFY WHETHER YOUR PROJECT HAS OR WILL NEED AN NPDES PERMIT FOR DISCHARGING WASTEWATER ANDIOR STORMWAT TYPE OF APPROVAL ISSUING AGENCY IDENTIFICATION NO DATE OF DATE APPROVED COMPLETE APPLICATION Building Permit City of Port Angeles Not yet submitted No Hydraulic Project Approval DFW Not yet submitted No 16 HAS ANY AGENCY DENIED APPROVAL FOR THE ACTIVITY YOU'RE APPLYING FOR OR FOR ANY ACTIVITY DIRECTLY RELATED TO THE ACTIVITY DESCRIBED HEREIN? 0 YES 181 NO IF YES, EXPLAIN : I , , , , I JARPA, ReVIsed 7/02 Contact the State ofWashmgton Office ofPenmt ASSIstance for latest verSIOn, 360/407-7037 or 800/917-0043 .. ,. SECTION B - Use for Shoreline and Corps of Engineers permits onlv: 17a TOTAL COST OF PROJECT THIS MEANS THE FAIR MARKET VALUE OF THE PROJECT, INCLUDING MATERIALS, LABOR, MACHINE RENTALS, ETC $120,000 17b IF A PROJECT OR ANY PORTION OF A PROJECT RECEIVES FUNDING FROM A FEDERAL AGENCY, THAT AGENCY IS RESPONSIBLE FOR ESA CONSULTATION PLEASE INDICATE IF YO WILL RECEIVE FEDERAL FUNDS AND WHAT FEDERAL AGENCY IS PROVIDING THOSE FUNDS SEE INSTRUCTIONS FOR INFORMATION ON ESAH FEDERAL FUNDINIG 0 YES 181 NO IF YES, PLEASE LIST THE FEDERAL AGENCY 18 LOCAL GOVERNMENT WITH JURISDICTION City of Port Angeles, W A 19 FOR CORPS, COAST GUARD, AND DNR PERMITS, PROVIDE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS, LESSEES, ETC PLEASE NOTE SHORELINE MANAGEMENT COMPLIANCE MA Y REQUIRE ADDITIONAL NOTICE - CONSUL T YOUR LOCAL GOVERNMENT NAME ADDRESS PHONE NUMBER Port of Port Angeles 338 West First St., Port Angeles, WA 98362 (360) 457-8527 WHC 839, LLC 201 West North River Drive, Spokane, WA 99201 (509) 459-6109 Voang Khoan 633 East 1 sl Street, Port Angeles, W A 98362 (360) 457-1647 SECTION C - This section MUST be completed for any permit covered by this application o APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHORIZE THE ACTIVITIES DESCRIBED HEREIN I CERTIFY THAT I AM FAMILIAR WITH THE INFORMATION CONTAINED IN THIS APPLICATION, AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, SUCH INFORMATION IS TRUE, COMPLETE, AND CCURATE I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES I HEREBY GRANT TO THE AGENCIES TO WHICH HIS APPLICATION IS MADE, THE RIGHT TO ENTER THE ABOVE-DESCRIBED LOCATION TO INSPECT THE PROPOSED, IN-PROGRESS OR COMPLETED WORK I AGREE TO START WORK ONLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED DATE I HEREBY DESIGNATE ReId r<\lod,\e:\On TO ACT AS MY AGENT IN MATTERS RELATED TO THIS APPLICATION FOR PERMIT{S) I UNDERSTAND THAT IF A FEDERAL PERMIT IS ISSUED, I MUS SIGN THE PERMIT DATE DATE 1'::'/"'l.- q 10 c..r SIGNUURE OF LANDOWNER (EXfdEPT PUBLIC ENTITY LANDOWNERS, E G DNR) --.- THIS APPLlCATIO\J MUST BE SIGNED BY THE APP1.,CANT AND THE AGENT, IF AN AUTHORIZED AGENT IS DESIGNATED 18 U S C 91001 prOVides that Whoever, In any manner Within the Junsd,ctlon of any department or agency of the Umted States knowmgly falSifies, conceals, or covers up by any tnck, scheme, or device a matenal fact or makes any false, fictitiOUS, or fraudulent statements or representatIOns or makes or uses any false wntmg or document knowmg same to contam any false, fictitiOUS, or fraudulent statement or entry, shall be fined not more than $10,000 or Impnsoned not more than 5 years or both '} 'h."<<M "^' COJyt~~J;T,E[r ' I '"O'CAL OFFICI:A.L " ":f!i~~," :: A. Nature of the existing shoreline. (Describe)yp, ",~Si~elin, ~rn~ri~e, ~1~~~~,1?4k ,lagoon, mql"!5~, bpg,' swamp, fl6bZ:(\, . plain, floodwa " ; ~~e of beact1, such asaccr' ;erosioni'nigh: nk,'low banR1wor::dik erial~uc,~;~s ,s~ahd~:1g'ravel, mud,:clay, ' rock rip~~p;~ a flt1'fnd 'h'p'e~f,ib:ul~neading' jf'~ny') '\:)hidi:kil&", "V1~:Y ,>, " , . -.. 4'-1 .{,.w ~ / , <'<,.. 0 ~ / :::,-.~$:';)t7 ,N"b,. > Marine ~tiorelinEfiiwith nprap:and~sand:accretion beach. <:~;,~;~.~ <, ~ij0r#~~~;;;;:'=;;: ^/, ,,'- v ' ~1,t " o~(f~=~~\' ;.~z:%>>:: Z&4WV 'ir:i;;1;:~>>?'::1~~~: : ';), ' 0' '~:'L,,~~y,:~,~: "'~'!;;;:,'O: ;S;?2~1~70GS:0" ~,~nfo);*,~,'~: ~" ~ Ls. "(n'the event' that any of the groposed 'buildings or:'structuJ:8s\will exceed;a height of thlr:tY-flve feet above ti'fe~'a-&erage;grade , :erf;) Mdicaie?ihe'app1o~irhate'm~~lisW;g'f !f~d number of re;rdEmtial unlt~:~xisti?ig an'd'p~teli'tiai:1'iifJt~wilkhave;~n1 obstrl;ci~1r: ~iew:;~);1 ,:,,,,,,.,.,, , '< / ,,'U, v / > >^^~ M 0 :,/$<>@'=-= ""'- ,~) "",,,,;:) G"~'<!~<.:1:$" ' ", , "Not a lic . Ie. No buildings'or 'r,e r,35'feefm heignt.' "":'" , " . .4"" ' , ~, << ' , , wTIf:<~~ }~: / o~ ~: " t}'~~'*' ,/ ~, / '< " )" , v '<0 ^ , ,JW,^ (, 'E\ @,,", ",,11<< :<-'" A.... , " 8. ' /<', t' ,., apPlicationinvq'lve~:,,;..~.;, l"iona us.e:~r'variance, set fo~ in full tha :e.o:,l!:?rl'of the. ~as~~~ pr?~.~a,rn which provid :tN, " ~poset~~e may be a'condltlonal uS~'<i~'j~~ll~~~e.,~~ a,~van q!'l, from which the vanance Is:bem' 2~, 0 v~na~~e~ " ,~ ," :l8:s~;~?~lll!_~"~~'~~} " These AgenCies are Equal Opportumty and Affirmalive Action employers For special accommodation needs, please contact the appropnate agency In the instructions JARP A, ReVIsed 7/02 Contact the State ofWashmgton Office of PermIt ASSIstance for latest verSIOn, 360/407-7037 or 800/917-0043 ~ 728134th Street SW, Suite 200 ~~ Everett,WA 98204 42Sn41-3800 (Fax 42Sn41-3900) TRANSMITTAL MEMO Date: November 4,2004 From: Lyn Keenanl To: Terri Partch City of Port Angeles P.O. Box 1150 Port Angeles, W A 98362 cc: Project: File No. 24-2004-005- / Enclosures: No. of Copies Description 2 Final copies of JARPA drawings (as submitted to CaE and WDFW) Action Requested: DNone [gI For your Records D For your Signature D For your Review and Return D Other: Date Required: Remarks: Terri, If you have any questions, just call. Thanks. Lyn Keenan LOCATION MAP NOT TO SCALE O!.l'JdI'IC~~;'~ . lfU1lRJC~RrDGB " &OLl'MrK ~ }ii,\ TJONi\l PARK ./ iii ~ ,. VICINITY MAP 08/31/2004 117 pm 1\24\04\005\Pe,m,t\Prmt-l dwg NOT TO SCALE PORT AN GELES MUNICIPAL PIER VICINITY AND LOCATION MAP PURPOSE REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE DATUM MLLW = 0 0' ADJACENT PROPERTY OWNERS 1. PORT OF PORT ANGELES 2. WHC 839, LLC 3. VOANG KHOAN NAME. CITY OF PORT ANGELES ADDRESS 321 EAST FIFTH STREET POBOX 1150 PORT ANGELES, WA 98362 i e I i!I II i ~ ~ i WII _lO.lJl_ Cl2000 Reid iddleton na 134lh Street SN Suae 200 Everelt, Washington 98204 Ph m 741-3800 IN' PORT ANGELES HARBOR AT: CITY OF PORT ANGELES COUNTY OF: CLALLAM APPLICATION BY CITY OF PORT ANGELES SHEET 1 OF 6 DATE. NOV 2004 ; I SCALE IN FEET I I 80 0 80 NAME' CITY OF PORT ANGELES ADDRESS' 321 EAST FIFTH STREET POBOX 1150 PORT ANGELES, WA 98362 ----- ~ ~ \,.\l'\.~ __~tl''\'i _____~~O ----- ( I... Ii : / r'/ / / ----.., .....0---- '\ / , / , \ \ \. \ \ I I I I I I I J I 1 I I I I I I <> I / / / / I I I / / / / / / / , I / / / / / I I l I I I I I I i / / / / / / / / / I o 11/03/2004 147 pm I \24\04\005\Perm,I\Prml-2 dwg PURPOSE. REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER DATUM MLLW = 00' ADJACENT PROPERTY OWNERS 1 PORT OF PORT ANGELES 2. WHC 839, LLC 3 VOANG KHOAN ~I ::; ~ ~ o g: .N.QlE.; EXISTING PILING NOT SHOWN FOR CLARITY PIER PLAN SCALE: 1"=80' IN PORT ANGELES HARBOR AT. CITY OF PORT ANGELES COUNTY OF CLALLAM APPLICATION BY' CITY OF PORT ANGELES , SHEET 2 OF 6 DATE NOV 2004. .L .+ ~+ . . . . N "+ ~ + + ~ ~ ~ '+ + '+ 0 luuI If i ~ ~+ z' Hlilf If -t + W 'dHHLl~;IH t a CJ I . ~ ~ Ell W ~ IJdfHHq~u~ I "+ & ! . + + e -.I i f Ufinu~u nil ~ ~ -<D~ OL)!J!Je8e$$OOIll&H ~ ~+ a '+ '+ '+ s (!) EI . ~ ~ ~ + + '+ $ 8 : : C!l i . Z "';'+ -+ '+ S ! 0 0 0 $ Q.. . . '+ + "+ I 0 0 0 Hi e . '+ '+ '+ ! . 0 0 0 ~ . '+ '+ '+ ! Hi 0 0 ~ e . "+ "+ '+ 0 0 0 ~ ~ "+ '+ '+ 0 ~ 0 . "+ '+ "+ 0 ~ 0 ~ . ~ AW"" I-IOVOtfddV ~ ~ PILE PLAN INSPECTION RESULTS NO SCALE (ECHELON ENGINEERING. INC) 11/03/2004 4 35 pm I \24\04\005\Perm,t\Prmt-3 dwg PURPOSE. REPAIR DAMAGED TIMBER PILING. FENDER PILING. BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER ADJACENT PROPERTY OWNERS. 1. PORT OF PORT ANGELES 2 WHC 839. LLC 3, VOANG KHOAN NAME CITY OF PORT ANGELES ADDRESS 321 EAST FIFTH STREET P.O. BOX 1150 PORT ANGELES. WA 98362 IN: PORT ANGELES HARBOR AT' CITY OF PORT ANGELES COUNTY OF CLALLAM APPLICATION BY CITY OF PORT ANGELES DATUM MLLW = 0 O' SHEET 3 OF 6 DATE NOV 2004 30'-0" 30'-0" EXISTING 4"xS" TIMBER BRACING, TYP. ~ (FROM ECHELON INSPECTION REPORT) '" I Co 0 I "en ':0 I Co ~ 6 ~ PARTIAL EXISTING BRACING PLAN NOT TO SCALE 08/31/2004 1 17 pm I \24\04\005\Pe,m,t\P,mt-3 dwg PURPOSE' REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER DATUM MLLW = 0 0' PARTIAL BRACING PLAN IN PORT ANGELES HARBOR AT CITY OF PORT ANGELES COUNTY OF: CLALLAM APPLICATION BY CITY OF PORT ANGELES ADJACENT PROPERTY OWNERS 1, PORT OF PORT ANGELES 2. WHC 839. LLC 3 VOANG KHOAN NAME CITY OF PORT ANGELES ADDRESS 321 EAST FIFTH STREET POBOX 11 50 PORT ANGELES, WA 98362 SHEET 4 OF 6 DATE NOV 2004 .. EXISTING 4"x8" TIMBER BRACING THROUGH - BOLTED TO PILING 1 5 TYPICAL ELEVATION NOT TO SCALE REMOVE (81) EXISTING DAMAGED BRACING AND REPLACE WITH NEW 4"x8" TIMBER BRACING DECK EL +1700 MLW +~O.sz. MLLW 0_ ~ MHW +6 90~ MHHW +7 60 '\l EXISTING 4"x8" TIMBER BRACING MUD LINE APPROX EL - J.ll O~ 2 5 NOT TO SCALE TYPICAL PIER ELEVATION AND SECTION 11/03/2004 4 45 pm I \24\04\005\Perm,t\Prmt-5 dwg PURPOSE' REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE DATUM: MLLW = 0.0' ADJACENT PROPERTY OWNERS 1 PORT OF PORT ANGELES 2 WHC 839, LLC 3 VOANG KHOAN PORT AN GELES MUNICIPAL PIER TYPICAL ELEVATION AND SECTION NAME: CITY OF PORT ANGELES ADDRESS' 321 EAST FIFTH STREET P.O BOX 1150 PORT ANGELES. WA 98362 TYPICAL SECTION NOT TO SCALE FENDER PILE. SEE SHEET 6 OF 6 EXISTING TIMBER CAMEL IN PORT ANGELES HARBOR AT CITY OF PORT ANGELES COUNTY OF CLALLAM APPLICATION BY CITY OF PORT ANGELES SHEET 5 OF 6 DATE' NOV 2004 r II II II EXISTING TIMBER FENDER PILE 1 Ox 16 TIMBER CHOCK RUBBER FENDER 1 Ox 16 TIMBER WALER It -II - - I -II II -11 I 11- II -- I 11 -- I 1/2" CHAIN SHACKLE SUIT, EXISTING FENDER SYSTEM NOT TO SCALE NEW TIMBER FENDER PILE UHMW OR HDPE RUBBER FENDER II II 1/2" CHAIN W/ SHACKLE EYE NUT TO SUIT, WASHER PROPOSED FENDER SYSTEM NOT TO SCALE 11/03/2004 438 pm I \24\04\005\P"m,t\P,mt-6 dwg DATUM MLLW = 0 O' PORT ANGELES MUNICIPAL PIER TYPICAL ELEVATION AND SECTION IN PORT ANGELES HARBOR AT' CITY OF PORT ANGELES COUNTY OF. CLALLAM APPLICATION BY CITY OF PORT ANGELES PURPOSE' REPAIR DAMAGED TIMBER PILING, FENDER PILING. BRACING AND REMOVE WIRE CABLE ADJACENT PROPERTY OWNERS 1 PORT OF PORT ANGELES 2 WHC 839. LLC 3 VOANG KHOAN NAME CITY OF PORT ANGELES ADDRESS 321 EAST FIFTH STREET POBOX 1150 PORT ANGELES. WA 98362 SHEET 6 OF 6 I , DATE NOV 2004 i I US Army Corps of Engineers (0) Seattle District REFERENCE BIOLOGICAL EVALUATION SPECIFIC PROJECT INFORMATION FORM For Replacement of up to Eighteen (18) Existing Piling Version: April 21, 2004 1. Referenced Biological Evaluation: Programmatic Biological Evaluation, Replacement of up to EIghteen EXIsting Piling m: Programmatic Biological Evaluation for the State of Washington for Salmonid Species Listed or Proposed by the National Marine FIsheries Service and U.S. FISh and Wildlife Service Under the Endangered Species Act. October 13, 2000. U.S. Army Corps of Engineers, Seattle DIStrIct, Regulatory Branch. t USFWS ProgrammatIc Reference Number: 1-3-00-1-1524 & 1-3-00-1C-1525 NMFS Programmatic Reference Number: WSB-00-582 2. Date: August 31, 2004 3. Applicant: CIty of Port Angeles, Terri Partch Address: 321 East Fifth Street, P.O. Box 1150 Corps Reference No.: City: Port Angeles ReId MIddleton, Inc., Shannon Kinsella 728 134th Street SW, SUIte 200 Everett State: W A ZIp: 98362-0217 CIty: 4. Agent: Address: State: W A Zip: 98204 5. Location(s) of Activity: Section: 3 TownshIp: 30 Range: 6 Latitude: 48007' LongItude: 1230 27' Waterbody: Port Angeles Harbor County: Clallam 6. Threatened or Endangered Species Present (both lIsted and proposed): DIstance to Occurrence Effect Determmation (no effect Species (1.e. to nest, perch tree) or not lIkely to adversely affect) Chinook salmon Vanes Not likely to adversely affect 7. Work Description - Describe how many piling would be repaired and how many would be replaced. Give the diameter, composition and treatment of the piling (e.g., 10" diameter untreated wooden piling).:. The proposed work WIll replace 18 t11llber pIer piling and 32 tImber fender odes. All eXlstmg PlIes are creosote treated Douglas fir that range in size from 12 to 14 mches dIameter. The existing 18 pIer pdes have slgmficant mechamcal and bIOlogical damage and have been rated by Echelon Engmeering with 75 percent or less of cross sectional area remaining. The existing 32 fender plIes have been rated by Echelon engmeering as damaged. 1 For constructIon descriptIOn and effects analYSIS. 1 The new tImber pIles wIll be of the same dIameter. Creosote treated tImber piles WIll not be used. The new fender plIes wIll have an Ultra High Molecular Weight (UHHM) plastic coating, Construction Techniques - Describe how piling would be removed, replaced or repaired: ~ eXIsting pIer piling and 32 fender piles will be replaced. The eXlstmg piles WIll eIther be fullv extracted or cut 2-feet below the mudline. The remaining hole from removmg the plIes WIll be capped. In order to mstall the pier PIling a sectIOn of the PIer deckmg WIll be removed. The new timber pIle will be driven through the hole created m the deckmg and connected to the pier superstructure. The deckmg will then be restored. The new fender pIles will be mstalled m approximate Iv the same location as the eXIsting PlIes. The new replacement piles WIll use eXlstmg holes in the tImber waler and will not reqUIre new holes to be drilled on the PIer. PIle dnver type (e.g., VIbratory or impact hammer, maximum rated energy, strokes per minute, etc.): _ A vibratory pIle dnver WIll most lIkelv be used to install the new piles. For vibratory mstallatIon, will an Impact hammer be reqUIred to achieve embedment or for proofing? For what duration of time will an impact hammer be used? An impact hammer mav be reqUIred to achIeve embedment. Proofing will not be reqUIred. Describe any sound attenuatIOn measures that WIll be employed: The proposed work WIll install timber plIes. Substrate mto which pIling will be installed: Approximately 5-ft thIck top laver of organic SIlt WIth sand and soft gravel. Fine to medIUm sand WIth increasmg gravel at deeper elevations. Water depth into which pIlmg will be mstalled: Water depth varies along the length of the pier from approximately -5 to -20.5 feet. 8. Why Doesn't the Programmatic Consultation for "Piling Replacement" Apply? The proposed work will take place dunng an approved work wmdow and will meet all the conservatIon measures. 9. Why is the Project "Not Likely to Adversely Affect" Without Meeting all the Conservation Measures or Parameters of the Programmatic Consultation (mclude JustIfication/Effects AnalYSIS in addendum If needed). The proposed work WIll take place during an approved work wmdow and will meet all the conservation measures. 10. Conservation Measures to be Implemented (check all that apply and will be done): [gI Work IS done m approved work wmdow. 2 . - [8] No work will be done m or within 300 feet of an eXlstmg or previously designated Superfund Clean-up sites or a sIte currently or previously desIgnated for cleanup under the Washmgton State Model Toxic Cleanup Act. [8] For all treated piling that are fully extracted or cut 2-feet below the mudlme, the holes or cut pilmg will be capped with appropriate matenal (such as clean sand, or plastic or steel pIle cap for cut pIling) to ensure that the chemicals from the eXIsting pile do not leach into the adjacent sediments or water column. If fill (i.e. clean sand) is used to cap the area, the fill material should match sedIment substrate of the site. [8] EXIsting pilIng WIll be partially cut WIth a new pIle secured dIrectly on top, fully extracted, or cut 2-feet below the mudline. [8] Piling will be replaced m the same general location and do not extend beyond the footpnnt of the eXlstmg structure (I.e. pIer). [8] If a barge IS used, the barge does not ground out and the barge WIll not be over or WIthin 300 feet of vegetated shallows (except where such vegetation is limited to State designated noxious weeds). [8] No plIes are assocIated WIth log raft booms. [8] No sheet piling will be used in lieu of pole piling. [8] All removed creosote treated piling will be cut mto maXImum lengths of 4 feet prior to dIsposal. [8] Hydraulic water Jets will not be used to remove or place piling. In Fresh Waters, including the Columbia River Mainstem, the Snake RIver and Baker Bay: o Only non-treated pilmg are used. In Manne/Estuanne Waters excluding Baker Bay: [8] Use of vibratory pIle drIvers is prohibited where the pIling is located m or withm 300 feet of eelgrass beds. [8] No pIling treated WIth creosote or pentachlorophenol WIll be used. 11. Types ofPermit(s) Proposed to be Used: 12. Drawings - Attach copies oflocatlOn, plan, and elevatIon/sectIon drawmgs. Photographs of SIte recommended, but are optIonal. I as the applicant or designated agent have read all the activIty and waterway specIfic condItIons and the general Implementation conditions for the "Not Likely to Adversely Affect" Programmatic Consultation, dated May 30, 2001. I understand that mformal consultatIon WIth National Manne FIsheries Service and U.S. Fish and Wildlife Service IS initiated with thIS form. I WIll not proceed WIth constructIon untIl I receive written notification from the U.S. Army Corps of Engmeers that the proposed work is authorized. ~ ~~. ~L ApplIcant! Agetlt \\) ~ 0'1 Date 011I:::::" -------------------------------------- Below to be completed by the Corps ------------------------------------ MEMORANDUM FOR THE SERVICES: 3 . .. 1. Summary of Why Work Does Not Meet NLAA Programmatic Consultation. 2. Summary of How the Applicant Will Minimize Impacts. 3. Summary of Impacts on Essential Fish Habitat. 4. Forage Fish Habitat (check box ifWDFW documented habitat is present): Surf Smelt: 0 Allowable Work Window: Pacific Herring: 0 Allowable Work Window: Sand Lance: 0 Allowable Work Window: Approved Work Window (see the US Army Corps of Engineers websIte, http://www.nws.lIsacc.a1my.mll/PublicMenu/Menu.cfm?sltename=REG&pagename=mainpage ESA): to 5. The Corps has determined that this project may affect, the listed species. Corps Project Manager Date Corps EnVIronmental Analyst/ESA Coordinator Date 4 , I , FOR OFFIClAL ~ ~L Y ;bate Rec t9 {;:)- II &S- I ' I, PermIt # (0/:::; - 1> 7"3 ate App;'oved Jtd II ~ Date Issued BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUSTtBlj}' COMPLETE to be accepted for review. If you have any questions, calG{ PERMITS (360) 417-4815 FAX(360)417-4711 Appl1cant or Agent: Te(( i r'o.(\"C,'h Owner: C1t'l O+- rO(~ p..{\<je\eS Address' ~l.\ E.o,,\" riff\-) Street Phone: 411 ~ 4S11 Phone: sam e CIty: Pon- A.~e.\eS ZIp: q't, ~(!) 2- Phone: 425 - 14/- 3\300 ArchItect/Engmeer' IQ.elc\ mid0leron Contractor unKnown '-l e'r. \)<o.)e.u will 'oc bid State LIcense #: Exp: Phone: Address' CIty: 315 Non-n '-,(le-eln S\,(eet, ZIp: ZONING: PROJECT ADDRESS. LEGAL DESCRIPTION: Lot: Block: CLALLAM COUNTY PARCEL NUMBER: SubdivisIOn: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: o ResIdential 0 New Constr. 0 Re-roof o MultI-family 0 AddItion 0 Move o CommercIal 0 Remodel 0 DemolIuon o Reparr 0 SIgn BRIEF DESCRIPTION OF THE PROJECT City: Exp. Date: SIZEN ALUATION: o Stove ZLP.9QS" SF. @ $ /SF. = $ o Garage SF. @ $ /SF. = $ o Deck SF @ $ /SF. = $ ~ Other Clt'1 fief TOTAL VALUATION $ 50S ,000 COMMERCIALIRESIDENTIAL: Occupancy Group' No. of Stories' Lot SIZe EXlstmg Sq. Ft. Tota110t coverage % Occupant Load' & Proposed Sq. Ft. Construction Type' = TOTAL Sq Ft ESA/WetIand(s)' 0 Yes 0 No SEPA ChecklIst requITed? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applIcant. ThIs figure will be reVIewed and may be revised by the Bm1dmg DlVlsIOn to comply WIth current fee schedules Contact the PermIt Coordmator at 417 -4815 for aSSIstance. PLAN CHECK FEE. IF a plan check fee IS due It must be submItted at fue tnne the bmldmg permIt applIcatIOn and constIuction plans are submItted All other penmt fees are due at tile tune of penmt Issuance. EXPIRATION OF PLAN REVIEW: lfno peront IS Issued Wlthm 180 days of the date of applIcatIOn, the application will expire. The Buildmg OffiCIal can extend the tnne for actIOn by the applIcant up to 180 da}Ts upon wntten request by the apphcant (see SectIOn Rl05.3.2 ofthe IntematIOnal BmldmglResIdentlal Code, 2003) No applIcatIOn can be extended more tIlan once , hereby certify that I have read and exammed this appiJcatJOn and know the same to be true and correct I am authoT/zed to apply for this permit and understand that it is my responsibility to determine what permits are reqUired ,not the City'S, and that I must obtain such permits prior to work. T \RVESS\BLDG-forms-brochUl es\2004-BUlldmgperrmt wpd ApplIcant: -rem L Pa r{(.h Date: C;/loloS ~ ~ ~ u\4.\.. --~t.~~ ~f~O ----- ( ;1 cr "-I I II~ e; "- o cr "- I I l I I I I I I I I / I I I I I / I ! ----." - "- "- \ \ \ b \ \ \ I I I I I I I I I I I I I I I " I / / I / I I I / / / / / / / I \ lIDIE: EXISTING PILING NOT SHOWN FOR CLARITY / ~// PIER PLAN SCALE 1 "=80' 11/03/2004 147 pm I \24\04\005\P"m,I\P,ml-2 dwq DATUM: MLLW = 0 0' PORT ANGELES MUNICIPAL PIER SCALE IN FEET I J 80 0 80 NAME CITY OF PORT ANGELES ADDRESS 321 EAST FlnH STREET P.O BOX 1150 PORT ANGELES. WA 98362 IN PORT ANGELES HARBOR AT' CITY OF PORT ANGELES COUNTY OF' CLALLAM APPLICATION BY CITY OF PORT ANGELES /).0 O~O()13 ~=t PURPOSE' REPAIR DAMAGED TIMBER PILING. FENDER PILING, BRACING AND REMOVE WIRE CABLE ADJACENT PROPERTY OWNERS 1 PORT OF PORT ANGELES 2 WHC 839. LLC 3 VOANG KHOAN SHEET 2 OF 6 DATE NOV 2004 DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 98124-3755 REPLY TO ATTENTION OF FEB 4 2005 Regulatory Branch City of Port Angeles Terri Partch, Assistant Civil Engineer 321 East Fifth Street Post Office Box 1150 Port Angeles, Washington 98362-0217 Reference: 200401357 Port Angeles, City of Ladies and Gentlemen: Our regulatory program utilizes a series of nationwide permits (NWPs) to authorize specific categories of work that have minimal impact on the aquatic environment when conducted in accordance with the permit conditions (Federal Register, January 15, 2002, Vol. 67, No. 10). Based on the information you provided to us, NWP 3, Maintenance, authorizes your proposal to replace up to 50 support and fender piles and 81 timber braces and place up to 8 cubic yards of clean sand, as depicted on the enclosed drawings dated November 2004. The project would occur in Port Angeles Harbor at Port Angeles, Washington. In order for this NWP authorization to be valid, you must ensure that the work is performed in accordance with the enclosed NatlOnwide Permit 3, Terms and Conditions and the following special conditions that we have added to ensure that this project would have no more than a minimal adverse impact on the aquatic environment: a. You must implement and abide by the Endangered Species Act (ESA) requirements and/or agreements set forth in your Reference Biological Evaluation Specific Project Information Form, dated August 31, 2004, in it's entirety. You must also comply with the conditions included in the enclosed General Implementation CondltlOns. The U.S. Fish and Wildlife Service (USFWS) concurred with a finding of "may affect, not likely to adversely affect" based on this document on January 27,2005 (USFWS Reference Number 1-3-05-1-0068 and 1-3-05-IC-0069). The National Marine Fisheries Service (NMFS) concurred with a finding of "may affect, not likely to adversely affect" based on this document on November 22, 2004 (NMFS Reference Number WSB-00-582). Both agencies will be informed of this permit issuance. Failure to comply with the commitments made in this document constitutes non-compliance with the ESA and your Corps permit. The USFWSINMFS is the appropriate authority to determine compliance with ESA. -2- b. In order to protect Puget Sound Chinook and bull trout, the permittee may conduct the authorized activities from July 16 through February 15 in any year this permit is valid. The permittee shall not conduct work authorized by this permit from February 16 through July 15 in any year this permit is valid. In order for this NWP authorization to be valid, the Washington State Department of Ecology (Ecology) must have issued or waived Section 401 Water Quality Certification (WQC) [and, for Washington's 15 coastal counties, concurred with or waived a Coastal Zone Management (CZM) consistency determination]. Based on our review of the proposed work, the Corps has determined that the proposed work will be in compliance with Ecology's WQC and CZM consistency determination concurrence requirements for this NWP. Therefore, no further coordination with Ecology is required. We have reviewed your project pursuant to the requirements of the Endangered Species Act (ESA). After consulting with the National Marine Fisheries Service and the U.S. Fish and Wildlife Service, we have determined that this project meets the requirements ofNWP National General Condition 11 provided you comply with special conditions "a" and "b" listed above. We have completed an "approved jurisdictional determination" for the project area. The Corps has determined that the line of mean higher high water as shown on the enclosed drawings dated November 2004, accurately identify the jurisdictional limits of waters of the U.S. in the project area. This approved jurisdictional determination is valid for a period of 5 years from the date of this letter unless new information warrants revision of the determination. You have the right to administratively appeal this determination. For information about our administrative appeal process, please visit our web site listed below. Our verification of this NWP is valid for 2 years from the date of this letter unless the NWP is modified or revoked prior to that date. If the authorized work has not been completed by that date, please contact us to discuss the status of your authorization. This verification includes a preliminary jurisdictional determination that is not appealable. If this project complies with all terms and conditions of this NWP, you will need no further authorization from us. However, you must still obtain all State and local permits that apply to your project. Also, we remind you that failure to comply with all terms and conditions of this NWP verification invalidates your authorization and could result in a violation of Section 404 of the Clean Water Act and/or Section 10 of the 1899 Rivers and Harbors Act. Upon completing the authorized work, please fill out and return the enclosed Certificate of Compliance with Department of the Army Permit form to the address indicated on the form. Your signature on this form is our assurance that the completed work and any required mitigation was conducted in accordance with the terms and conditions ofthis NWP. -3- Thank you for your cooperation during the permit process. Your efforts help us protect our nation's aquatic resources, including wetlands. We are interested in your thoughts and opinions concerning your experience with our Regulatory Program and encourage you to complete a customer service survey form. This form and information about our administrative appeal process is available on our website at: www.nws.usace.armv.mil/reg.html. A copy of this letter without enclosures will be furnished to Ms. Shannon Kinsella, Ried Middleton, 728 134th Street Southwest, Suite 200, Everett, Washington 98204. If you have any questions about this letter or our regulatory program, please contact me at (206) 764-5528 or via email atJessica.G.Winkler@usace.army.mil. ~ 1J)L Jessica Winkler, Project Manager South Application Review Section Enclosures LOCATION MAP NOT TO SCALE 08/31/2004 1 17 pm I \24\04\005\Porm,I\Prml-l dwq ~ 'to VICINITY MAP NOT TO SCALE PORT ANGELES MUNICIPAL PIER VICINITY AND LOCATION MAP PURPOSE REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE DATUM' MLLW = 0 0' ADJACENT PROPERlY OWNERS' 1. PORT OF PORT ANGELES 2. WHC 839, LLC 3 VOANG KHOAN NAME: CllY OF PORT ANGELES ADDRESS. 321 EAST FIFTH STREET P.O BOX 1150 PORT ANGELES. WA 98362 f ! I ill . I ill i III C2000 Reid iddleton 728 l.Hlh Street sw Suije 200 Ewell, Woshln~on 98204 Ph 425 741-3800 IN PORT ANGELES HARBOR AT. CllY OF PORT ANGELES COUNlY OF CLALLAM APPLICATION BY. CllY OF PORT ANGELES J.OOLfO 135'" ~ SHEET 1 OF 6 DATE NOV 2004 t j- .~ . . ~ ~ ~ ~ ~ ~, -g '+ + T ~ ~+ " ~ Q '+ '+ ~ . 0 pUff Ii f\: ~ '+ ~ z ,UHiJ r !j '+ " I' III l! I hUll i..l' T ill B C:l ! " . $ ill l lJ HHfUUd~ ~ ~+ & . 8 . '+ + ~ -.J .i ~ H~BUddjjlJ if,\: . il \ -@~ o 6ElElEle uesOCUD-I \ ~ & B '+ '+ ~ ~ G . iI ii . ;; + '+ + ~ B ~ ~ @ . Z "+ "+ r :5 B ~ 0 ~ ~ <$ 0.. . "-1 '+ "i+ , 0 ~ [I-li . "+ '+ "+ ;; \j ~ ~ 0 "+ '-1 '+ I H" 0 0 ~ "+ '+ '+ ~ ~ 0 d "+ '+ "+ 0 0 0 . "+ "+ "+ ~ -~I..:'J'rotldd'l' ~ ~ PILE PLAN INSPECTION RESULTS NO SCALE (ECHELON ENGINEERING, INC) 11/09/2004 2 38 pm I \24\04\005\P"m"\Pcml-3 dwg PURPOSE REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER ADJACENT PROPERTY OWNERS' 1. PORT OF PORT ANGELES 2. WHC 839, LLC 3 VOANG KHOAN NAME CITY OF PORT ANGELES ADDRESS: 321 EAST FIFTH STREET POBOX 1 150 PORT ANGELES, WA 98362 IN' PORT ANGELES HARBOR AT CITY OF PORT ANGELES COUNTY OF. CLALLAM APPLICATION BY, CITY OF PORT ANGELES ,)0046 I 3?:t DATUM' MLLW = 0 O' SHEET 3 OF 6 DATE NOV 2004 30' -0" 30'-0" EXISTING 4"xS" TIMBER BRACING, TYP. ~ (FROM ECHELON INSPECTION REPORT) <0 I Co <:, I 0, '<<> I Co ~ 0 ~ PARTIAL EXISTING BRACING PLAN NOT TO SCALE IN PORT ANGELES HARBOR AT CITY OF PORT ANGELES COUNTY OF. CLALLAM APPLICATION BY CITY OF PORT ANGELES Joo4013~=r 08/31/2004 1 17 pm I \24\04\005\P.,m,t\p,mt-J dwg PURPOSE: REPAIR DAMAGED TIMBER PILING. FENDER PILING, BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER PARTIAL BRACING PLAN DATUM MLLW = 0 0' ADJACENT PROPERTY OWNERS. 1. PORT OF PORT ANGELES 2 WHC 839. LLC 3. VOANG KHOAN NAME. CITY OF PORT ANGELES ADDRESS- 321 EAST FIFTH STREET POBOX 1150 PORT ANGELES, WA 98362 SHEET 4 OF 6 DATE' NOV 2004 EXISTING 4"xS" TIMBER BRACING THROUGH - BOLTED TO PILING 1 5 TYPICAL ELEVATION NOT TO SCALE REMOVE (81) EXISTING DAMAGED BRACING AND REPLACE WITH NEW 4"xS" TIMBER BRACING DECK EL +1700 MLW +2.50.sz. MLLW 0_ ~ MHW +6 90~ MHHW +7 60 'V EXISTING 4"xS" TIMBER BRACING MUD LINE APPROX. EL -J2 O~ TYPICAL PIER ELEVATION AND SECTION NOT TO SCALE 11/03/2004 4'45 pm I \24\04\005\P"m,t\Prml-5 dwg PURPOSE REPAIR DAMAGED TIMBER PILING. FENDER PILING. BRACING AND REMOVE WIRE CABLE DATUM' MLLW = 0 O' ADJACENT PROPERTY OWNERS: 1. PORT OF PORT ANGELES 2 WHC 839. LLC 3. VOANG KHOAN PORT AN GELES MUNICIPAL PIER TYPICAL ELEVATION AND SECTION NAME: CITY OF PORT ANGELES ADDRESS' 321 EAST FIFTH STREET P O. BOX 1150 PORT ANGELES. WA 98362 TYPICAL SECTION NOT TO SCALE FENDER PILE. SEE SHEET 6 OF 6 EXISTING TIMBER CAMEL IN PORT ANGELES HARBOR AT' CITY OF PORT ANGELES , COUNTY OF CLALLAM APPLICATION BY CITY OF PORT ANGELES JOO t./ 01 j 5"":;- SHEET 5 OF 6 DATE' NOV 2004 1I~ ~ II ~ If ~ ~ JI :~- _ EXISTING TIMBER FENDER PILE 1 Ox 16 TIMBER CHOCK RUBBER FENDER 1 Ox 16 TIMBER WALER ~ fI ~ Il 1 L II ~ - II ~ 1/2" CHAIN SHACKLE SUIT, EXISTING FENDER SYSTEM NOT TO SCALE NEW TIMBER FENDER PILE RUBBER FENDER II 11 1/2" CHAIN SHACKLE SUIT, PROPOSED FENDER SYSTEM NOT TO SCALE 11/0J/2004 4 J8 pm I \24\04\005\Porm,l\P,ml-6 dwg DATUM MLLW = 0.0' PORT ANGELES MUNICIPAL PIER TYPICAL ELEVATION AND SECTION IN PORT ANGELES HARBOR AT. CITY OF PORT ANGELES COUNTY OF' CLALLAM APPLICATION BY CITY OF PORT ANGELES ).O{J4DJ3~=t SHEET 6 OF 6 DATE NOV 2004 PURPOSE: REPAIR DAMAGED TIMBER PILING, FENDER PILING, BRACING AND REMOVE WIRE CABLE ADJACENT PROPERTY OWNERS 1 PORT OF PORT ANGELES 2. WHC 839, LLC 3. VOANG KHOAN NAME: CITY OF PORT ANGELES ADDRESS 321 EAST FIFTH STREET P.O BOX 1150 PORT ANGELES, WA 98362 w us Army Corps of Engineers @ Seattle Dlstnct NATIONWIDE PERMIT 3 Terms and Conditions Effective Date: March 18,2002 A. Description of Authorized Activities - page 1 B. Corps Regional Specific Conditions for this NWP - page 2 C. EP A, Puyallup Tribe and Chehalis Tribe WQC Conditions for this NWP - page 3 D. State WQC Conditions for this NWP - page 3 E. State CZM Consistency Determination Conditions for this NWP - page 4 F. Corps National General Conditions for all NWPs - page 4 G. Corps Regional General Conditions for all NWPs - page 11 H. Additional Limitations on the Use ofNWPs - page 13 I. Further Information - page 13 In addition to any special condition that may be required on a case-by-case basis by the District Engineer, the following terms and conditions must be met, as applicable, for a Nationwide Permit 3 authorization to be valid in Washington State. A. DESCRIPTION OF AUTHORIZED ACTIVITIES Maintenance. ActivitIes related to: (1) The repair, rehabIhtatIOn, or replacement of any prevIOusly authonzed, currently serviceable, strucmre, or fill, or of any currently servIceable structIrre or fill authonzed by 33 CFR 330.3, proVIded that the structIrre or fill is not to be put to uses dIffering from those uses specIfied or contemplated for It in the original permit or the most recently authorized modificatIOn. Mmor deviatIOns in the strucmre's configuratIOn or filled area includmg those due to changes in matenals, construction technIques, or current constructIon codes or safety standards wmch are necessary to make repair, rehabIhtation, or replacement, are perrmtted, provided the adverse envIronmental effects resulting from such repaIr, rehabIlitatIOn, or replacement are rmmmal. Currently serviceable means useable as is or WIth some mamtenance, but not so degraded as to essentIally require reconstruction. This NWP authonzes the repaIr, rehabilitatIOn, or replacement of those structIrres or fills destroyed or damaged by storms, floods, fire, or other discrete events, provided the repaIr, rehabilitation, or replacement is commenced, or IS under contract to commence, wIthm two years of the date of theIr destructIOn or damage. In cases of catastrophIC events, such as hurrIcanes or tornadoes, tills two-year hrmt may be waIved by the DIStrIct Engmeer, provIded the permittee can demonstrate funding, contract, or other sIrmlar delays. (n) DIscharges of dredged or fill matenal, mcludmg excavatIOn, mto all waters of the US to remove accumulated sedIments and debns m the vIcmity of, and wItilln, eXIstmg structures (e.g., bndges, culverted road crossmgs, water mtake structures, etc.) and the placement of new or additional riprap to protect the structure, provided the permittee notifies the District Engineer m accordance WIth General Condition 13. The removal of sedIment IS hrmted to the rmnimum necessary to restore the waterway m the Immediate vIcImty of the structure to the approxnnate dImensIOns that eXIsted when the structure was bUIlt, but cannot extend further than 200 feet many dnection from the structure. The placement of nprap must be the minimum necessary to protect the structure or to ensure the safety of the structure. All excavated lllatenals must be deposIted and retamed m an upland area unless otherwise specIfically approved by the District Engineer under separate authorization. Any bank stabIlization measures not dnectly assocIated with the structure wIll reqUIre a separate authorizatIOn from the DIStrict Engmeer. (Sections 10 and 404) (m) REVOKED ThIS pernut does not authonze lllamtenance dredging for the prilllary purpose of navigation and beach restoratIOn. ThIS permit does not authorize new stream channehzatIon or stream relocatIOn projects. Any work authonzed by thIS perrmt must not cause more than rmnimal degradatIon of water quality, more than minimal changes to the flow charactenstIcs of the stream, or increase floodmg (See General ConditIons 9 and 21). (SectIOns 10 and 404) NOTE: ThIS NWP authorizes the repan, rehabIhtatIOn, or replacement of any preVIOusly authonzed structure or fill that does not quahfy for the Section 404(f) exemptIon for mamtenance. B. CORPS REGIONAL CONDITIONS FOR THIS NWP Regional Condition for NWP 3(i) - Maintenance, Repair The repair or replacement of existing permitted bank protectIOn must incorporate the least environmentally dalllagmg practIcable methods. These methods 11lclude but are not hmited to the use ofbIOengineenng, bIOtechmcal deSIgn, root wads, large woody debns, native plantmgs, and fish friendly nprap designs. Regional Condition for NWP 3(ii) - Sediment Removal, Riprap Placement The permittee must aVOId and minimize discharges mto waters of the Umted States at the project site to the maXImum extent practIcable, and the "NotificatIon" must include a wnttenjustification to the District Engmeer detaIlmg compliance WIth thIS condition. To enable the Corps in lllaking this determination, the notificatIOn must mclude the following assessments: a. Why the discharge must occur in waters of the Umted States and why avoidance or addItional rmmrmzation cannot be achIeved. b. How the proposed project incorporates least environmentally dalllagmg practicable bank protectIOn methods. These methods mclude but are not hmited to the use ofbioengmeermg, biotechmcal deSIgn, root wads, large woody debns, natIve plantings, and fish frIendly nprap designs. 2 C. EP A, Puyallup Tribe and Chehalis Tribe WQC CONDITIONS FOR THIS NWP EP A, Puyallup Tnbe and ChehalIs Tnbe water qualIty certificatIOn (WQq has been demed WIthout prejudice. An mdlvldual WQC IS reqUIred for all SectIOn 404 activitIes. D. STATE WQC CONDITIONS FOR THIS NWP State WQC has been partially demed wIthout prejudice for thIS perIll1t. An indivIdual 401 Certification IS required for projects or activIties authorized under thIS NWP If the proJect/actiVIty wIll likely result many of the following adverse effects: 1 The project or activIty wIll likely cause or contrIbute to an exceedance of a State water qualIty standard (WAC 173-201A) or sedIment qualIty standard (WAC 173-204). The requirement to obtain an indivIdual 40 1 certIfication shall not apply to projects or activIties that are carned out m accordance WIth the following perrmts, approvals, or management practices. These projects are presumed to comply WIth state water qualIty standards includmg state sediment management standards: a. Projects or activIties where the dIscharges authorized under this NWP are explIcItly authonzed or covered by a National Pollutant DIscharge ElIIll1natIOn System permit. b ProJects, activItIes or portions of projects or activities designed, constructed and maintained in accordance with the stormwater standards and practices contained in the most current verSIOn of Ecology's Stormwater Manual or an Ecology approved equivalent. c. For WSDOT m-water or over-water construction and mamtenance activities, an mdlVidual401 certIfication IS not reqUIred for those projects carned out in complIance with 2 through 4 below and the Ecology approved Implementmg Agreement regardmg compliance WIth the state ofWashmgton Surface Water Quality Standards. ComplIance WIth thIS condItion wIll be deterrmned through receIpt of a sIgned statement by the WSDOT project engmeer or maintenance supervisor, guaranteemg that the project will meet the latest Ecology approved Water QualIty Implementing Agreement for work In-Water. This statement shall be sent to the Corps of Engmeers along WIth the JARP A applIcation. 2. For projects/activIties not designed m accordance WIth eIther Ecology's stormwater manual or an Ecology approved equivalent, or for projects where there is credible SIte specific mformation which mdicates that the permits, approvals, or management practices IdentIfied above wIll not be sufficient to meet state water quality standards, the applIcant may provIde documentatIOn WIth the applicatIOn that the proJect/activity wIll otherwIse comply WIth state water qualIty standards. An mdividual401 CertIfication IS required for projects which are unable to proVIde documentation that the project/activIty wIll otherWIse comply with state water qualIty standards. 3. Projects or activities that cause or contrIbute to a dIscharge to a waterbody on the state's lIst of impaIred waterbodles [i.e., the 303( d) list] and the dIscharge may result m further exceedances of a specific parameter the waterbody IS lIsted for. The current lIst of303(d)-listed waterbodles is avaIlable on Ecology's web SIte at http://www.ecy. wa.govlprograms/wq/303d/1998/wrias/1998 _ water _ segs.pdf or by contacting Ecology's Federal Perrmts staff. NOTE: An indIvIdual 401 CertIficatIOn WIll not be reqUIred If the applIcant proVIdes documentation showing that the project or actiVIty wIll eIther not result In a dIscharge contammg the lIsted parameter or, If present, the parameter wIll not contrIbute to an increased impairment of the waterbody. 4. Projects that do not Incorporate structures and/or modificatIOns beneficial for fish or wIldlife habItat (e.g., soIl bIOengineenng, biotechnical deSIgn, rock barbs, etc.). 3 NOTE: An mdlvldual40 I certIficatIOn will not be required if the project/actIvIty IS desIgned and constructed m accordance to gUIdelines developed by the Washmgton State DepartInent ofFish and WIldlife. E. STATE CZM CONSISTENCY DETERMINATION CONDITIONS FOR THIS NWP The Coastal Zone Management (CZM) Consistency Determination has been partially denied wIthout prejudice for thIS NWP. An mdivldual CZM ConSIstency Response must be obtamed for projects reqUIring mdlvldual401 CertIficatIOn and located wlthm countIes in the coastal zone. F. CORPS NATIONAL GENERAL CONDITIONS FOR ALL NWPs 1. Navigation. No activity may cause more than a mimrnal adverse effect on navigation. 2. Proper Maintenance. Any structure or fill authorized shall be properly mamtamed, mcluding mamtenance to ensure publIc safety. 3. Soil Erosion and Sediment Controls. Appropnate soIl erosion and sedIment controls must be used and mamtained m effectIve operating condItIon dUrIng construction, and all exposed soIl and other fills, as well as any work below the ordmary hIgh water mark or high tIde line, must be pennanently stabilIzed at the earliest practIcable date. Penrnttees are encouraged to perform work witlrin waters of the United States dUrIng periods oflow-flow or no-flow. 4. Aquatic Life Movements. No actiVIty may substantIally dISrupt the necessary lIfe-cycle movements of those speCIes of aquatic life indIgenous to the waterbody, including those species that nonnally migrate through the area, unless the actIVIty'S primary purpose IS to lIllpound water. Culverts placed in streams must be installed to maintain low flow condItIons. 5 Equipment. Heavy eqUIpment working in wetlands must be placed on mats, or other measures must be taken to llillliIlllZe SOlI dIsturbance. 6. Regional and Case-By-Case Conditions The activity must comply with any regional condItIons that may have been added by the DlVlSIOn Engmeer (see 33 CFR 330 4(e)) and with any case specific condItions added by the Corps or by the state or trIbe m ItS Section 401 Water Quality CertIficatIon and Coastal Zone Management Act consIstency detenrnnation. 7 Wild and Scenic Rivers. No actiVIty may occur m a component of the National Wild and Scenic RIver System; or m a nver offiCIally designated by Congress as a "study nver" for pOSSIble inclUSIOn in the system, while the nver IS m an offiCIal study status; unless the appropnate Federal agency, WIth direct management responsibilIty for such nver, has detenruned in wntIng that the proposed actiVIty will not adversely affect the WIld and Scellic RIver deSIgnatIon, or study status. Infonnation on WIld and Scenic RIvers may be obtained from the appropriate Federal land management agency in the area (e.g., NatIonal Park Service, U.S. Forest Service, Bureau of Land Management, U.S. FIsh and WIldlife ServIce). 8. Tribal Rights No actIVIty or its operatIon may impaIr reserved tnbal rights, mcluding, but not lirmted to, reserved water nghts and treaty fishIng and hunting nghts. 9 Water Quality. (a) In certam states and tnballands an mdlVldual401 Water Quality CertificatIon must be obtained or WaIved (See 33 CFR 330.4(c)). (b) For NWPs 12, 14, 17, 18,32,39,40,42,43, and 44, where the state or trIbal 401 certificatIon (either generically or mdlVidually) does not require or approve water quality management measures, the penrnttee must proVIde water qualIty management measures that WIll ensure that the authonzed work does not result m more than 4 rmmmal degradation of water quality (or the Corps deterrmnes that compliance wIth state or local standards, where apphcable, w1l1 ensure no more than mimmal adverse effect on water quahty). An Important component of water quahty management mcludes stormwater management that rmmmizes degradatIon of the downstream aquatic system, includmg water quality (refer to General ConditIon 21 for stormwater management requrrements). Another important component of water quahty management IS the estabhshment and mamtenance of vegetated buffers next to open waters, lllc1udmg streams (refer to General Condition 19 for vegetated buffer requrrements for the NWPs). TIns condItIon IS only apphcable to projects that have the potential to affect water quahty. While appropnate measures must be taken, m most cases It IS not necessary to conduct detalled studies to Identify such measures or to require momtonng. 10. Coastal Zone Management. In certain states, an indivIdual state coastal zone management consistency concurrence must be obtained or waIved (see 33 CFR 330.4(d)). 11. Endangered Species. (a) No actIvity is authorIZed under any NWP WhICh is likely to Jeopardize the continued existence of a threatened or endangered species or a specIes proposed for such designatIon, as Identified under the Federal Endangered SpecIes Act (ESA), or which w1l1 destroy or adversely modify the cntIcal habItat of such speCIes. Non- federal perrmttees shall notIfy the DIStriCt Engllleer If any hsted species or deSIgnated cntIcal habitat might be affected or is m the vlclmty of the project, or IS located in the deSIgnated cntIcal habItat and shall not beglll work on the actIvity until notIfied by the DIStnCt Engineer that the requirements of the ESA have been satisfied and that the actiVIty IS authorized. For actIvities that may affect Federally-hsted endangered or threatened specIes or designated cntical habItat, the notIfication must lllc1ude the name(s) of the endangered or threatened specIes that may be affected by the proposed work or that utIhze the designated cntIcal habItat that may be affected by the proposed work. As a result of fonnal or mfonnal consultation with the FWS or NMFS the DIStriCt Engineer may add specIes-specIfic regIOnal endangered specIes conditIons to the NWPs. (b) AuthorizatIon of an actIvIty by a NWP does not authonze the "take" of a threatened or endangered specIes as defined under the ESA In the absence of separate authonzation (e.g., an ESA Section 10 Permit, a BIOlogIcal OpmIOn with "lllcldental take" proVlSlOns, etc.) from the USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are III vIOlation of the ESA. InfonnatIon on the locatIon of threatened and endangered species and therr critIcal habItat can be obtallled directly from the offices of the USFWS and NMFS or therr world wide web pages at http'/Iwwwfws govlrgendspp/endspp html and http://www nmfs.noaa govlprot Jesloverviewles.html respectIvely. 12. Historic Properties. No activity which may affect mstoric properties listed, or eligible for hsting, in the National RegIster of Hlstonc Places IS authorIZed, until the DIStrICt Engllleer has complied with the provisions of33 CFR part 325, AppendIX C. The prospectIve permittee must notIfy the DIStriCt Engllleer ifthe authonzed actIvIty may affect any histonc properties listed, determined to be ehglble, or which the prospective perrmttee has reason to beheve may be ehglble for hStlllg on the NatIonal RegIster of Hlstonc Places, and shall not beglll the actIvIty untIl notIfied by the DIStriCt Engmeer that the requirements of the National HIStOriC Preservation Act have been satisfied and that the activIty IS authorized. InformatIon on the location and existence ofhistonc resources can be obtained from the State Hlstonc PreservatIon Office and the NatIonal Register of HIStoriC Places (see 33 CFR 330.4(g)). For actIvitIes that may affect hIstoric propertIes listed lll, or eligible for hstmg in, the National Register of Histonc Places, the notificatIon must state whIch histonc property may be affected by the proposed work or mc1ude a ViCllllty map indIcating the locatIon ofthe mstoric property. 13. Notification. (a) Timing: Where requrred by the terms of the NWP, the prospective permittee must notIfy the DIStnCt Engmeer with a preconstructIon notificatIon (PCN) as early as pOSSIble. The Distnct Engineer must determine If the notIfication is complete within 30 days of the date of receipt and can request addItional infonnation necessary to make the PCN complete only once. However, if the prospectIve perrmttee does not provide all of the requested mfonnatIon, then the DIStriCt Engineer w1l1 notIfy the prospective perrmttee that the notIfication is stilllllcomplete and the PCN reVIew process w1l1 not commence untll all of the requested infonnatIon has been receIved by the Distnct Engineer. The prospective perrmttee shall not begm the activIty: 5 (1) Until notified in writing by the DIStnCt Engmeer that the activIty may proceed under the NWP With any special condItions Imposed by the DistrIct or DIvISIon Engmeer; or (2) If notified m wntmg by the District or DiviSIon Engmeer that an IndIVidual Permit IS required; or (3) Unless 45 days have passed from the DIStrict Engineer's receipt of the complete notification and the prospective permittee has not receIved wntten notice from the DIStnCt or Division Engmeer. Subsequently, the pernnttee's right to proceed under the NWP may be modified, suspended, or revoked only in accordance With the procedure set forth m 33 CFR 330.5(d)(2). (b) Contents of Notification: The notificatlon must be m writing and mclude the following informatlon: (1) Name, address and telephone numbers of the prospectlve pernnttee; (2) Locatlon of the proposed project; (3) Brief descriptlon of the proposed project; the proJect's purpose; drrect and irIdrrect adverse envrronmental effects the project would cause; any other NWP(s), Regional General Permit(s), or IndIVidual Pernnt(s) used or mtended to be used to authonze any part of the proposed project or any related activIty. Sketches should be provIded when necessary to show that the activIty complies with the tenns of the NWP (Sketches usually clarify the project and when provIded result m a qUIcker decision.); (4) For NWPs 7, 12, 14, 18,21,34,38,39,40,41,42, and 43, the PCN must also irIclude a delirIeation of affected speCIal aquatic sites, mcludirIg wetlands, vegetated shallows (e g., submerged aquatic vegetation, seagrass beds), and nffle and pool complexes (see paragraph l3(f)); (5) For NWP 7 (Outfall Structures and MairItenance), the PCN must mclude information regardmg the ongmal deSIgn capacItles and configurations of those areas of the facility where mairItenance dredgirIg or excavation IS proposed; (6) For NWP 14 (Lmear Transportation ProJects), the PCN must include a compensatory rmtigation proposal to offset permanent losses of waters of the US and a statement describmg how temporary losses of waters of the US wIll be rmrumized to the maXimum extent practlcable; (7) ForNWP 21 (Surface Coal Mining ActlvItles), the PCN must irIclude an Office of Surface Mmmg (OSM) or state-approved rmtigation plan, If applicable. To be authonzed by this NWP, the Distnct EngirIeer must deternnne that the actlvIty comphes With the tenns and condItions of the NWP and that the adverse environmental effects are mmImal both irIdIVIdually and cumulatively and must notlfy the project sponsor oftms determination in wrIting; (8) For NWP 27 (Stream and Wetland Restoration ActiVIties), the PCN must include documentatIOn of the pnor condItion of the site that WIll be reverted by the pernnttee; (9) For NWP 29 (SirIgle-Farmly Housmg), the PCN must also include: (i) Any past use of this NWP by the Individual Permittee and/or the pernnttee's spouse; (iI) A statement that the smgle-family housmg actlvIty IS for a personal residence of the permittee; (m) A description of the entrre parcel, mcludirIg its SIZe, and a delineatIon of wetlands. For the purpose oftms NWP, parcels ofland measurmg l/4-acre or less Will not require a fonnal on-site dehneatlon. However, the apphcant shall prOVIde an indIcation of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than 1/4-acre in SIZe, fonnal wetland delineation must be prepared irI accordance with the current method requrred by the Corps. (See paragraph 13(f)); 6 (lV) A wntten description of all land (mcluding, If avaIlable, legal descriptions) owned by the prospectIve permittee and/or the prospectIve penruttee's spouse, withm a one rmle radIUs of the parcel, in any form of ownershIp (mcluding any land owned as a partner, corporation, joint tenant, co-tenant, or as a tenant-by-the-entirety) and any land on wmch a purchase and sale agreement or other contract for sale or purchase has been executed; (10) For NWP 31 (Maintenance of Existing Flood Control Facilities), the prospectIve penruttee must eIther notIfY the DIStrIct Engineer WIth a PCN pnor to each mamtenance actIvIty or submit a five year (or less) mamtenance plan. In addItion, the PCN must mclude all of the followmg: (1) Sufficient baselme mfonnatIon identIfymg the approved channel depths and configuratIons and eXIstmg faCIlIties. Mmor deVIatIons are authorized, provIded the approved flood control protectIon or dramage IS not mcreased, (11) A delmeatIon of any affected specIal aquatIc sites, including wetlands; and, (iii) LocatIon of the dredged matenal dIsposal SIte; (11) For NWP 33 (Temporary ConstructIon, Access, and Dewatering), the PCN must also mclude a restoratIOn plan of reasonable measures to aVOId and mmImIZe adverse effects to aquatIc resources; (12) For NWPs 39, 43 and 44, the PCN must also include a written statement to the DIStrICt Engineer explainmg how aVOIdance and minimizatIon for losses of waters of the US were achieved on the project site; (13) For NWP 39 and NWP 42, the PCN must mclude a compensatory rmtIgation proposal to offset losses of waters of the US or JustIficatIon explaining why compensatory rmtIgatIon should not be required. For dIscharges that cause the loss of greater than 300 lInear feet of an intermittent stream bed, to be authorized, the DIStrict Engmeer must determine that the actIvIty complIes with the other tenns and condItIons ofthe NWP, detenrune adverse environmental effects are rmmmal both mdIvIdually and cumulatIvely, and waive the lIrmtatIon on stream Impacts m writIng before the penruttee may proceed; (14) For NWP 40 (AgricultJ.rral ActIvIties), the PCN must mclude a compensatory rmtIgatIOn proposal to offset losses of waters of the US. ThIs NWP does not authorize the relocation of greater than 300 Imear-feet of eXIstIng servIceable drainage ditches constructed m non-tIdal streams unless, for drainage ditches constructed in intenruttent non-tIdal streams, the District Engineer Waives thIs cntenon m wntIng, and the District Engineer has determined that the project complIes with all tenns and condItIons of this NWP, and that any adverse impacts of the project on the aquatic environment are rmmmal, both mdivIdually and cumulatIvely; (15) For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new stormwater management facIlIties, a mamtenance plan (m accordance WIth state and local requIrements, If applIcable) and a compensatory mitigation proposal to offset losses of waters ofthe US. For dIscharges that cause the loss of greater than 300 Imear feet of an mtenruttent stream bed, to be authonzed, the DIStrICt Engmeer must detenrune that the actiVIty complIes with the other tenns and condItions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and Waive the lrrmtatIon on stream Impacts in writing before the permittee may proceed; (16) For NWP 44 (Mllllng ActIVItIes), the PCN must mclude a descnptIon of all waters of the US adversely affected by the project, a descnption of measures taken to minimIze adverse effects to waters of the US, a descnptIon of measures taken to comply With the criteria of the NWP, and a reclamation plan (for all aggregate mining actIvitIes m Isolated waters and non-tIdal wetlands adjacent to headwaters and any hard rock/rmneral mining actIVItIes); (17) For actiVItIes that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utIlize the deSIgnated cntIcal habItat that may be affected by the proposed work; and 7 (18) For actIvitIes that may affect historic propertIes lIsted m, or elIgible for listing m, the NatIonal Register ofHlstonc Places, the PCN must state which hIstonc property may be affected by the proposed work or mclude a vicinity map-indIcating the location of the historic property. (c) Form of Notification: The standard IndIvidual Perrrut applIcation form (Form ENG 4345) may be used as the notIfication but must clearly indicate that it is a PCN and must mclude all of the mfonnatIon required m (b) (1)- (18) of General CondItIon 13. A letter contalmng the reqUIsIte infonnation may also be used. (d) District Engineer's Decision: In reviewing the PCN for the proposed actiVIty, the District Engmeer will deterrrune whether the actIVIty authonzed by the NWP will result in more than mimmal mdivldual or cumulatIve adverse environmental effects or may be contrary to the public mterest. The prospectIve permittee may subrmt a proposed rmtIgatIon plan with the PCN to expedIte the process. The DIStrict Engineer will consIder any proposed compensatory mitigation the applIcant has included in the proposal m determining whether the net adverse environmental effects to the aquatIc enVIronment of the proposed work are mmImal. If the District Engineer deterrrunes that the actIVIty complies with the terms and condItions of the NWP and that the adverse effects on the aquatIc enVIronment are rmmmal, after considering mitigation, the DIstrict Engineer wIll notIfy the perrruttee and mclude any condItIons the District Engmeer deems necessary. The DIStnCt Engineer must approve any compensatory rmtIgation proposal before the perrruttee commences work. If the prospective perrruttee is required to submit a compensatory mitIgatIon proposal with the PCN, the proposal may be eIther conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan WIth the PCN, the Distnct Engineer WIll expedItIously reVIew the proposed compensatory mitigatIon plan. The District Engineer must review the plan within 45 days of recelYmg a complete PCN and deterrrune whether the conceptual or specific proposed mitigatIon would ensure no more than rmmmal adverse effects on the aquatic enVIronment. If the net adverse effects of the project on the aquatIc enVIronment (after conSIderatIon of the compensatory rmtIgatIon proposal) are determined by the District Engmeer to be mimmal, the DIStrict Engmeer will provide a tImely written response to the applicant. The response will state that the proj ect can proceed under the terms and conditions of the NWP. If the DIStrIct Engineer deterrrunes that the adverse effects of the proposed work are more than rmmmal, then the Distnct Engineer will notIfy the applicant eIther: (1) That the project does not qualify for authonzatIOn under the NWP and instruct the applIcant on the procedures to seek authorization under an Individual Perrrut; (2) that the project IS authorized under the NWP subject to the applIcant's subrmssIOn of a mitIgatIon proposal that would reduce the adverse effects on the aquatic enVIronment to the mimmallevel; or (3) that the project is authorIZed under the NWP WIth specific modIfications or condItIons. Where the DIStrict Engineer determines that rmtIgation IS required to ensure no more than minimal adverse effects occur to the aquatIc envIronment, the actIvity will be authorized within the 45-day PCN penod. The authonzatIon will include the necessary conceptual or speCIfic rmtIgation or a requirement that the applIcant submit a mitIgation proposal that would reduce the adverse effects on the aquatic enVIronment to the rmnimallevel. When conceptual rmtIgatIon is included, or a rmtIgatIon plan IS required under Item (2) above, no work in waters of the US will occur untIl the DIStriCt Engineer has approved a speCIfic mitIgation plan. (e) Agency Coordination: The DIStnCt Engmeer wIll conSIder any comments from Federal and state agenCIes concerning the proposed actIVIty'S complIance WIth the terms and condItIons of the NWPs and the need for rmtigatIOn to reduce the project's adverse enVIronmental effects to a minimal level. For actIvities requiring notificatIon to the DIStrICt EngIneer that result In the loss of greater than 1/2-acre of waters of the US, the DIStriCt EngIneer WIll prOVIde Immediately (e.g., Via facslrmle transrmssIOn, overmght mall, or other expedItious manner) a copy to the appropnate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Histonc PreservatIon Officer (SHPO), and, If appropnate, the NMFS). WIth the exceptIon ofNWP 37, these agencies will then have 10 calendar days from the date the material is transrmtted to telephone or fax the District EngIneer notIce that they Intend to proVIde substantive, site-speCIfic comments. If so contacted by an agency, the District Engineer WIll wait an addItIonal 15 calendar days before makIng a deCIsion on the notIficatIOn. The DIStnct Engineer WIll fully consider agency comments received WIthIn the speCIfied time frame, but WIll provide no response to the resource agency, except as provided below. The DIStrICt Engmeer WIll Indicate in the administratIve record associated With each notificatIon that the resource agenCIes' concerns were considered. As required by section 305(b)(4)(B) ofthe Magnuson-Stevens FIshery Conservation and Management Act, the DIStriCt EngIneer WIll provide a response to NMFS WIthin 30 days of receIpt of any Essential Fish Habitat conservatIon recommendatIons. ApplIcants are encouraged to prOVIde the Corps multIple copIes of notIfications to expedIte agency notIficatIon. 8 (f) Wetland Delineations: Wetland dehneations must be prepared ill accordance with the current method required by the Corps (For NWP 29 see paragraph (b )(9)(iii) for parcels less than (l/4-acre ill sIZe). The permittee may ask the Corps to delineate the specIal aquatic site. There may be some delay If the Corps does the delilleation. Furthermore, the 45-day penod wIll not start until the wetland delineatlon has been completed and subnntted to the Corps, where appropriate. 14. Compliance Certification. Every penmttee who has receIved NWP verification from the Corps will submit a sIgned certificatIon regardillg the completed work and any required nntlgatIOn. The certification wIll be forwarded by the Corps WIth the authorIZation letter and WIll include: (a) A statement that the authorized work was done ill accordance With the Corps authorIZation, including any general or specIfic conditIOns; (b) A statement that any requIred nntigatIOn was completed in accordance with the penmt conditlons; and (c) The signature of the penmttee certlfying the completlon of the work and mitlgatIOn. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a smgle and complete project is prohibIted, except when the acreage loss of waters ofthe US authorized by the NWPs does not exceed the acreage hnnt of the NWP WIth the mghest specIfied acreage hnnt (e.g. If a road crossing over tldal waters is constructed under NWP 14, With assocIated bank stabIlIZation authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed l/3-acre). 16. Water Supply Intakes. No activity, illcludillg structures and work ill navigable waters of the US or dIscharges of dredged or fill material, may occur ill the proximity of a public water supply illtake except where the actIvity is for repaIr of the public water supply intake structures or adjacent bank stabIlIZation. 17. Shellfish Beds. No actlvlty, includillg structures and work ill navIgable waters of the US or discharges of dredged or fill material, may occur ill areas of concentrated shellfish populations, unless the actiVIty IS dIrectly related to a shellfish harvesting actiVIty authOrIZed by NWP 4. 18. Suitable Material. No activIty, illcludillg structures and work in navigable waters of the US or dIscharges of dredged or fill material, may consist of unsuitable material (e.g., trash, debris, car bodIes, asphalt, etc.) and material used for constructlon or discharged must be free from tOXIC pollutants ill toxic amounts (see section 307 of the CW A). 19. Mitigation. The DIStrICt Engmeer will consIder the factors discussed below when deternnning the acceptablhty of appropnate and practlcable nntigatIOn necessary to offset adverse effects on the aquatlc environment that are more than minimal. (a) The project must be deSIgned and constructed to aVOId and miillnnze adverse effects to waters of the US to the maXImum extent practlcable at the project SIte (I.e., on site). (b) Mitigatlon m all its forms (avoiding, nnmnnzillg, rectifying, reducing or compensatIng) will be required to the extent necessary to ensure that the adverse effects to the aquatIc environment are mmlmal. (c) Compensatory mitIgatIOn at a minimum one-for-one ratlo Will be requIred for all wetland Impacts requirIng a PCN, unless the DIStnCt Engmeer detenmnes m writIng tlIat some other form of mitigatIon would be more envIronmentally appropnate and provides a project-specIfic waiver of thIS requirement. ConSIstent With National polIcy, the DIstrICt Engineer wIll estabhsh a preference for restoratlon of wetlands as compensatory mitigatlon, with preservation used only ill exceptional CIrcumstances. (d) Compensatory nntlgation (i.e., replacement or substimtion of aquatic resources for those impacted) will not be used to mcrease the acreage losses allowed by the acreage lirmts of some of the NWPs. For example, 1/4-acre of wetlands cannot be created to change a 3/4-acre loss of wetlands to a 1/2-acre loss associated with NWP 39 venficatlon. However, 1/2-acre of created wetlands can be used to reduce the impacts of a 1/2-acre loss of wetlands to the nnillmum rrnpact level in order to meet the mimmallmpact requIrement associated with NWPs. 9 (e) To be practicable, the mitIgatIon must be available and capable of being done consIdering costs, existIng technology, and lOgIStICS in hght of the overall project purposes. Examples ofrmtigatIon that may be appropnate and practicable include, but are not hrmted to: reducing the size of the project; establishing and maintaimng wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functIons and values by creatmg, restonng, enhancing, or preservmg sIrmlar functions and values, preferably In the same watershed. (f) Compensatory mitIgatIOn plans for projects In or near streams or other open waters wIll normally mclude a requIrement for the estabhshment, maIntenance, and legal protectIon (e.g., easements, deed restnctions) of vegetated buffers to open waters. In many cases, vegetated buffers WIll be the only compensatory mitigation requIred. Vegetated buffers should conSIst of natIve species. The width of the vegetated buffers required will address documented water quality or aquatic habItat loss concerns. Normally, the vegetated buffer wIll be 25 to 50 feet wide on each side of the stream, but the DIStriCt Engineers may requIre shghtly wider vegetated buffers to address documented water quality or habitat loss concerns. Where both wetlands and open waters eXIst on the project site, the Corps will deterrmne the appropnate compensatory mitigation (e.g , stream buffers or wetlands compensation) based on what is best for the aquatIc enVIronment on a watershed basis. In cases where vegetated buffers are determined to be the most appropriate form of compensatory rmtIgatIon, the DIStnCt Engmeer may waive or reduce the requIrement to prOVIde wetland compensatory rmtIgation for wetland rrnpacts. (g) Compensatory rmtIgation proposals subrmtted WIth the "notification" may be either conceptual or detaIled. If conceptual plans are approved under the verification, then the Corps WIll condItIon the venficatIon to requIre detaIled plans be submitted and approved by the Corps pnor to constructIon of the authonzed actIVIty m waters of the US. (h) Perrmttees may propose the use of rmtIgation banks, In-lieu fee arrangements or separate actIvIty-specific compensatory rmtIgatIon. In all cases that require compensatory rmtigation, the mitigation provisIOns will specify the party responsIble for accomphshmg and/or complying with the mitigation plan. 20. Spawning Areas. ActIVItIes, includmg structIrres and work m navIgable waters ofthe US or dIscharges of dredged or fill material, in spawning areas during spawnIng seasons must be aVOIded to the maximum extent practIcable. ActiVIties that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial tIrrbidity) of an important spawning area are not authonzed. 21. Management of Water Flows. To the maXImum extent practIcable, the actIVIty must be designed to maIntam pre construction downstream flow condItIons (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the pnmary purpose of the fill IS to Impound waters) and the structIrre or discharge of dredged or fill matenal must wIthstand expected hIgh flows. The actIVIty must, to the maXImum extent practIcable, proVIde for retaInIng excess flows from the SIte, proVIde for mamtaming surface flow rates from the SIte sIrmlar to preconstructIon condItions, and provide for not IncreasIng water flows from the project SIte, relocatIng water, or redIrectIng water flow beyond pre constructIon condItIons. Stream channehzIng WIll be reduced to the rmmmal amount necessary, and the actiVIty must, to the maXImum extent practIcable, reduce adverse effects such as floodIng or erosion downstream and upstream of the project SIte, unless the actiVIty IS part of a larger system deSIgned to manage water flows. In most cases, it WIll not be a requIrement to conduct detailed studIes and monitonng of water flow. This condition is only apphcable to projects that have the potentIal to affect waterflows. While appropriate measures must be taken, It IS not necessary to conduct detaIled studies to IdentIfy such measures or require monitoring to ensure theIr effectIveness. Normally, the Corps WIll defer to state and local authonties regardIng management of water flow. 22. Adverse Effects From Impoundments. If the actIVIty creates an rrnpoundment of water, adverse effects to the aquatIc system due to the acceleration of the passage of water, and/or the restrictIng its flow shall be mimmIZed to the maxrrnum extent practIcable. ThIs Includes structIrres and work in naVIgable waters of the US, or dIscharges of dredged or fill matenal. 23. Waterfowl Breeding Areas. Activities, including structIrres and work in naVIgable waters of the US or discharges of dredged or fill matenal, into breedIng areas for rmgratory waterfowl must be aVOIded to the maXImum extent practIcable. 10 24. Removal of Temporary Fills. Any temporary fills must be removed m theIr entirety and the affected areas returned to their preexistmg elevatIon. 25. Designated Critical Resource Waters. CntIcal resource waters mclude, NOAA-deSIgnated manne sanctlIanes, NatIonal Estuarme Research Reserves, NatIonal Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural hentage sites, and outstandirIg national resource waters or other waters offiCIally designated by a state as havirIg particular environmental or ecological sIgmficance and IdentIfied by the District Engmeer after notIce and opportumty for publIc comment. The DIStrICt Engineer may also designate additIonal cntIcal resource waters after notIce and opporturrity for comment. (a) Except as noted below, discharges of dredged or fill materialmto waters of the US are not authorized by NWPs 7, 12, 14, 16, 17,21,29,31,35,39,40,42,43, and 44 for any activity within, or drrectly affecting, cntIcal resource waters, mcludmg wetlands adjacent to such waters. DIscharges of dredged or fill materials into waters of the US may be authonzed by the above NWPs m NatIonal WIld and Scenic RIvers If the activity complies WIth General CondItIon 7. Further, such dIscharges may be authonzed m deSIgnated critical habItat for Federally lIsted threatened or endangered species ifthe activity complIes WIth General CondItIon 11 and the USFWS or the NMFS has concurred m a detenmnatIon of compliance WIth thIs condItIon. (b) For NWPs 3, 8, 10, 13, 15, 18, 19,22,23,25,27,28,30,33,34,36,37, and 38, notIficatIon IS reqUIred m accordance WIth General Condition 13, for any actIVIty proposed m the deSIgnated critical resource waters mcludirIg wetlands adjacent to those waters. The Dlstnct Engmeer may authonze activities under these NWPs only after It is detenmned that the impacts to the critical resource waters will be no more than minimal. 26 Fills Within tOO-Year Floodplains. For purposes of thIs General ConditIOn, 100-year floodplams will be IdentIfied through the eXIsting Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplairI maps. (a) DIscharges m Floodplain; Below Headwaters. Discharges of dredged or fill material irIto waters of the US WIthIn the mapped 100-year floodplam, below headwaters (I.e., 5 cfs), resulting in permanent above-grade fills, are not authonzed by NWPs 39, 40, 42, 43, and 44. (b) Discharges in Floodway; Above Headwaters. DIscharges of dredged or fill matenalmto waters of the US WIthIn the FEMA or locally mapped floodway, resulting in permanent above-grade fills, are not authorized by NWPs 39,40,42, and 44. (c) The penmttee must comply WIth any applIcable FEMA-approved state or local floodplairI management requIrements. 27. Construction Period. For actiVItIes that have not been venfied by the Corps and the project was commenced or under contract to commence by the expIratIon date of the NWP (or modification or revocatIon date), the work must be completed WIthml2-months after such date (includirIg any modIfication that affects the project). For activitIes that have been verified and the project was commenced or under contract to commence within the venficatIon period, the work must be completed by the date detenmned by the Corps. For projects tlIat have been verified by the Corps, an extension of a Corps approved completion date maybe requested. This request must be submitted at least one month before the previously approved completion date. G. CORPS REGIONAL GENERAL CONDITIONS FOR ALL NWPs 1. Mature Forested and Bog and Bog-like Wetlands. The use ofNWPs is specifically prohIbited m mature forested wetlands or bog and bog-lIke wetlands or just these components of a wetland system (as defmed m the DefimtIon sectIon of this PublIc NotIce), except for projects provided coverage under the followmg NWPs: 11 NWP 3(i,ii) NWP 20 NWP 32 NWP 38 NWP 40(a) - Mamtenance 011 SpIll Cleanup Completed Enforcement Actions Cleanup of Hazardous and TOXIC Waste USDA program participant NOTE: NWP regulatIons do not allow the regIOnal conditioning ofNWP 40(a). 2. Access. You must allow representatives from tills office to inspect the authonzed activity at any tIme deemed necessary to ensure that It IS bemg, or has been, accomphshed m accordance WIth the terms and conditIons of your permIt. 3. Commencement Bay. An individual permIt IS required in the Commencement Bay Study Area (CBSA) for activities WhICh would have qualified for the following NWPs: NWP 12 - UtIhty Line ActIvities (substatIons and access roads) NWP 13 - Bank StabIlization NWP 14 - Linear TransportatIOn Crossmgs NWP 23 - Approved Categoncal ExcluSIOns NWP 29 - Smgle-FamIly Housmg NWP 39 - ResIdentIal, CommerCIal, and InstItutIonal Developments NWP 40 - AgrIcultural ActIvIties NWP 41 - Reshapmg EXIsting Drainage DItches NWP 42 - RecreatIonal FacIlities NWP 43 - Stormwater Management Facihties The CBSA IS located near the southern end ofPuget Sound's main basm at Tacoma, PIerce County, Wasillngton. The CBSA extends from BroWll'S Pomt around the bay to Pomt Defiance and includes the commerCIal waterways, wetlands, and any other jurIsdIctIonal waters. From Pomt Defiance, the hne runs southeast to State Route 7 (Pacific Avenue), then south to the centerlme ofI-5; then east (northbound lanes) along 1-5 to the Puyallup RIver. The boundary extends 200 feet on either side of the Puyallup RIver southeast to the Clark Creek Road (Melroy) Bndge. From the Puyallup River, the boundary extends east along 1-5 to 70th Avenue E. The lme then returns to BroWll'S Pomt to the northwest, follOWIng the 100-foot contour elevatIon above sea level located east ofHylebos Creek and Marine VIew Drive. 4. Mill Creek Special Area Management Plan (SAMP). Withm the boundaries of the (SAMP), the followmg NWPs can be used only m those areas deSIgnated as "Developable Wetlands": NWP 14 - NWP 23 - NWP 29 - NWP 33 - NWP 39 - NWP 40- NWP 41 - NWP 42 - NWP 43 - Linear Transportation Crossmgs Approved Categoncal Exclusions Single-Family Housing Temporary Construction, Access and Dewatering ReSIdentIal, Commercial, and InshtutIOnal Developments Agricultural ActiVItIes Reshapmg EXIsting Drainage DItches RecreatIonal FacIlitIes Stormwater Management FacihtIes UntIl the SAMP IS approved, the users of these NWPs hsted above (except NWP 40a.) must notify the Distnct Engmeer m accordance with General CondItIon 13 for any acreage or volume proposed. Once the SAMP is approved, the "NotIfication" lmllts WIll be as speCIfied in the mdIvIdual NWPs. MItIgation requirements for these projects must eIther be onsIte or witlnn the areas designated as "Preferred MItIgation SItes". MItIgation plans must comply with the requirements found WIthm the MIll Creek SpeCIal Area Management Plan, Kmg County, Washington, dated Apn12000. 12 An mdividual permit is requITed for all proposals in "Developable Wetlands" that would have qualified for NWPs other than those lIsted above NWP 27, Stream RestoratIon and Enhancement ActivitIes, can be used witlun the SAMP, but, must comply with the requirements found within the Mill Creek Special Area Management Plan, King County, Washington. The MIll Creek SAMP applIes to all areas and tnbutanes dramed by Mill Creek (Auburn), Mullen Slough, Midway Creek, Auburn Creek, and the area bounded by 4th Street Northeast in Auburn on the south, and the Ordmary High Water mark of the Green River on the east and north. 5. Prohibited Work Times for Bald Eagle Protection. For compliance With National General ConditIOn 11, the followmg constructIon actIvity prohibitions apply to protect bald eagles, listed as tlrreatened under the Endangered SpeCies Act: (a) No constructIon activity authorized under a NWP shall occur witlun 1/4 mile of an occupIed bald eagle nest, nocturnal roost SIte, or wmtermg concentratIon area, wItlun the following seasonal work prohibitIon tImes. (b) No construction activity authonzed under a NWP shall occur witlun 1/2 mile BY LINE OF SIGHT of an occupied bald eagle nest or nocturnal roost SIte, wIthin the following seasonal work prohIbItIon times: Work prohibitIon tImes: (1) Nestmg between January 1 and August 15 each year. (2) Wintermg areas between November 1 and March 31 each year. Exceptions to these prolubIted work times can be made by request to tlIe Corps and approved by the U.S. FIsh and WildlIfe ServIce (USFWS). Contact the USFWS to determine If a bald eagle nest, nocturnal roost, or wmtenng concentratIon occurs near your proposed project: West of Cascades: Olympia Office - (360) 753-9440 East of Cascades: Ephrata - (509) 754-8580 or Spokane - (509) 893-8002 Mamstem of the Columbia River downstream from McNary Dam: Portland - (503) 231-6179 H. ADDITIONAL LIMITATIONS ON THE USE OF NWPs 1. DIStrict Engineers have authonty to detennine If an activity complies with the tenus and condItIons of an NWP. 2 NWPs do not obvIate the need to obtam other Federal, state, or local permits, approvals, or authorizatIons reqUITed by law. 3. NWPs do not grant any property nghts or exclUSIve privIleges. 4. NWPs do not authorize any mJury to the property or rights of others. 5. NWPs do not authonze mterference with any eXIstIng or proposed Federal project. 6. If future operatIOns by the Umted States reqUIre the removal, relocation, or other alteratIon of the work herem authonzed, or If, in the opmIOn of the Secretary of the Army or his authorized representatIve, saId structure or work shall cause umeasonable obstruction to the free navigation of the naVIgable waters, you wIll be reqUIred, upon due notIce from the U. S Army Corps of Engmeers, to remove, relocate, or alter the 13 structural work or ObstructIOns caused thereby, wIthout expense to the Umted States. No claIm shall be made against the United States on account of any such removal or alteration. I. FURTHER INFORMATION Further mformatIon about the U.S. Army Corps of Engineers regulatory program, including nationwide permits, may also be accessed on our Internet page: http://www.nws.usace.army.mil (select "RegulatorylPermits"). 14 "" ff.'iinl ~ US Army Corps of Engineers <to) Seattle Dlstnct Programmatic Consultation - Phase I General Implementation Conditions Permittees must follow these conditions, as well as stipulations specifically related to the work, in order for the permit to be covered by this informal programmatic consultation. I. General Conditions: ,\ 1. Notification. Applicants and permittees must notify the Corps via Programmatlc Endangered Species Act (ESA) Consultation Specific Project Information Form for all actions proposed or completed under this programmatic consultation. If the notification is accomplished prior to completing the work, applicants must complete the Programmatic ESA Consultation Specific Project Information Form and submit it with their JARP A or pre- construction notification package. ' 2. Agency Access. Permittee must provide access to the work site to representatives of the Corps, National Marine Fisheries Service (NMFS), U.S. Fish and Wildlife Service (USFWS), Washington Department of Ecology (Ecology), and Washington Department ofFish and Wildlife (WDFW) during all hours of construction or operation. 3. Suitable Material. Only clean, suitable material shall be used as dredged or fill material (e.g., no trash, debris, car bodies, asphalt, etc.,). Material must be free from toxic pollutants in toxic amounts. 4. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas returned to their preexisting elevation and contours. 5. No work in a Superfund or Model Toxic Clean up Site. No work shall occur in or adjacent to an existing or previously designated Superfund Clean-up site by the U.S. Environmental Protection Agency (EP A), or a site currently or previously designated for clean up under the Washington State Model Toxic Control Act (173-340 WAC), except for projects meeting conditions of Nationwide Permit 20. II. In-water Work Conditions: 1. In-Water Work Period. Where specified, all in-water work shall occur within the approved work window as outlined in the Programmatic Consultation - Phase I: Approved Work Windows. Allowable in-water work periods are subject to revision as new information on ESA listed or proposed fish use is obtained. 2. In-Stream Work Prohibited. Work shall be done from the top of the bank. Operation of heavy equipment directly in the active flowing channel is not covered by this consultation. 3. Restrictions on Heavy Equipment. Permittee shall use equipment having the least impact. Hand labor rather than heavy equipment will be used when possible and as required for individual actions under this informal programmatic consultation. Heavy equipment working in wetlands must be placed on mats, or other temporary structures to minimize soil 1 ,. c. No stockpiling in a wetland or the waterbody. No stockpiling shall occur in a wetland, riparian zone, or waterward of the OHW in any stream or lake, or MHHW in any marine/estuarine area. d. Excess material stockpiled in uplands. All excess dredged or excavated material shall be placed in an upland location. e. Temporary erosion control. Permittee shall install and maintain temporary erosion control and ensure that erosion control measures are inspected on a regular basis during the life of the construction. II f. Use non-persistent and non-invasive plants. If plants are utilized for temporary erosion control, species selected shall be non-persistent and non-invasive. Sterile straw or hay bales shall be used to prevent introduction of weeds. Native vegetation will be planted on disturbed sites (including project site, disposal and staging areas, and access roads) when necessary to reduce soil erosion, establish cover, prevent invasive plant colonization, and provide shade. g. Stabilize and restore temporary upland access areas. Any temporary access areas will be built to avoid impacts to fish, wildlife, wetlands, or other sensitive resources. Construction of access roads and associated staging areas shall be protected with appropriate matting, i.e. sheet piling or geo-textile fabric placed under a gravel blanket or 'other suitable material. Any temporary roads or staging areas and associated matting constructed for the project will be removed and the area restored to pre-existing or enhanced conditions upon project completion. h. Use existing access areas. Where specified, existing upland access areas will be used to access the beach or stream areas. 1. Sedimentation ponds. Sedimentation ponds, sump ponds, swales, pumps, and any supplemental treatment facilities (may include chemical batch treatment cells, high- volume mechanical filtering devices, with or without chemical treatment, flow-through clarifiers, with or without chemical treatment, flow-through ponds, with chemical treatment) necessary for a particular project must be constructed and operational prior to fill placement. The facilities will be designed to accommodate the runoff-flow that can be expected depending on the time ofthe year project construction will take place. J . Wet season construction. If construction occurs during 1 November through 30 April of any year, only fill material containing less than 5 percent of very fine particles (such as silts, clays or the like) will be placed in the project area to reduce the amount of sedimentation generated in the construction stormwater runoff. k. Stormwater treatment. Stormwater collected in temporary sedimentation basins must be treated before release into any waterbody or wetland and monitored for pH, turbidity, and settleable solids, as well as bioassays to assess treated water toxicity. 3 4. Use Clean Equipment and no "washout" of equipment in or adjacent to a waterbody. All equipment that is used for in-water work shall be cleaned to remove external oil, grease, dirt and mud prior to placing the equipment in the water. Wash sites shall be placed so that wash water does not flow into the water body or a wetland without adequate treatment, no sediment will enter the waterbody or wetland, and it is located at a minimum of 300 feet landward from the edge of any waterbody or wetland. " 5. Report Accidental Spills to Ecology. In the event of a spill, permittee shall stop work immediately and notify the Washington State Department of Ecology (Ecology). For Northwest Washington, contact Ecology's Northwest Regional Spill Response Office at (425) 649-7000. For Southwest Washington, contact Ecology's Southwest Regional Spill Response Office at (360) 407-6300. For Central Washington, contact Ecology's Central Regional Spill Response Office at (509) 575-2490. For Eastern Washington, contact Ecology's Eastern Regional Spill Response Office at (509) 456-2926. In addition, for Endangered Species Act purposes, accidental spills must also be reported immediately (within one business day) to the Corps at (206) 764-3495, NMFS at (360) 753-9530, and USFWS at (360) 753-9467. V. Minimization and Reve2etation Guidelines: 1. Minimization. All projects and associated construction activities must be designed so that impacts to waters of the U.S., wetlands, and habitat for listed or proposed fish species are avoided and minimized to the full extent practicable. 2. Natural Beach/Stream Complexity Features. Boulder, rock, and woody debris material must not be removed from any stream or shoreline area. 3. Revegetation Guidelines. Upon completion of work covered in this informal programmatic consultation, all disturbed herbaceous areas of the site shall be replanted with native herbaceous and/or woody vegetation. Herbaceous plantings shall occur within 48 hours of the completion of construction. Woody vegetation components shall be planted in the Fall or early Winter, whichever occurs first. The applicant shall take appropriate measures to ensure revegetation success. a. Planting Plan. A planting plan must be submitted to the Corps for approval, including species names of all plants proposed and method of planting (i.e. hydroseeding, density of cuttings, etc.). b. As-built Drawings. "As-built" drawings and photographs of the planted areas or a status report must be submitted to the U.S. Army Corps of Engineers (Corps), Seattle District, Regulatory Branch and USFWS within 13 months of the date of permit issuance. c. Submittal of Monitoring Reports. Two monitoring reports with photographs must be submitted to the Corps and USFWS: the first monitoring report one year after the Corps written approval of the "as-built" drawings and a final monitoring report three " 5 , ~ .-..it.,UJ..l. 10. L.. , 'J4.~'1!Q.~ Table 1: Common Non-native Plants Often Found in Western Washington (Source: Methods for Assessing Wetland Functions, Part 2: Procedures for Collectmg Data, Washington State Department of Ecology (99-116), 1999.) Washin2ton's Wetlands " SPECIES NAME Agropyron repens Alopecurus pratensis, A. aequalis Arcticum minus Bromus tectorum, B. rigidus, B. brizaeformis, B. secalmus, B. japonicus, B. moUls, B. commutatus, B. inermls, B. erectus Cenchrus longispinus Centaurea solstitialis, C repens C cyanus, C maculosa, C difJusa Cirsium vulgare, C. arvense Cynosurus cristasus, C echinatus Cytisus scoparius Dactylis glomerata Dipsacus sylvestris Digitaria sanguinalis Echinochloa crusgaUi Euphorbia peplus, E. esula Festuca arundinacea, F. pratensis, F. rubra Holcus lanatus, H mol/is Hordeum jabatum Hypericum perforatum Iris pseudacorus Ilex aquifolium Lolium perenne, L. multiflorum, L. temulentum Lotus cormculatus Lythrum salicaria. Matricaria matricarioides Medicago sativa Meli/otus alba, M. offiinalis Phalaris arundinacae Phleum pratense Phragmites australis Poa compressa P. palustris, P. pratensls Polygonium aviculare, P convolutus, P. cuspidatum, P. lapathifolium, P. persicaria, P. sachalineuse Ranunculus repens Rubus procerus (discolor), R. lacinatus, R. vestitus, R. macrophyUus, R. leucodermis Salsola kali Setaria viridis Slsymbrium altissimum, S. loeselii, S. officmale Tanacetum vulgare Trifolium dublum, T. pratense, T. repens, T. arvense, T. subterraneum, T. hybridium Misc. cultivated species 7 \ I' \. , ~' . " COMMON NAME Quackgrass Meadow foxtaIl Burdock Bromes Sanbur Knapweeds ThIstles Dogtail Scot's broom Orchardgrass Teasel Crabgrass Barnyard grass Spurge Fescue Velvet grass F oxtaIl barley St. John's Wort Yellow IrIS EnglIsh holly Ryegrass BIrdsfoot trefOIl Purple loosestrIfe Pmeapple weed Alfalfa Sweet clover Reed canarygrass TImothy Common reed Bluegrass Knotweeds Creepmg buttercup Non-native blackberrIes RUSSian thistle Green bristlegrass Tumblemustards Tansy Clovers Wheat, com, barley, rye, etc. " , . ''.rt~,\f' , ; ,~4~:~t;;~ft~~ '_. ~ ~ . . .'l' I> .. US Army Corps of Engineers @ Seattle Dlstnct CERTIFICATE OF COMPLIANCE WITH DEPARTMENT OF THE ARMY PERMIT Permit Number: 200401357 Name of Permittee: City of Port Angeles Date of Issuance: Upon completion of the activity authorized by this permit, please check the applicable boxes below, sign this certification, and return it to the following address: Department of the Army U.S. Army Corps of Engineers Seattle District, Regulatory Branch Post Office Box 3755 Seattle, Washington 98125-3755 Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with the terms and conditions of your authorization, your project is subject to suspension, modification, or revocation. D The work authorized by the above-referenced permit has been completed in accordance with the terms and conditions of this permit. D The mitigation required (not including monitoring) by the above-referenced permit has been completed in accordance with the terms and conditions of this permit. Signature of Permittee Washington HYDRAULIC PROJECT APPROVAL Coastal Department of 48 Devonshire Road FISH and WilDLIFE Montesano, WA 98563 (360) 249-4628 Issue Date: March 07, 2005 Control Number: 100749-1 Expiration Date: March 07, 2007 FPA/Public Notice #: ", .. -' exceeds 600F. r~::, -< '; < e~T'~1I '~~~~6p'~nreatment methods shall be verified by providing a signed and dated certification from a third'pa~S'.' J ~. 1 ~ II J P ~ -, . ~ \" ~ ~ ~~.,.6'lNon "structurcfl. '-Yire cable, or rope shall be removed and diposed of upland. , 4~<Lt!/.tl '" l r~ " ", 1"': i \~,'~,-"-- .",,-,..-=_z.,Beac~ '~r;e~qidt~~~ssions created during project activities shall be reshaped to preproject beach ~ __"'-'--.:,_-.c....~,~~I..up~~~:fmPletion.. . . 8. Project activities shall be conducted to minimize siltation of the beach area and bed. ~ 9. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Department of Ecology at 1-800-258-5990, and to the Area Habitat Biologist listed below. 10. All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state. 11. No petroleum products or other deleterious materials shall enter surface waters. 12. Project activities shall not degrade water quality to the detriment of fish life. Location #1 Port Angeles PROJECT LOCATIONS Work Start:03-07-2005 Work End:03-07-2007 WRIA WATERBODY TRIBUTARY TO COUNTY - 18.9060 Wria 18 Marine Straits Clallam 1/4 SEC. Section Township: Range: Latitude: Longitude E 1/2 3 30 N 06W N 48.11973 W 123.42932 DRIVING DIRECTIONS: 315 North Licoln Street, Port Angeles, WA NOTES APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to the provisions of the Washington State Fisheries and Wildlife Code, specifically RCW 77.55 (formerly RCW 75.20). Additional authorization from other public agencies may be necessary for this project. The person(s) to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal) that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions Page 2 of 4 " I I ~, I I I 1:1f. Washington ~ ~ ~epartment of _ fiSH and WILDLIFE II Issue Date: March 07, 2005 Expira~ion Date: March 07, 2007 I /' PERMITTEE City of Port Angeles I' ATTENTION: Terri Partch I 321 East Fifth Street I Port 1\ngeles WA, 98362-0217 360-117 -4811 ( ) Fax: ~60-417 -4 709 projebt Name: I projett Description: I : PROVISIONS 1. W<i>rk below the ordinary high water line shall not occur from February 15 through July 15 of any year for the protection of migrating juvenile salmonids. I I 2. THe 32 creosote fender piling and 18 each creosote timber piling (plumb piling) shall be removed and disposed of upland such that they do not enter waters of the state. Piling shall be removed whOI~, using vibratory extractor. If piling are broken off in the process, then the piling shall be cut- off alminimum 3 feet below the mudline and capped with clean sand (< 1/8 inch sized diameter). Fen~er piling shall be cut into 4-foot lengths prior to disposal. , I 3. T7e 32 creosote fender piling and 18 each plumb piling shall be replaced with ACZA, or cherponite piling. All replacement ACZA fender piling shall be equiped with Ultra High Molecular Wie~ht (UHMW) type rubbing strips on those portions of the piling that will come into contact with I vessels, or other water craft. I i 4. Ttle 81 damaged, longitudinal and transverse braces shall be replaced with ACZA treated wood. I I 5. All ACZA treated wood shall have undergone one or more of the following BMPs to minimize , leac;hing of contaminants into the water or the bed (note: see amendment to Best Management Prabtices (BMPs) for the Use of Treated Wood in Aquatic Env'ironments, BMP Amendment #1, April I 17, ~O.o2): I a. tqua-Ammonia Steaming Cycle (MSC); I b. jost Treatment Kiln Drying; c. Minimum Plant Holding Time(MPHT). In addition to recommendations for the ACZA BMPS- Am~ndment #1 for MPHT treatment, all ACZA treated wood shall be held under cover a minimum 3 we~ks at a constant temperature that meets, or exceeds 600F. If the ambient temperature is less :hajin~~::~::::: :::::a~:~u: :~:~tU~:::: ::::;:~:::n~:~~ti:::~~ ::::~o~:ove; se ,'tion (c), but held under cover, for a minimum of 1-week, at a constant temperature that meets, or I' Page 1 of 4 I I I '- It HYDRAULIC PROJECT APPROVAL Coastal 48 Devonshire Road Montesano, WA 98563 (360) 249-4628 Control Number: 100749-1 FPA/Public Notice #: RCW 77.55.220 - Appeal pursuant to Chapter 34.05 RCW AUTHORIZED AGENT OR CONTRACTOR Reid Middleton ATTENTION: Shannon Kins 728 134th Street SW, Suite Everett WA, 98204 425-741-3800 Fax: 425-741-3900 Replacement of timber piling, fender piles and cro Replacement of timber piling, fender piles and cross bracing ~~ \ \ , ,\l .~ Washington Department of FISH and WILDLIFE HYDRAULIC PROJECT APPROVAL Coastal 48 Devonshire Road Montesano, WA 98563 (360) 249-4628 Control Number: 100749-1 FPAlPublic Notice #: Issue Date: March 07,2005 Expiration Date: March 07, 2007 B. FORMAL APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.140: A person who is aggrieved or adversely affected by the following Department actions may request a formal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; (B) An order imposing civil penalties; or (C) Any other 'agency action' for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife HPA Appeals Coordinator, shall be plainly labe!ed as 'REQUEST FOR FORMAL APPEAL' and shail be RECEIVED DURING OFFICE HOURS by the Department at 600 Capitol Way North, Olympia, Washington 98501-1091, within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the dea>1line for requesting a formal appeal shall be within 30-days of the date of the Department's writ~ decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110, 77.55.200,77.55.230, or 77.55.290: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The request for FORMAL APP,EAL shall pe in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459-6327. D. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO CHAPTER 43.21 L RCW: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The FORMAL APPEAL shall be in accordance with the provisions of Chapter 43.21 L RCW and Chapter 199-08 WAC. The request for FORMAL APPEAL shall be in WRITING to the Environmental and Land Use Hearings Board at Environmental Hearings Office, Environmental and Land Use Hearings Board, 4224 Sixth Avenue SE, Building Two - Rowe Six, P.O. Box 40903, Lacey, Washington 98504; telephone 360/459-6327. E. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. ENFORCEMENT OFFICER: S~rgeant Rhoden (32) P3 David Molenaar 360-249-1224 Habitat Biologist cc: Jessica Winkler, or Ron Wilcox, USACE, Seattle for Director WDFW Page 4 of 4 . '" Washington Department of FISH and WILDLIFE HYDRAULIC PROJECT APPROVAL Coastal 48 Devonshire Road Montesano, WA 98563 (360) 249-4628 Control Number: 100749-1 FPA/Public Notice #: ,Issue Date: March 07, 2005 Expiration Date: March 07,2007 followed by the person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work. . This ~ydraulic Project Approval does not authorize trespass. The person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisicns of this Hydraulic Project Approval could result in a civil penalty -of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The person(s) to whom this Hydraulic Project Approval is issued has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All Hydraulic Project Approval s issued pursuant to RCW 77.55.110 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the person(s) to whom this Hydraulic Project Approval is issued: PROVIDED HOWEVER, that such ~~ modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW '~77.55.170. " , . ' APPEALS INFORMATION IF YOU WISH TO APPEAL THE ISSUANCE OR DENIAL OF, OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PRO~ESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100,77.55.110,77.55.140,77.55.190,77.55.200, and 77.55.290: A person who is aggri'eved or adversely affected by the following Department actions may request an informal I review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; or (B)An order imposing civil penalties. A request for an INFORMAL REVIEW shall be in WRITING to th~ Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issu~nce of a Hydraulic Project Approval or receipt of an order imposing civil penalties. If agreed to I by the aggrieved party, and the aggrieved party is the Hydraulic Project Approval applicant, resolution of the concerns will be facilitated through discussions with the Area Habitat Biologist and his/her supervisor. If resolution is not reached, or the aggrieved party is not the Hydraulic Project Approval applicant, the Habitat Environmental Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or his/her designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. Page 3 of 4 CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~ --- Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivis10n Name Property Use Property Zon1ng . . . Application valuation 05-00000744 Date 391488 NO PARCEL NUMBER 99- CITY PIER PUBLIC WORKS UTILITES 8/11/05 CENTRAL BUSINESS DISTRICT o Owner Contractor CITY OF PORT ANGELES PO BOX 1150 PORT ANGELES WA 983620217 OWNER Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PUBLIC WORKS COMM WATER SERV 2" FIRE HYDRANT METER 57679 42.50 Plan Check Fee 8/11/05 valuation 2/07/06 .00 o BASE FEE Extension 42.50 v -- U\ Qty Unit Charge Per Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42.50 42.50 .00 .00 plan Check Total .00 .00 .00 .00 Grand Total 42.50 42.50 .00 .00 C-- c=- ~ [; ~ Separate Permits are required for electncal work, SEPA, Shoreline, ESA, utilities, pnvate and publiC Improvements. ThiS permit becomes null and void If work or constructIOn authonzed is not commenced wlthm 180 days, If construction or work is suspended or abandoned for a penod of 180 days after the work as commenced, or If required inspections have not been requested wlthm 180 days from the last inspection I hereby certify that I have read and exammed thiS application and know the to be true and correct. All proVISions of laws and ordmances governing thiS type of work will be complied With whether specified erem ot The granting of a permit does not presume to give authonty to Violate or cancel the provisions of an state or local la regul 9 construction or the performance of construction. Signature of Contractor or Authonzed Agent Date T IPohcJeslll02 15R [1/05] Permit #05-378 City of Port Angeles City Pier 315 N. Lincoln Special Inspections for Pile Driving ~-3>' FAX TRANSMISSION CITY OF PORT ANGELES, PUBLIC WORKS & UTILITIES DEPARTMENT P.O. Box 1150 Port Angeles, W A 98362 Fax #: 425-741-3900 Date: January 10, 2006 Pages (including cover): 17 flti To: Jason Kikuta From: Terri Partch Phone No.: 360-417-4811 Fax No.: )60-417-4709 Subject: ~ Special Inspection Reports for pile driving n the Port Angeles city pier " Jason, Krazan and Associates have sent over the first set of pile driving reports. Please review and call with any questions. Thank you. Terri Partch PW 0101_07 [ReVIsed 7/24/03] tv'i ~1-1~-'06 10:28 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P001/016 F-954 . " ------_.-.----~~----------------~------------------------------ J.:a=<>- = Kr -, - ~-- -._~ -- azaIl & ASSOCIATES, INC. Serving the Westen., United States I8l Poulsbo 2Q714 State Hwy 305 Ste 3C Poulsbo, WA. 98370 (360) 598,2126 (360) 598-2127 FAX o Woodinville 19501144lh Ave NE#F.300 Woodinville, WA 98072 (425) 485-5519 (425) 485-6837 FAX o Corporate 215 W Dakota Clovis, CA 93612 (SS9) 348-2200 (559) 348-2201 FAX o Bakersfield 2205 Coy Ave Bakersfield, CA 93308 (661) 837-9200 (661) 837-9201 FAX o Southern CA 4221 Brickell St Ontario, CA 91761 (909) 974-4400 (909) 974-4022 FAX o San Diego CA 43218 Business Park Dr Ste 109 lemeculs, CA 92590 (951) 694-0601 (951) 894-0701 FAX o Sacramento 5808 Price Ave McClellan, CA 95652 (916) 564-2200 (916) 564-2222 FAX &1 - , ~, ENTION o Bay Area 545 Parrott St San Jose, CA 95112 (408) 271-2200 (408) 271.2201 FAX o Auburn 1501151~ St NW Ste 106 Auburn, WA 98002 (253) 939-2500 (253) 939-2556 FA)( o Modesto 448 Mitchell Rd Ste c Modesto, CA. 95354 (209) 572-2200 (209) 572-2206 FAX --. 'R1Ir'_&..~...~~...tII!l." ....a.... AIIIIPW.l AI. ' -..- _..,_.~.ft".........- NO. TELEPHONE NO. ~~~ ;AOE: DATE~ lO/a\!> {a 1. 'MV ~~ }~~~~.ti~'t" ,. :.e#..;,~ )~~t>~ fpages, including transmittal sheet OOriginal will NOT follow DOri~nal will follow URegular Mail ORand Deliver OOvemight Service DOther o o o o o URGENT For Information only ?er your Request Copied to: Please respond by ~1-1~-'~6 10:28 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P002/016 F-954 FIELD REPORT NO: 5715 9 ,1 €~Krazan. & Associates, Ine. 'GEOTECHNIC^L ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TeSTING AND II\ISPECT'ON )ATE: /--0 - 00- ::lROJECT #: /t.56 - 0 S / h4- 'ROJECT: :12 ~- G'/~I l)00~ po ~ A"J _OCATION: r....v7:. (RAZAN PROJECT MANAGER: CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR; ~L.L WEATHER: ffi ~ )9/;/; ~~/c:A~\.. ) JP fi 1 . U' ~~FV f TEMP: 4-s--= perintendent/Represenlalive: the best ~f my knowledge, the abovef!i4 WAS NOT performed In accordance with the approved plans. ~eclflcatIOns. and regulatory requirements TeehNelan: i?:-. D Uk-:-). 422/ Brickell 51, Onlllflo, CA 91761 ISOI-IS" 5/. NW Sui/9 106, Auburn, WA 98002 2071 J 51o/e Hwy 305 NE Suile 3C, Pou/sbo, WA 98370 19501.144" Avs. NE WF-3oo, Woodi/wil/e, WA P8072 . (5S91348-2200 (661) 837-9200 (209) 572-2200 {.dOBJ 271-2200 (916J 564-2200 .~ . 1909J P7.4-44OO (253) 939-2500 (360) 598-2126 (425) 485'5519 5 We,;/ Ooko/a Ave., Clovis, CA 93612 '5 Coy Ave., Bakerlneld, CA 93307 25 Lone Palm Aw. #2f, Modesto, CA 953S1 S Perrolt S/., San )056, CA 95112 )8 Price Aw. B/elg 10 16. McClellan, CA 95652 . . R.l)V1'IDII 0 litteell\lc Palc 1lI16102 Th.:- In(QIl"'Io1Ih~hi "rnv'l(Se(1, O~ IhJS (CpQtl" p.~paltd (Or Ibe exclusive use or the Chel'll ThlS rtJ)(Ul mAy' nO( be TeproduCC-d In any (Onnal wuhlJllt lht- wrillun INJn)I~SlOn fJflho Chtnl and ~"I_ & A~oela.lt& 01-10-'06 10:28 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P003/016 F-954 PILE NO. SITE j:? A. I S- ~F ~ ,1..,-'-1 '-POC K '-tJ h1,6$e PILE DRIVING RECORD JO B NO. !p6"'- P516~ FJELD REP. PIl-E: ....ypE Tip DIA.2-IN. BUTT DIA.~IN. LEN(iT~;O FT.':':::::IN. WEICHT~ad. HAMMER: ~ , DA'rE //6/0' , .g -'} MAKE AND MODEL VUJ-CAN -4.. A/~ ~ATED ENeRGV /.:5-000 PTttC.....13 6'0 .....c)-OC) 0 BLOWS PEA ,..IN. PENETRATION: wl;lC,Hn OF RAM CUT-OFF ELEV.....: ELEV. OF GAOU~D PENEiRATIDN_ STROKE: AATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: WI:IGHT LB. DESCRIPTtON ~Fte.... 5.etf-;1. . TIME: STARTt)A'VING~ FINISH DRIVIIIlG . ; II DRIVING TIM~ s FT. ~TM~FT'~ - n ~ 45 ~ : , ~6 31 46 G1 76 91 105 , 2 17 32 47 82 n 9% 107 : , 3 18 33 48 63 78 83 1101 4 1$ 34 49 64 79 ." laB s 20 35 50 55 80 95 "0 6 21 36 51 IUiI 81 ge ", 1 22 37 52 87 82 97 112 8 23 ; 38 S3 68 83 9. n3 9 24 39 64 69 84 99 '1. : I 10 25 40 'V 55 70 ..5 laD 115 : " 26 > 4' :..""S S6 " 86 101 116 , : 12 27 42 Id 57 72 81 102 117 13 28 43 rf.l- 58 73 01 10~ 118 , 14 29 .4 .~fo S9 7. 89 104 119 ... : J '~ 30 , ,/ A1siij (0 tiO 75 90 105 120 . - - MANDREL. FOLLOWER; DESCRIPTION. LENGTH. WEIGH'r. IF USED SHEET _ OF--':"" 01-10-'06 10:28 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P004/016 F-954 PILE NO. l3' l )) . SITE ~y r.f:>OC;K' ~I L E: TYPE -J'Lh~~~ / " T'l> tJlA............-l~< BU,-r DIA.~,,.!.. "U1GT~ 'T.:::n~:. WiIGHT~. PILE DRIVING RECORD JOB NO. )t), 0,:)"/64 F tELf) REP. D" Te ~: 1t /0 c;' .ff::t- 'Il1.I/Jt.Klt ~lIIi' M'OI3&L. ~AN :::z Alii /So P;L/3 RA7~O EN~!'IGV"r~' ~{.l h~<? tH..OWS PER MIN. 1T.Ir;'~NT OF ~AM'-.....,......~q~C?. HAMMER: PfiNETRATION: CU-r-OFF t;l..~V. EteV. OF GROt}~O STAOK';: RA7i\D . Mf<AS. EHHV5NG CAP, ANViL. HEl.MET. ETC.: wetcs HT /..-8. 0 eseft tP'"tlt1N FIJ\lISH DRIViNG. DRIVING ....ME ~~~l.~ai~~~J. I i 1 111 :1"1 6G S1 78 91 tCS 2 17 32 4' 52 77 9Z 'D1' 3 'is ~ eel ~3. 78 03 'DIlS I 4 "t!} '34 Ja!! 'H 1ft 94 "tOe 5 :eo 3S &0 65 80 55 "0 :i ~1 36 I ~ \J/ 51 86, In 96 ", 7 22 "Z7 -~ 52 5'7 H~ 97 U3 8 2~ :ole <C:.f- 5.. ua 83 ge n3 9 f.\!J :il~ u~ ._~ 5~ 5t ~4 aa 114 '1Q j26 40 65 10 86 100 ',6 11 :26 41 .::'5 5G ']1 Eli 1Q1 116 '12 T1 441 1'L - JZ 57 72 87 102 H7 - 'is 28 _3 S'8 ~',.". ......... 1D3 Il . "', i\l\ 11e ./ 73-- f 14 29 4t! ZlS $0 .I 74 /I 1\'" (I \. ~7 ~ n" t, -.1 0 I.., ot-I VJ: 15 \.. 1/ ~(l -_~..R ~l . Cd I 'i-- '- 7fl $0 -- '-. .. -1UI.AiIll'DAFt ~tu. r'tlllr'::rz: 'OF!:t!DU'TfON 1 l:=NQTk. w~ UJUi:b HS loA 1.~U ./ 01-10-/~6 10:29 FHOM-KHAZAN & ASSOCIATES 360-598-2127 T-264 P005/016 f-954 PlbE NO. SITE I? /J. 13/B" ~i"'-Y ~K' -rL}11Q~ , PIL.E DRIVING RECORD JO e III O. /!Jb 0,5"1 (4- PI bi: TVP&: , ""1" CHA..2- 'N. BU"tT DJA. ~ 'N. UifaO"& F.....:.::~p.J. W~IGHT~. F lEU,) REP,_... . ~ J , ~.. ~ ~ .>~ DA~E ~ / 611J(;~-;7:-~ HA'MMES\ ~ 'MAKE AN$) M'Otxa.. ~N '.::l ;9/" /.,<"Q-"'..... PT~J3 RA'TE'P'l!'NERCV :l!ot. ......t'" ~"O ...5'"Ol> 0 S&"OW$ ~eR MIN. P&NiTRATlQN; WiHe~'f OF RAM ~"r.O~F ~t.~V. E'Lf:V. Of GROUlI(D PENETRATIDJ\! S7f10kt!: nA'i'ED M i;AS. _ -r+- DR JVIN G CAP, AN,V",.., H'E LM GiT. ETC.: WEIGHT . L3. 2>~SC~ 8pTION IH.5tV. Or Til" ~ 0( ~ ....... 1""""'----.. I dY) . 'tIME: START D!HV1NS' ~11\I1.sti l:iAlViNCS ()RW'IIIG 1"1....E< P"tj ~ ,$' GO ~ - 0 - -. . w .. - . - . 1 ,. 31 46 il1' 71, 91 106 2' 17 32 -41 e:e 77 92 . us1' I 3 tiS 33 4~ =Z. 78 &3 1 lOB IS 'U) 'lI~' 49 S'4 7t' C4 'toe . !$ 20 36 50 - 61i - ;0 85 ...~ ~ 21 , 3& 5'1 &$ ~i as> 1'i'i " I .. '1 U ':r7 '\. , 152 6't I 82 $'1 1!:i! S 23 13~ r/J ~3 8$ SS 98 1'13 $ :!4 liS ~ . 5a 69 a4 ae ',4 '10 ! "1 I M!! 2& 41,) DS 10 HID ua , t1 126 , 41 17 56 4-' B& '01 'H6 , 12 "2 I==' 67 'n a'1 102 117' .'2:1 '13 28 43 _"+1 ~s 173 lee 103 11B I .bL I r I 141 zg ol$/S I ~a 74 189 10"' !4AI ... lo. J \. " 15 " V .:I-!.' \. 1/ AS; fllZ 60 75 I DO 105 12D - . .. - OMA ~nRF, ;n , nl."..,a' . , . Dr;"!U':J:/lI'TIOi\l . i;NGTk. VtII!!ICN..... IF USED ~1-10-/06 10:29 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P006/~16 F-954 PILE DRIV!NG RECORD .'L. NOil 13J+L Fl.." 0...._ ~I"r!!! '" /1. ~/. '/)<:2(:. K PILE: Tvpe -t'1J?7&...e TIP t)&A. ~ tN. liHITT D'A. ~ 'N. UNGT..6.e. FT.':::"N. W~tGf1"~. ;:/J,C Joe NO. ()..~/ 6'4 - --~~ _ DATE / ~ O~ ""'Ire A"" MD""~ 0: . ~ ti.f~ f:"T oC.....J3 HANlMElll : PENETRATION: / C'UT-OrF 'ELEV. , /4- , i:U'iI.OfF GI'tQU~O_~ .-r:t- PEiv&TRATIQl\l.. l.Q '- ;;( =1- ~ n..u I 11 iN iH€" filE AAT~O I!NeRGV_/,$Oo(.' GC) ..5'"OZJo i1.LOW$ "S!<R M..... We,GHT OF RAM STi'lO~t:: RATED MSAS. l;)fUV'NG CAP. AN.V""" HELMET. ETC.: lI'J~im:::sn" l..fii. Qi$SCRIPT~ON ELEV, Of' TiF ,(E' 0 t(\ LLE1> ('1 () f{E 10 6t"-T ~ ~).o L~ 4- ttFfER lO l PfCrJ6.,r</t Tt ~ N # "HME: START D!i\l!VlillG F.~ISH OR'VINt:i :3D t>>'UV'~G 1'1"". 5 r V '1, 30 070 l!J t) - ... .. " .. . .. , 't6 31 4* 61 75. 91 106 , ~ n 3% 47 62 7'7 82 'II0~ I 2 1a sa ~ 6~, 78 93 108 I : .. 1'l09 4 1$ '34' e~ 6'4 78' " ! .. , , I , 110 ~ 20 35 $0 65 .. eo - ~s T 1t1 11.,1 6 21 2e 51 66 96 I 7 22. :, 5~ 1$'1 82 =:, U;! s 2'3 sa 5:3 ea 83 98 i'l3 , ... ./ . 9 3:4 09 $4 · ~9 U4 es 114 '10 ~5 40 3 sa "1t B6 1'OB 1Ul . 11 .ill 41 -~ == lIi Il/iS 'Un n6 . ,... 27 .iIi:z ~ !li7 72- ~1 102, H7 1 13 U 43 , '=t- 6'3 )3 8$ 103 'l1Sf:== : f 4'~ 't,~1 I '4 29 44:1 5e 74 89 104 . / '\ j r j 1~ ,,!/ , ~ "\fJ. 45 T7X eo n sa 10G 120 ,...... - i!iIi .-..- .~.... _ 6.___.......... - -- ...- \IlI'JH;, '1lI~$lnAtPT.O~, t FNGY.... WEICH"'. II; USED 01-10-'06 10:30 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P007/016 F-954 FIELD REPORT NO: 65723 'a3V_ ~l'-I.azaIl & Associa te S I I nc. GEotECHNICAL EN<3INEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION CONTRACTOR: ~/??~~/r~ JURISDICTION: /' fi , PERMIT #: INSPECTOR. WEATHER: )ATE l-'f 7- 0 ~. IROJECT#: 1t5?:r- ~ S/i4- IROJECT: t;/l... C(TY () Oc/<' OCATtON: P6R.-r /hu6t€Lg~ :RAZAN PROJECT MANAGER: t6/Lt.... C-I (x) t...r v-' 1 DcA--Sr TEMP: ~ l)e~ /~.L..~ ~/l/1"J6 tf~C~~ </J J /'::=t"'J'~ /?7~/ 11' rA...J "" ". ~ /27.1;(f? A.o..0/ /,;'tJ".:;~ t- Equipment/Asset Number(s): the best of my knowledge. the abovr!!fJ2/ WAS NOT performed In accordance with the approved plans, specIfications, and regulaTory requirements TSChnlCiant!J; L ~ J) tlrh Serving the Western United States I Iperintl3ndl3ntlRepresentative: J so, J',.ld 'fIrpOrt Jo. R.yi~IOJl I [llr.c".. PIIW ~12.~103 T"{lI .ntnn'nJdlllll M^\1l1lrtt 1\1' f1h~ ,..onn IJl n,.,..,.,.m"lt rnr lhl" I"'!l:('tuJ\lvr U~C Of1ht ellenl "l hl~ r~nor1 nlllV nol ~ rdDrOdotf.!'d In 31\V (Otl'llttl \VlthO\lllhc \Vr\uer. .-gr,""iS1)IlH of .he: ~heJU Dlb,i Kr.l1i1n &. AsstX.IZ:lIt)S 01-10-'06 10:30 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P008/016 F-954 JO B NO. /0' (5)/;4- PILE DRIVING RECORD PILE NO. FdNPe;e.~~.IIlrJ-1"tfLD REP. f-A", t'.J 17'/ P()(' -1<- -;-7 ~~~e PILE: TYPE ....L.....!. ,,{'ore,", TIP DIA.2-IN. BUTT DIA. / hN. LENGTH~qT.__IN. WEIGHT~. SITE PENETRATION: ~.-of (~ .- / CJ r,lfl \.....) --?"'4 LENGTH, CUT'OFf TO TIP 4;;?.' A EMAR KS* p/.L..,e: U~ dFA..:J7 //())70 CUl".OFF EI..Ev. ELI'V. OF GFlQU....D PENETRA'tIOIll..-i ELEV. OF TIP 'fr-LL VGt)Z-~ ( DATE /-'7 -00 HAMMER: MAKE AND MODEdJUL/.PJ;U tr.1- AIR. / L~_'" JC"r? es: RATED l:NERGY LQ V' ~ .- ~o WI;IGHT Of RAM ~av BLOWS PER MIN. STROKE: RATED MJ;AS. DRIVING CAP, ANVIL, HELMET, ETC.; WEIGHT LB. OESCR'PT'OIlf -1///c-4reb /tbh@ /.: , '1< TIME: START DRiViNG I~ 40 FINISH t)AIVING 1/~4, '3 DRIVIIlfG TIME 3' FT. I ; 30 45 60 5 1 , 16 31 46 61 7ti " lOG : , 2 " 32 ., 62 77 92 107 3 1B 33 48 63 78 93 '108 : 4 1$ 34 49 64 'iii iii. '109 , 6 20 35 ~a 65 10 .5 1110 : 6 21 I 36 S1 66 81 .IS 111 7 22 3 52 67 82 97 112 ~ 8 23 38 ,:.. 63 fiB 83 98 113 h 9 24 39 - 54 E9 84 9' 1,. ,} /'\ 10 2S 40 ( V' 55 10 86 100 115 ":2r 11 J 26 ., t,;/ ( 56 " 86 101 116 ~....... 12 ~7 42 ~ .r-. 51 72. 87 102 117 13 28 43 58 "13 88 103 118 14 29 .4 59 74 89 104 119 ; 15 V 30 Iiiiiiiiiiii ~o 's SO - . - MANDREL, ':OLLOWER, DESCRIPTION, LENCTH, WEIGHT, If USED SHEET_OF_ 01-10-'06 10:31 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P009/016 F-954 PILE NO.reiIJPeK. . ftxUc /<.1}) G (TV b,r}cJ(<' PILE: Type -n~BR ilP OIA.L-IN. BUTT DIA. I ~N. Go. 'JA~ LENGTH_ FT.__'N. WEIGH~-(E1. PILE DRIVING RECORD V5/L.t:.... t~~t)f._1#-0 r 1- 7- C).b JOB NO. /Oe, OS-I &'1- FIELD REP, SITE HAMMER: PATE MAKE AND MODEL (/ U L... c,q/-J d..1 14(,: RATED ENEAG" /,5Q)c) r7" L:.. t5S bO WEIGHT 0': RAM ~-<Z>(JD BLOWS PER MIN. PENETRATION: CUT-OFF ELEV.~. ~ /~ r ELEV. OF GROUN,D ~ fl!If -/71 , '7 (' PENETRATlON_, _ .- ~.cc LENGTH. CUT-OF~ TO TIP 4 :2..1 REM ARK S. /} ~dt!.. ~1.A '/'&ft!)7 /1\.27GJ ST R 0 K E: ft ATE D .....EAS. DRIVING CAP, ANVIL, HELMET, ETC.: WEIGHT LB. b tiSCR 'PT 10 N ELEV. OF TIP v:'/ICJ4rI/!-D /~e. ?"" 0" TIME: START DRIV'NGi..('1'~) F I "'/ISH OR IVING JJ 4~ - DRIVING TIME 3 30 45 60 75 90 0 1 16 31 46 I' 76 91 'fOG , Z 17 32 47 62 77 92 107 3 '8 33 48 63 78 ,3 'lOB 4 '9 34 49 64 78 84 109 L A 5 20 : 3_ 10 615 80 85 110 60 6 21 , 36 !il 68 ., 86 111 7 22 37 52 117 82 97 112 8 ~3 38 \'(1 53 68 83 88 "3 1 /lu 9 24 39 ~ I 54 &9 "4 99 "4 .-, } '0 25 40 ~ ( 55 70 8Ei 100 1'5 ,<.) 11 26 4' , U 55 " 86 101 116 , -/0, 12 2'1 42 "-" t 57 72 87 102 117 I 13 I 28 43 58 73 88 'f03 118 14 29 J 44 59 '4 89 104 1'9 15 30 45 60 75 90 - - - . . ' MANOREl. FOlLOWEft. DESCRIPTION. LENGTH. WEIGHT. IF USED SHEET_OF_ 01-10-'06 10:31 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P010/016 F-954 , , PILE DRIVING RECORD PILE No.PfllJ'Df7~ (,(oaj P FIELD REP. r/3IL? 'C10oL.,r/'.Jf SITE rA, {,"fTY 'Dr)(". Y DATE /-:7- 0 l6 PILE: TYPE (71?115h.~ HAMMER: MAKE AND MODEL P/LtL...c./hLJ'fl'..t. A/K. TIP DIA.LIN. BUTT O'A.fl.,N. OATED E."OY ~~ ~~.t./3.S __ LENGT",WFT.__IIII. WEIGHT~.c> BLOWS PER MIN. _ ~ __ _ .~OOO - JO B NO. I 06 ~--- 051 bq PENETRATlON~ CUT.OFF ~I.EV. _ -14 1111" -- rgl' ....~r -';<,3' LENGTH, CUT.OFf TO TII> 4 I/' REMARKS. I'1I!P P~d tI'A?A.9'( WEIGHT OF RAM STROKf<: RATi:D MEAS. r;LEV. OF GROU~D DR IVING CAP. ANVIL. HELMET. ETC.: PENETRATION WEIGHT Le. DESCR IPYION ELEV. OF TIP ~/-:;7&P 1(~'LtR ,. 6... /11 ;J7C:) ;.- TIM E: START OR 1\lING' / ~ SO FINISH DRIVING 1,~3 DRIVING TIME .3 FT. ~ - -, SO 45 GO 75 0 1105 , 16 31 411 1;' 76 91 106 : 2 17 32 4' 62 77 82 107 3 18 33 48 63 78 93 108 4 19 34 49 64 79 84 1109 S 2D 35 50 65 80 95 "0 6 21 36 II 51 66 81 86 111 , 22 37 S2 67 82 97 112 8 23 3e 53 68 83 88 113 9 24 39 ,It 54 69 84 99, 114 ---. 10 26 40 , 55 70 86 100 115 .oj 11 26 41 V ( S6 71 86 101 116 12 ~7 42 57 72 87 lQ2 117 , 13 28 43 58 73 88 103 118 14 29 44 59 74 89 104 119 115 30 45 . - 60 75 90 105 120 . ---- - MANDREL. FOLLOWER. DESCRIPTION. LeNGTH. WeIGHl'. IF USED SHEET~OF_ 01-10-'06 10:31 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P011/016 F-954 , ~ PILE DRIVING RECORD PILE NO. fJl}.Jt/II~ f?ocV tf FIELD Rep. k8/t:..z SITE rf?Pl. r"'./'7Y 'lYJ('"'K PI LE: TYPE (7.JJ'lI-~e TIP OIA.2-,N. PUTT DIA.t..~ IN. LENGTH~FT._____'N. WEIGHT~. Joe NO. lOr;, O$f64- HAMMER: UG~<-~~( DATE /.- 7-c)b' MAKE ANP MODELt/l/4()~.d.I.!:t"1- ..,4/tt? RATED ENERGY ~~o~ rcT~~ BLOWS HR MIN. t::::i:;:J 0~ PEN ETRATION; CUT-OFF ELEV.~l ELEV. OF GROU~D PENETRATION ELEV. OF TIP-; ~ ("If I" :.-~ .- J '/ t ~/ '-~I .,~9 WEIGHT OF RAM STROKE: RATED MEAS.' DRIVING CAP, ANVil. HELMET. ETc,; WEIGHT LB. D ESCR IPTION LENGTH. CUT-OfV' TO TIP REMARKS. 11"< 4l, 'l.AJ1?!J-;;r t.~TV pr/?v/7r~/./ #t)L.;#' ~ : ~ "';rtJPr'~D l2Rt'u/t'CJG I 44?av~ r//v 16 "tl' (?;~Pt€ 7?> HI'" 6" # f;?.<(u) ~-<<;l It) 7$ ) 'I S A J_."<:r <:7 TIME: STAAT D5IIVING' .. ~ ...... .....,.. FINISH DRIVING c...~!Z- 0(,;( t2 o 30 45 60 '$ 0 1 16 31 46 61 76 91 106 ! I 2 " 32 47 $3 '77 9~ 107 ! 18 33 48 63 78 83 108 4 19 : 34 49 64 78 84 '09 5 20 3- ...J 6D 66 80 95 110 6 ! 21 36 51 66 81 96 ", 7 2:l 37 ,... 5:l 67 82 97 112 1. '1 B 23 38 I~ S3 68 83 98 113 I l.r- 9 24 39 I I ~ 54 69 84 99 114 10 25 010 S5 70 as 100 115 11 26 41 56 71 86 101 116 ; 12 27 42 57 12 8'7 102 117 13 28 43 68 73 811 103 1111 14 29 44 59 14 1;19 104 119 T , ,r; \ 30 46 60 7 Iii 90 ~ . - - - - - -- bRIVING TIME t:f- MA"'DfOIEl. FOLLOWER: DESC;;RIP'tION. LENGT.... WEIGHT. IF lJSED SH E E'r --i-- 0 F ----:- : i I 01-10-'06 10:32 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P012/016 F-954 , . PILE DRIVING RECORD Joe NO. loe CJ.'G I t q.... PILE NO. Fdft.JP~ f(fXJJ.;r: ~ FIELD S'''E r:/l. t'~ /TY r...'t.,n~ 4<::" PILE: T~PE '-rJh}L5~ TIP OIA..2 IN. BUTT ICUA. '-b,N. LENGTH~T.~IN. WEIGHT~a. PENETRATION: CUT-OFF ELEV. 18/ ..- ( '7 ., REP. ~/.L.L !/60L/,J/ . DATE J<- 7- 06 tr...: /J . HAMMER: MAkE AND MODEL I/I/L/4fll 1- ./""I'/iE ~A'tED ENERGY 1...:5?:rJo p~rLc1?5 BLOWS PER MIN. 6' 0 WEIGHT Of flAM ......<;""000 ~ ELEV. OF GAOU~D ~ C,. -~.=3 LENG'rH. CUT.OFf TO TIP 4/ REMARKS. ,P/.(.~~ I.lJAfI'....:J~ STROKE: F1ATED MEAS. DRIVING CAP, ANVIL. HELMET, ETC.: PENETRATION _' WEIGHT LB. DESCRIPTION ELE". OF TIP I AJ7() t.('/.5't':-~7 e tD /ra~~ ;;?'; J,'" 51 FINISH DRIVING ~ <" 0 ( DRIVING TIMIl; C3 TIM E: START DR 'VING o 0 45 60 5 0 1 1 16 31 .& 61 7 III " 106 2 \ " 32 41 62 77 92 107 :3 18 33 48 $3 78 93 10B 4 / 19 34 49 64 79 94 109 I 5 20 35 'I 50 66 80 OS 110 6 21 : 36 51 66 81 IUi 111 1 22 37 III S2 67 8:z 97 112 , B 23 38 , 53 68 83 Os 113 r 9 2. 39 ----...J 54 ilS 84 9~ 114 ~ 10 25 4Q /........., 55 70 86 100 115 ,~ 11 26 41 /15 56 71 8S 101 116 12 27 42 57 72 G7 102 117 13 28 43 58 73 88 103 118 14 29 44 59 74 B9 104 119 15 \l 30 ' 45 1160 75 80 -~ ~ . - . . . ' MANOFlEL. FOLLOWER. DESCRIPTION. LENGTIi, WEICIiT. IF USED SHEET_OF_ 01-10-'06 10:32 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P013/016 F-954 I ~. SITE PILE DRIVING RECORD PILE NO.PI?0P4f(<, ~ L- FIELD REP. &~.L- U('';OL,-/'J/ j?J1. ,,;,;7'Y D()0/<' DATE /r- ?-c)h' PILE; TYPE -n/17..6~< HAMMER; MAKE AIIIO MoDEL l/t...l.L~>1Af .:1. TIP OIA.L-.N. BUTT CIA.'; 2.. IN. FlATED EIi'EAGY ((. S'-OO'O LENGT~ FT.___IN. WEIGHT~QJ. BLDWS flEM MIN. h t'J PEN ETRATlON: WEIGHT OF FlAM \.. '5"'Wt') JO 8 NO. /0(, 65/{,-7- Air ~UT.OFF ElE\(. STROKE: RATED r.'IEA$. DRIVING CAP, ANVIL. HELMET, ETC.: PENETRATION WEIGfotT LB. oeSCA 'PTION ~/fc.r7 TFp c;A?,q D,.g: h?J~e n (L /i? f?~ f-o DRIVlrlG TIME L3 FT --, 30 4 60 '1 , I 16 3, 46 61 76 91 10& ; 2 " 32 47 62 1'1 92 107 3 18 33 48 &3 78 U 108 , 4 19 34 49 6. 78 84 109 Ii 20 35 (f SO 65 80 86 110 8 2' , 3fi S1 66 81 86 111 7 22 37 -" 1.1 52 67 82 97 112 , ..:n 8 23 38 T?;T S3 68 83 98 "3 J .A -:. 9 2" 39 I , J 54 69 U 98 ".- 10 25 40 55 70 81 100 115 11 26 4, tiG 71 86 101 116 12 27 42 57 72 87 lU2 117 13 29 43 58 73 88 lU3 118 '4 29 44 59 '74 89 104 "9 15 30 45 60 75 ... . . . . MAN OR El. FOL.LOWER. . DES~RIPTlON. ~ENGTH. WEIGfotl'. If USED I SHEET_OF1 01-10-'06 10:32 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P014/016 F-954 (, . I 't, PILE DRIVING RECORD JO B NO. lOb Ot,;,{ 64- PILE No.lYi19Rh--J~ - /4/8 SITE ;?A. (:fTY JJr)r~ ~. '11 hlaR jZ. T.,...E TIP OIA......::2..IN. BUTT OIA. .l....2::::..N- LENGTH CoFT._IN. WEIGH~B. FIELD REP. 05/L.c... (./(;O??'~/ DATE !-7---0G HAMMER: MAk~ AND MODEL !/UL.t.;t7A) ~1 AIR RATED ENEAO.,. / ~~ F'rLBs BLOWS PER MIN. d!1 0 ....~J'Occ) PILE: PENETRATION: WEIGHT OF R,&M CUT.OFF ELEV. ~ $TRO KE: R.A Tl:D MEAS. /4- /7 Cj/ ELEV.Oa:rTIP_ -..::< 6 LENGTH, CUT'OFf TO TIP '<lCJ REMARKS. P(At!!!~ IA-J,,;}Ju,/ 1~(l'J I~Rd.-DJ'?/C,~I€?-/j) \.?TBflJ/PP J.J1f1t/&7VG, /~. A~?J~t:!? '(l:> /--/ /~ R .8 ..eOcU C~1 /lJ 7:5 TIME: START DRIVING" Q; ('2 ELEV. OF CROUIltD DRIVING CAP, ANVIL. HELMET, ETC.; PENETRATION WEIGHT I..B. DESCRIPTION FINISH DRIVING ~ ~ (--? DRIVING TIME t:: FT~ - n . 45 80 76 0 , 16 31 4& G1 76 91 '06 2 17 32 .7 62 77 82 '07 3 '8 33 48 63 78 lil3 10B 4 19 34 49 64 78 84 109 $ 20 35 \1 SO 66 80 86 110 -- G 21 36 51 66 81 8e ", 7 22 37 \V 52 67, 82 97 112 /' s :U 38 ~ 53 68 83 88 ,,3 -? 9 ZA 39 V 54 69 8. 89 114 ~ 10 25 40 .....J 55 70 115 '00 115 ~ " ~6 4, 0 56 71 86 101 118 f'\- 12 27 A2 ~{- 57 12 87 102 117 -r-, , , 13 28 43 '-Jr 58 73 lIB '03 118 I I I /' , I, ,4 29 44 / I ia 59 14 89 104 119 I , I 15 30 45 60 75 90 105 120 I .- -- - - - . - MANDREL. FOLLOWER. DE'SCfUPTlON. LENGTH, WEIGHT, IF USED I SHEET_OFT 01-10-'06 10:33 FHOM-KHAZAN & ASSOCIATES 360-598-2127 T-264 P015/016 F-954 (. I ~ \. PILE DRIVING RECORD JO B NO. lOb CJS/{4- PILE NO. F~{l:)()~ Br1'I..J'( /3 fiELD REP. SITE ~/l ~ 0 I'ry \"(=>OC~(~ PI L E: TYPE 'T/7J /tS'''c~ TIP PIA....:2...IN. BuTT PIA.l.:2-.IN. LENGTHe2f::>FT.__IIIl. WEIGH~ CUT-OFf ELEV, /9 .$ -/9 ...51' -~4- ~L..L t>tt:f)?/ AJ 1 DATE !-?--C)6 HAMMER: MAKE ANP MODEL t/fJ,L(//A)d1 BI/2. flATED EIl!ERGY t<5:een P'r4:.r5 B LOWS PEA MIll!. 6'0 q-c>~ PENETRATION: WEIGHT OF RAM STRO KE: f1ATED MEAS. ELEV. OF GROUN;D PENETRATIOP.l DRIVING CAP, ANVIL. HELMET, ETC.: WEIGHT LB. DE SCI'IIPT10 P.I ELIV. OF TIP , LENGTH. CUT'OF~ TO TIP Lf-?_ REMARKS. ~/,<~ . Ndl\:r;- /A..JI1?J //t4C;;qTe6~ R?J"c~ Jl8 y :::<: ~_\La TIME: ~TART DR IVIIIIG: .c2S. ~ _ L FINISH DAIVING ::2:2 2- DRIVING TIME l~ o 46 60' 10 1 16 31 46 111 76 91 106 I I 2 17 32 AI' 62 ''1 82 10'1 S 18 33 lOU 63 78 93 lOB 4 I 19 34 49 64 79 84 109 I 5 I 20 35 60 65 eo 85 110 6 21 36 51 66 81 86 111 7 22 37 52 &7 82 97 112 8 23 38 53 88 83 88 113 9 24 39 ,!.or 54 69 84 99 ,,4 ~-- 10 25 , 40 ~ 55 70 eEl 100 "5 oj/" " 26 41 /~ 56 7' 86 101 '18 12 27 42 10 57 '12 87 loa 117 13 28 43 58 73 88 103 "8 ~ , 14 29 44 59 74 89 104 119 I I I I '6 30 \ 4~ liD I . . "'AIIID~EL, FOLLOWER. DESCRIPTION, LENCTH, WEICHT. IF USEO I SHEET_Of_ I I 01-10-/~6 10:33 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-264 P016/016 F-954 ,. "4c PILE SITE PILE; PILE DRIVING RECORD NO. rt?'IVI:JtUR.. ~'f l~tELD /:/7.. C; /7.:1 l)N':pK . TVPE '77~~ TIP DIA.2-IN. BUTT DIA.~IN. LENGTH~T._IN. WEIGHT ;;..~ JO B NO. (oc- 05/-' 4- CUT.OFF lELEV. 19 REP. &LL ('./bCJ~/r-J t DATE /--7-- 06' HAMMER: MAKE AND MODEL (/~,q.^J.J:f'1 /lIR RATED ENERGY ..<:11'00 /~ "-- i3 he) t. ";-Q?Q BLOWS PER MIN. PENETRATION: WEIGHT OF RAM j!7p EL.EV. OF GROU~D '-/B r/ .t'/ PEN E "tR A'1" 10 N _-.,- .... :J ~ ELEV. OF TIP_ - ~3, :3 3 : A" I'~ L.ENGTH. CUT'OFf TO TIP ., I c:f. R EMAR KS. ~/.(1i!: t.A.hff'l...;r fA..? TIS STROKE: R,A.'Hob MEAS. DRIVING CAP. ANVIL. HELMET, ETC.: WEIGHT LB. DESCRIPTION #/9 ell rd-f'J 1-If;~A (~'/ ~:: TIME: START DR IvrJlllG 2.:';< .:5" FINISH D~IVING ;2:~l? DRIVING TIME 3?h <,,/'0 FT._T. BLOWS FT. BI.OWS FT. BL.OWS ~ 75 105 , 1fij1 31 46 61 16 91 106 2 17 32 4' 62 17 92 '07 3 18 33 48 63 78 93 108 4 '9 3.... '7;? 35 , , 49 ~, 64 " .;...--....... . '. -._- -- 60 615 79 84 109 6 20 80 8& "a 6 21 36 51 fill 81 96 ,,, 7 22 n ~" . Jf'*J 38 /- '11"\ 52 fl7 82 97 "2 8 23 S3 68 83 98 113 9 24 38 ~~- 54 69 84 99 ".. '0 2$ 0"'"} '1 40 or 1 - :2/"'1' . 1 '-...) / 55 1/ _/1 , 70 116 100 '16 11 26 "56 11 86 la1 116 12 21 42 57 72 87 1C)2 117 13 28 43 58 73 88 103 "8 14 ~9 44 59 74 89 1D4 119 \ 15 _ \ 3D _ 45. 60 7S -MANDRiL.. FOL.LOWER; , DESCRIPTION. LENG'tH. WEIGHT. IF USED 90 105 120 I I SHEET_OF_ I I .... ~ "?~ ~'"h1 ~~ORT4~ ~O ~~ ~~ if ~... "" -~ ~ To: Jason Kikuta Fax #: From: Subject: Jason, 425-741-3900 Terri Partch Phone No.: 360-417-4811 Fax No.: 260-417-4709 FAX TRANSMISSION CITY OF PORT ANGELES, PUBLIC WORKS & UTILITIES DEPARTMENT P.O. Box 1150 Port Angeles. W A 98362 ,c, ~ -, Date: January 12, 2006 Pages (including cover): 13 ~, / Special Inspection Reports for pile driving on th Krazan and Associates have sent over the second set of pile driving reports. Please review and call with any questions. Thank you. Terri Partch PW 0101_07 [ReVIsed 7/24/03] 01-12-'06 08:55 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P001/012 F-989 L ~~Krazan & ASSOCIATES, INC. Serving the Western United States ~ jgJ Poulsbo 20714 State Hwy 305 Ste 3C Poulsbo, WA. 98370 (360) 598-2126 (360) 598-2127 FAX o Woodinville 19501144111 Ave NE#F~300 WoodinviIJe, WA 98072 (425) 485-5519 (425) 485-6837 FAX o Corporate 215 W Dakota Clovis, CA93612 (559) 348-2200 (559) 348-2201 FAX o Bakersfield 2205 Coy Ave Bakersfield, CA 93308 (661) 837-9200 (S61) 837-9201 FAX o Southern CA 4221 Brickell St Ontario, CA 91761 (909) 974-4400 (909) 974-4022 FAX o San Diego CA 43218 Business Park Dr Ste 109 Temecula, CA 92590 (951) 694-0601 (951) 694-0701 FAX o Auburn 1501 15th St NW Ste 106 Auburn. WA 98002 (253) 939-2500 (253) 939-2556 FAX o Sacramento 0 Bay Area 0 Modesto 5808 Price Ave 545 Parrott St 448 Mitchell Rd Ste C McClellan, CA 95652. San Jose, CA 95112 Modesto, CA.95354 (916) Se4-2200 (408) 271-2200 (209) 572-2200 s.: (916) 564-2222 FAX (408) 271-2201 FAX (209) 572-2206 FAX ~ ~ -- ......... t. '" .~,- - .,.p-.....~ ..-..,...-.-...-''''' .........T ... ENTION \ ~ "'< ~ DAn; fPANY NAME NO. ~ \0 ~ J If"~~ TELEPHONE NO. ~: 1II."q'L. ...J.at..... SAGE: ....,. A ~ ~ ......... - Please advise us immediarely if you do not receive complete trrJ.n8minal If pages, including transmittal sheet DOriginal will NOT follow OOriginal will follow ORegular Mail DHand Deliver DOve:might Service DOther o o o o D URGENT Fot" Information only Per your Request Copied to: Please respond by 01-12-'06 08:55 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P002/012 F-989 FIELD REPORT NO: 65725 ----=Kraz ~....B ~ all. & Associates. Inc. GEOTECHNICAL ENGlNEE~NC · ENVIl\Ol'lMENTAL ENCilNEEl\ING CONSTf\UCTION TfSTINCl AND INSPECTION lATE _ i-I(~Ot. CONTRACTOR: /lJf~/c;;4'-AI )ROJECT #: / t'I th ~ (/ G"/ " <f- JURISDICTION: ~/l_ 'ROJECT: ~~ e,/ry i"'JOCIC PERMIT#: .OCATION: ~I"l.. INSPECTOR: \!S/L.'- (Aba /U I' <RAZAN PROJECT MANAGER: WEATHER: o;:;;;i.'/ / /!?./r\J TEMP: 4<ld) 1!JJJ \.<)",.~~ ~ /FlJJ~-r/lr......J tJ~ /~.L.e ,j)Je/V/Jv~ gA$ ~/lJ6 F/N' ~.e.e~~" /'l-<e,~~t;;:~ ~N' ~~~~-j=:'i,$B/ ;;:. ~..?~-Ol 78; ~tt B5~ ~-~ ~, Suo. h'rr';7c;I-ri!fd) ,r'IL4 D~II/;;"\~6 R'C--tPRD Pi'"R \.5~~c/;=-/c-, ./ AJ.pt>J? m.f1r/ IJ/\.J , . ~ Equipment/Asset Number(s): o the best of my knowledge. the ObOVr!!3J WAS NOT performed In accordance With The approved plans. spElclfications. and regulatory requirements. '00";0;00' ~V ~ Serving the Western United States . ,uperintendenl/Represen1alive; J501 FMd R'PDiI.d.x R<:vi"oll I lllfcc;l,v. DatO 5125/05 Tho u,''''''''';M "'M;NI1 no' .hl. ....nun ;, nn-.,..rd tor tllo exC!II<1Vd u.. or tho Chonl. TIlle rCODII J\IA~ ,\0\ lie rcl)fQCiuce<l.o OilY farm.' withollt tho wnUcn penUlS~'nn ot II\C cbenl ~n<1 Kr.",." I:. ....."""',... PILE DRIVING RECORD i5'/tt-C-. ("'GOL-/~ ( DATE 1- II' -0 ~ HAMMER: MAKE ANI) MODELVt:.lL.~A~ tt- .i.;9(r::. ~)~ FTLB.:;. 6e WEIGHT Of RAM ~ ~tT:?(j 01-12-'06 08:55 FROM-KRAZAN & ASSOCIATES F ff71uDfUR... PilE NO. 7 8 ~/i SITE FIELD ('" / 7Y Y)Or.rt< . -r1/l1B~~ TIP DIA, ::2-IN. BUTT DIA. ., 6N. LEN(;'rHMFT._~IN. WEIGHT~ PILE; TYPE PENETRATION: .+/9 ELEV. OF GROUN,D ---16 ;)../, S' EL EV. 0 F TaP .--. ~ ~ 7, .s- LENGTH. CUT-OFF TO TJP ~ 5".5:S- R EMAR KS. flJ...il.. .U?'7V11" JA970 ) CUT.OFF ELEV. PENETRATION _ 360-598-2127 T-283 P003/012 F-989 JO B NO, /t16-- o !:t/h,lf REP. RATED ENERGY BLOWS PE~ MIN, STflOICE: RATED ~EAS. ORIVING CAP, ANVIL. HELMET. ETC.: WEIGHT LB. D ESCR IPTlO N VIICA:T~D /f~/.v!?.- II'! ~y TIME: START DRIVING 1,~41 . FINISH DRIvING J;' 5-0 DRIVING 'l"1I'.Hi: (.5 30 45 60 75 105 "J , 16 3, - 76 106 46 61 91 : I Z 17 3~ 47 I 62 '17 92 1Cl7 I ~ 3 11J 33 48 -.J 63 78 93 108 A. , ", I 4 19 34 49 64 79 elll 10S -, 5 20 n ISO I 66 80 lti "0 e" Iii 21 36 51 oJ 66 81 96 11' /' p . 7 22 37 52 67 8:z 97 , 12 J, B 23 38 53 ' ;- 6B 83 98 "3 -,,, 9 :l4 38 54 VlV 69 84 99 114 .., .~ HI 25 40 55 .../.,/ 70 86 '00 "5 \ , , 26 41 56 7' 86 ,1)1 l' 6 '2 27 42 57 72 &) 102 117 13 28 43 58 73 88 103 '18 14 29 44 59 74 88 104 119 , 15 ,If 30 ~ 45 ~ 60 175 10, 1,05 1,20 I .""ANDREL. FOLLOWER: OeSCRIPTIOII/. LENQTH. WEIGHT. IF USI:O SHEET_Of'_ 01-12-'06 08:56 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P004/012 F-989 PILE: TYPE PILE DRIVING RECORD 8/ t-c... ( ../ Go L..../ ~ ( FIE to D R E p. __ DATE 1-// -0 l$- Ll- . HAMMER: MAKE AND MODEL L/aL.~At...;J .1.;9 (~ /~~ ~-TL B..s bO -1::t\. . ..t- ~7"'0 WEIGHT OF RAM _~ JO B NO. I d.6 r-- o S-/h/f PILE SITE Fl!Mi~ NO. '),0-,8 fl/l. (~/ 1'-1 .p{)oI~ -r/.I17/3~~ TIP DIA.2-IN. BUTT DIA. '7 :A..IN. LENGT'H~FT._IN. WEIGHT~ RATED ENERGV BLOWS PER MIN. PENETRATION: CUT.OH HE\'. + 1R ELEV, OF GROU~D ----,,4t, ;2../ HEV. OF TIP '-~3 '7 LENGTH CUT.OFl= TO TIP It 5"5. R EMAR KS. flJ...t2.- wt?AJr I~/(J STRQKEr FlATED MEAS. DRIVING CAP. ANVIL. HELMET. ETC.: PENETRATION _ WEICH'IT lB. DESCfUPTION tl/k~~/lre,::,,> ).1 n-d I .:S .I /.'4/ TIME: START DRIVING' __ FINISH DRIVING /) 44- "2 DRIVING TIME l ? IF a 30 4 60 76 105 1 18 31 46' 61 76 91 106 ~ '7 32 47 'I" 62 77 92 107 I 3 18 33 48 I 1i3 18 93 108 I 4 19 34 " 49 , 64 79 U4 '09 ? 5 20 35 50 'J 65 80 95 "0 /1- 6 21 , 81 96 ", 36 51 66 ~ ! ') 22 37 52 " 87 8Z 97 112 JA 8 23 38 S3 I I 68 83 88 113 .,..,./ I 9 24 39 54 C7"\7 159 84 99 1'4 JJ~ 10 25 40 55 ,... 70 U& 100 115 11 2& 41 56 71 86 101 "6 '2 27 42 57 n. 87 '02 117 13 28 4'3 SS 73 88 103 "B 14 29 4_ 59 74 89 104 119 15 ,If 30 o.JI 46 ~ 60 75 - .MAI\ID~et.., FOLLOWER: DESCRIPTION; LENGTH. WEIGliT. II" US.:D SHeET~OF_ 01-12-'06 08:56 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P005/012 F-989 TYPE PILE DRIVING RECORD 81?~ ( .,/ Gt:JL/ Jf-J t' DATE 1-/1-0 6- HAMMER: MAKE AND MoDEL ~aLr:'..A,,---' d- ~r;(~ RATED ENERGY -{S-~ FTLB..5:> 6b +f~~ WEIG"'T OF RAM _~ JO 8 NO_ /d6- o ~1'5r/h4 PILE SITE PI LE: PEN Ofl'i<. NO. ??B. ~/l.. {.,J / TV y)1Jt' A-<. 77I71B~12. TIP OIA.2..-. IN. BUiT D,A. '/ ;2....'N. LENGTH~FT.__II'./_ WEIGHT~ FIELD REP. BLOWS PER MIN_ PENETRATION; CUT-OFF HEV. _, +1;;1 HEV. OF GAOUND -/~ .~ ?.. .-.3? LENGTH. CUT-OFF TO T'p ~,. REM ARK S -. jJ II./?.. /iU~ T //tJ70 STROKE: RATED MEA$. DRIVING CAP, ANVIL. HELMET. ETC.: PENETRATION _ WE'GHT LB. o ESCR IPTIO N ELEV. OF TIP----. U1C/I-r€.n IItJL~ /4' TIME: START DRIVING' /: 37 FINISH DRIVING 1.:'40 bfuv.t.lG TIME .~ ~ IF~FT~FT'~ ~ ~O 45 ~o '5 D 10S J' 1 16 ~1 46 61 76 " 106 ;2 17 32 47 62 7'1 82 107 3 18 33 48 1'" 63 78 93 '08 J 4 19 34 " 49 I 64 79 $4 109 ~ J , 5 20 35 60 I 6Ei 80 86 110 J , (> 21 36 51 , 66 81 86 ,,, J 7 22 37 !5Z I 67 82 97 112 ., 8 23 3l,l 53 - 6$ 83 86 113 <-- 9 24 39 54 ~ 69 84 99 114 /' 10 25 40 !i5 ...... '10 es 1QO 115 .., A \ " 26 41 156 _V_V " 86 101 "6 12 27 42 57 72 87 102 117 13 28 43 58 73 88 103 111l '4 29 44 59 '4 B8 104 '19 \ HI ..::.' 30 ,II 45 tl? 60 Iiiiiiiiii 75 90 105 120 . ~ -- MANDREL. FOLLOWER. DESCFlIPTlON. l.ENGTI-f. WEIGHT, IF USED Sl-feE'T_OF~ 01-12-'06 08:56 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P006/012 F-989 PILE DRIVING RECORD 8/t!-t. (...I6o~~~ ( DATE /-/:' -0 S- HAMMER: MAKE ANO MODELI/UL~/:)(..J d- .:1.11(~ /.s~ ~TL B}=.> b'O WE IG H T 0 F F4 AM :It _-("""<<..xi JOB NO. /66- () :://h4 F~v,.ae~ g,5J3 PIt,.E NO. #?-/l. (~fT'L r)O(" ,-tIK.. 77/l1&i"~ TIP DI.4o..2-IN. BUTT 01.40..2.2:=:-1"". LENGl"H~FT.__IN. WEIGHT~ FIELD REP. SITE PILE: TVPE RATEO ENERGY BLOWS PER MIN. PENETRATION: / CUT-OFF ElEV._ + I?? --I~/ PENETRATION 19 ( ,-,' '-:</1 I' ELEV.OFTIP_ v,... , I' LENGTH, CUT-OFf to TIP 0 2 R EMA~ KS" jJ/A,z ,U1.!fJLJr IILJ-m STAO ICE: RA. TED ....EAS. E:LEV. OF qROUNO DRIVING CAP, ANVIL, HELMET, ETC.: WEIGHT L.B. OS;SCI't IP'rION I/AC.H7#'..t:> !hJ-L-e 'l!3y I.<'~/ 0, ) >7) 3 /.~~ ...~ TIME: STAR T OR IV (NO FINIS'" DRIVING DRIVING 'rIME ..:? f FT. , 30 4 60 76 105 1 16 31 46 61 "6 91 106 2 17 32 47 62 77 92 107 i :3 18 33 .....1/ 48 ~, 63 78 93 1 DB --, 4 HI 34 49 ~ 64 79 84 109 --, I , I> 2D 35 50 66 80 95 110 J L."- , G 21 36 51 rvr 66 61 86 111 '-,.-, , 22 37 52 (./ , Ii7 82 97 112 B 23 38 53 68 83 18 113 9 24 39 54 69 84 99 114 10 25 40 55 70 86 1DO 115 \ 11 26 41 56 71 86 101 116 12 27 42 57 72 87 102 117 13 28 43 58 7$ 68 103 118 1. 29 .44 ss 74 89 10'1 "9 15 , 30 ,jI 45 ~? 60 75 - . - ....ANORl;l. FOLLOWER. DESCRIPTION, LENGT~. WEIGHT. IF USED SHEET_OF_ 01-12-'06 08:57 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P007/012 F-989 ELEV, OF GROUN,D t I'? -/7 IS PILE DRIVING RECORD i? / ~c.. ( ./ G 0 ~I',:-.) ( PATE /-/ I -0 G HAMMER: MAKE: AND MODEL Vc.t'L~AtJ d- ..!-/1(~ IlATED tlNERGY ,{S-~ ,rrLB.s. be ~-~~ WEIGHT OF RAM ~~ JO a NO. Itf6r- CJ S'/~/f PilE SITE PILE: FI$/Oi)&~ NO. f!r 9 8- ~/J. C.; I TV ptJc;.A'-<; -r-/ /J]e~1€. "tiP bIA.::2.-- IN. BUTT OIA.2bN. LENGTH~FT.~IN. WEIGHT~ FIELD REP, TYPE BLOWS PER MIN. PENETRATION: CUT-OFF ELEV. 6TROI(E: RATED MEAS. DRIVING CAP, ANVIL, HELMET. ETc.: PENET~ ATION ELEV. OF TI'---. -d 2 LENGTH. CUT-OFL: TD TIP '<;;. ~O REMARKS. PI.l...t2 WAA!f{ WEIGHT L.B. DESCI't IPllON 1/.4 c 1771? /) I/()~~ ~y lo~ ) /urtJ ): 0 K"" TIME: START DRIVING' _' v FINISH D~IVING /;'0 '? DRIVING TIME J' F7. ~ ~ !1 o 4S eo 76 0 10 . J 1 18 f lOti :n 46 &1 76 " I 2 17 32 47 I U 77 92 107 f 3 1B 33 48 ( 63 78 83 10U 1'-' 4 " 34 49 I ...", 64 " '8 8" 109 "2L"' ~'4" 3 !'I .... ...." . 5 20 SO &6 80 86 110 6 ;l1 36 51 86 el 86 111 "1 22 37 52 87 82 !J7 112 II 23 38 S3 68 83 88 113 , 9 24 39 $4 69 84 G9 114 10 25 40 65 70 86 100 115 \ 11 26 4' 56 71 86 101 116 ! , 12 27 42 57 72 87 102 1n , , 13 28 43- 58 73 88 103 118 '4 29 44 59 '4 89 104 t 19 15 ,~ 30 ~ 4!l ,~ 60 75 90 ~ .' - ., . ~ANDAEL. FOLLOWER. DESCRIPTION. LENGTH, WEIGHT, IF USED SHEET_OF_ PILE DRIVING RECORD FIE lD REP. B I~c... ( ./ GOL-~ t:-J ( DATE /-//-Ol!r HAMMER: MAI(E ANP MOPEL L/t',.(L~At...;J d- :1./l(F!5. ~S-~ FTL 13> bO -:tt\. ..r--~ WEIGHT OF RAM _~ 01-12-'06 08:57 FHOM-KHAZAN & ASSOCIATES 360-598-2127 PILE SI'TE F~A.J;:;€e 9,5/l NO. ~/J. UITY y)acA<. // /J1/3.€.,e: TIP DIA..2-IN. BUTT blA. ? 6N. LENG'rHMFT._IN. WEIGHT~ BLOWS PER MIN. PI L E: TYPE RATED ENERGY PENETRATION: -+/0' CUT-OF F E LEV. t!f I EL.fiV. OF GROUN,D - /"3 ' PENETRATioN _ J 9'1 ELEV. OF TI'_ --....":3 '7 STROKE: RATliD T-283 P008/012 F-989 JO e NO. /d6-- () :5~/h4 MEAS. LB. DRIVING CAP. ANVIL, HELMET, ETC.: W6JGHT '-I!.!-- LENGTH. CUT'oF~ TO "1' \. 5 J REMARKS. ;;/"-.t! ~ W,e;JI /lJIO ~ tt)7appeiJ ~11/1('--'6 elJ?..il~5~ DEseR 'PTION '"j?/ tl4C//7 I:?j;) r/tfLL. 6 y o t./ ( 6J r /l1,J.. €.. TIME: START DRIVING J:!JO '''#hI'' t') S- DRIVING TIME 4,.- ~ FINISH CRIVING FT'~lF ~ 1 16 ~1 <46 61 76 9' 10El 2 17 J 18 4 19 5 ~o El ~1 7 22 B U 9 24 10 25 11 26 12 27 13 28 14 29 15 ~,It ;10 ~ 32 4' ""'- 62 77 ~ 33 48 v 63 '8 .., 7\ 34 49 .... 64 79 /" 35 .,.. 66 80 &0 ""'\ . 36 '/ 51 00<- 66 81 J 37, o. 67 82 5~ J 38 53 6Iil 83 J I . 39 54 fi9 84 ~ 4'0 l 55 , 70 86 \ J 4-1 \ 56 , " fl6 42 57 72 87 j 43 , 58 13 8B J 44 , S9 74 89 , 45 J 6D 1S 9~ - - - - ,JI ~"'ANOReL. FOlI.OWI;R. DESCRIPTIO,.." LENGTH, WEIGHT. If USEr) 92 107 93 108 84 109 95 110 96 " , 97 , 12 96 113 99 114 100 ',5 \ 101 ',6 102 11' 103 118 104 119 105 '20 SHEeT~OF_ 01-12-'06 08:57 FROM-KRAZAN & ASSOCIArES 360-598-2127 T-283 P009/012 F-989 ~ " CUT-OFF ELEV._ riLEY. OF GROUND PENETRATION I' ""II,? '-I?~ .;' .c - ::<. 4- 42 PILE DRIVING RECORD ;g /~c.. ( ..,/ Go~~ ~ ( DATE 1-// -06- HAMMER: MAKE ANP MOPEL L/UL~~t....;J d- ~rl(~ ~ ')~ FrL i3..s 60 #-;-~p\ WEIGHT Of RAM ~...:> r~ JO EI NO. Iff 6-- o S'/h/! PILE SITE PILE: rFlvRilK:.. NO. );<.6 #?- /J. (..) /fY r)ot'" A<. -r1/J7B..e-~ TIP DIA. 2.. IN. Bl,JTT DIA. .2..2::::-.N. LENGTH~FT._IN. WEIGHT~ FIELD REP. TYPE RATED E"E~C" BLOWS PER MIN. PENETRATION: STROKE: AATt:;D MEAS. ORIVING CAP, ANVIL, HELMET, ETC.: W~IGHT LB. bliiSCA IPTION ELEV. Of TIP--., LEIIIGTH. CUT.QFl= TO TIP REMARKS" f?~ iod!!p'r 1p.)7?J , L44e'4r.A$ 1/t1~ dY ('3 ~ TIME: STAAT DFlIVING /~::S.""2 I "'.' "l~ FINISH DRIVING ~ _1 ::;.. DRIVING TIME ~ =? 'T~'T~'T'~~~'.T.~ 30 45 60 0 0 1 16 31 46 61 76 " 106 2 '7 32 47 62 77 92 '07 3 '0 33 48 63 78 03 108 19 : 4 34 49 64 79 84 109 , , $ 20 35 50 65 80 95 "0 I> 21 36 "", 51 66 81 96 ,,, 7 22 37 52 67 82 97 '12 s 23 38 53 68 83 98 113 9 ::14 39 ,,, 54 69 SA! 99 "4 J 10 25 : 40 , 55 70 86 'DO "5 .,- \ 11 l6 41 b 58 " B6 '01 "6 .L\. -:J 12 27 42 vO 57 72 87 102 117 1:3 28 43 58 '13 B8 103 l' 8 14 29 44 59 74 89 104 "9 15 ,. 30 \J/ 45 60 7S ~O 1105 120 - - .. . MANDREL, FOLLOWER: DESCRIPTION, L.ENGTH. WEIGHT. IF USED , SHEET_OF~ I 01-12-'06 08:58 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P010/012 F-989 f t l .. CUT-OFF ELEV._ ELEV. OF GROU....O PENETRATlOIII -t l?;I' I ..~/ - ::J ,:;2, D I --3:;1 PILE DRIVING RECORD FIELD REP. ~/L~ t/6tO,(./,u( DATE /---//--Ob HAMMER: MAKE AIIIO ,..OOEL I/UL cA A.J .tr...t. ,,:'//1 RATltO ENERGY /..~(tr) Pr Li:SS bCJ WI::IGJoIT OF RAM "rt)n 0 JO B NO. /0 -6"- o.:::J'/ 6 ?'-- PILE NO. F4/Vpe~ ~5/1 tJ?4 CI'-ry d)()CK TYPE 'r//J/!J~ TIP OIA.2-aN. BUTT OIA. 12-U1. LENGTH.k'QFT...:::tN. WEIGHT ~QC) BLOWS PER MIN. SITE PILE; PENETRATION: STAO 1(1: RATED MEAS. DRIVING CAP. ANVIL, HELMET. ETC.: WEIGHT LB. oeSCR IPTION ELEV. OF TIP__ LENGTH. CUT.OFIF TO TIP ,-~3 REMARKS" ~/~ j L-Ut9',J-r /N7'O !/-4(:'/Q ~L) 1Ic:v.....e 1$/ TIME: START DR'VING 33'Y FIN'SH DRIVING 3 f::I..l bRtVING TIME -$ FT~_ n 30 45 60 5 0 1 16 \~ 31 46 .., 76 $1 105 \ 2 17 32 47 62 .,., 92 107 3 18 33 ,/ 48 -" 63 78 83 108 : -- 4 1$ 34 41$ 64 79 84 ,oa >1 s 20 3S SO T 80 95 "0 -J ;: '5 6 21 7 -.;;r 81 D6 ", 36 51 66 J ~", 7 22 37 52 V 67 82 97 112 ~ -..,. 8 23 38 531~~ 68 B3 88 113 , 24 39 54 69 84 99 ,,. , 10 25 40 55 70 86 100 116 11 26 41 56 71 86 101 1,.. 12 '2.7 42 57 12 87 102 117 13 28 43 58 73 n 103 118 14 '2.9 44 59 74 G9 104 119 15 ~~ 30 "". 45 " 6C 7~ 90 ~ - ~ "'A.NbREL. FOLLOWER: : DESCRIPTION. LENGTIi. WEIG..,T. IF I.JSIiD SHE~T_OF_ 01-12-'06 08:58 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P011/012 f-989 f I l .. PILE: TYPE PILE DRIVING RECORD is' /t.?, (,.1 G 0/-1' ~ I' DATE /-/~,..-O G- ~ . HAMMER: ....AKE AND MODEL L/t'.-<L..c!A~ .:!rirl J\ATED ENERGV ",\S~ trrL 135:> 6'0 WEIGHT Of RAM ~S(t:)() JO B NO. Jr16- O!;'/h4 SITE F tjA.J pet!:... PILE NO. q I 5~ a p/J. u (,.../ y)o6(J( 77/11t3~~ TIP DIA.2-. ,.... BUTT DIA. J ,;)....'N. LENGTH~FT.__I~. WEIGHT~ FIELD REP. BLOWS PEf{ MIN. PENETRATION: CUT.OFf ELEv.) -f I il EUV. OF GROU,.D - / ~ 13 -31 4- c.:' LEIIIGTH. CUT'OFf TO TIP 7 REM ARK S * 1J'l).,ji! aJff A..17: //V7?> STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: PENETRA'rION --' WEIGHT LB., DESCRIPTION ELEV. OF TIP i/'/9c;;#rR'p //o).~ ?: 3.'2/1 TIME: START DRIVING -!Ml::t:. FINISH DRIVING ~./3 '/~ DRIVING TIME 3 FT. -, o 4S 60 5 D 105 . JA , 18 31 46 , " 76 9' 10& : J~/ 2 17 32 47 r"../ 6Z 77 92 10' J~ 3 18 3:a 48 I 83 78 93 108 A ." 4 19 34 49 -r,.P 64 79 .. 109 ) Ei 20 : 35 SO 65 80 85 "0 6 21 36 \Il 51 66 .1 86 111 ., 22 : 37 97 "2 52 67 82 8 23 30 53 68 83 98 113 9 24 39 54 69 B4 99 "4 : 10 2S 40 $5 70 86 100 115 \ I I 11 26 41 56 71 86 1D1 115 : 12 27 42 57 72 U7 102 117 , 13 28 'II ',8 I 4:!! 58 73 88 103 I ! , 14 29 44 I 59 7. a, 104 119 .~ ~ .JJ '\J I 15 30 4~ 60 75 9D -~ . . MANDREL. FOLLOWER. DESCRIPTION. "'ENGTH. WEIGHT. IF USED SHEET_OF---L I 01-12-'06 08:58 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-283 P012/012 F-989 r ~ I t( TYPE PILE DRIVING RECORD 8/t.c... (AGOt'-../~ I' DATE 1-1/-06- HAM MER: MAI(E ANP MOPEL L/<<L~At"';; d- j. r? rre:. ~ S-~ FTL 13.:;:, 60 -H.\.~~I"'\ WEIC3HT OF flAM _~ JO B NO. /(/6.,--. OS"/h4 PILE SITE PI LE: r~Nf)~ NO. 2'6/l f2-/J. (..>/7Y po~ -r-/ /l1e~tE:.. TIP DIA.2- IN. BUTT DIA. 2..2:::..N. LENGTH~FT.~_IN. WE'GH1~ FJELD REP. RATED ENERGV flLOVIIS PER MIN. PENETRATION: 11' -Ib ~ ~D'" -3G " ~/// LENGTH. CUT'OFt: TO Tip ~2..T.. R EMAR KS. PJ.i..J!!.. &t/{i1lti7"" //1..1'70 CUT-OFF ELEv._ STROKE: RATEO "'IE AS. ElEV. OF GROUND DRIVING CAP, ANVIL. HELMET. ETC.: PENl:TRATION WEIGHT LB. DI'$CI'lIPTlON ELEV. OF TIP ~.4,( a r~$f:/J M?.<!.../2 j'A~ , - , TIME: START DRIVING' ,..3.144:- FIN'S'" Of:lIVING \:. '=-$ (4~' DRIV'NG TaME 2- FT. n 0 46 60 . )5 0 1 16 31 46 V G1 76 " 106 2 17 32 47 62 n 92 107 J 3 18 33 48 , 63 78 93 lOB J 4 19 34 49 t &4 79 94 109 ''I 5 20 3S 50 ".- 66 80 86 , 1 0 /' . 6 21 36 51 I<"" 66 81 86 ," <J 7 22 31 5Z v 67 82 97 "2 1-0 I 8 23 38 63 ' (J 68 83 98 , 13 I ?J , 9 24 39 5.., .~{ 69 84 99 ',4 10 25 oliO S5 70 86 100 115 \ " 26 41 56 '1 86 101 "6 12 27 "7 , 42 57 72 87 102 13 28 43 \ 58 73 &8 103 118 14 :29 44 5!t '4 89 104 119 15 ,,~ 3D J 45 \~ .60.. 75 90 105 120 ,. . MAND~El. FOLLOWER: DESCRIPTION. LENGTH. WEIGIiT. IF useD SHEEl_OF~ ., FAX TRANSMISSION CITY OF PORT ANGELES, PUBLIC WORKS & UTILITIES DEPARTMENT P.O. Box 1150 Port Angeles. W A 98362 FilE Jason Kikuta To: Date: January 12, 2006 Pages (including cover): 8 425-741-3900 Fax #: Terri Partch From: Phone No.: 360-417-4811 Fax No.: 360-417-4709 Special Inspection Reports for pile driving 0 Subject: Jason, Krazan and Associates have sent over the third set of pile driving reports. Please review and call with any questions. Thank you. Terri Partch PW 0101_07 [ReVIsed 7/24/03] 01-11-'06 15:33 FROM-KRAZAN & ASSOCIATES - 360-598-2127 T-278 P001/007 F-980 -ftiF- -Kt ~--= ~ -.; azaIl & ASSOCIATES, INC. Serving the Western United States 181 Poulsbo 20714 State Hwy 305 Ste 3C Poulsbo, WA. 98370 (360) 598-2126 (360) 598-2127 FAX. o Woodinville 19501 1441ll Ave NE #F-300 Woodinville, WA 98072 (425) 485-5519 (425) 485-6837 FAX o Corporate 215 W Dakota Clovis, CA 93612 (559) 348-2200 (559) 348-2201 FAX o BakerSfield 2205 Coy Ave Bakersfield, CA 93308 (e61) 837-9200 (661) 837-9201 FAX o Southern CA 4221 Brickell St Ontario, CA 91761 (909) 974-4400 (909) 974-4022 FAX o San Diego CA 43218 Business Park Dr Ste 109 Temecula. CA 92590 (951) 694-0601 (951) 694-0701 FAX o Bay Area 545 Parrott St San Jose. CA 95112 \/WANY NAME ~ (NO. TELEPHONE NO. >M: --'~_....4. P'J7rPllPf+~'lr"" ~._~ :;SAGE: o Auburn 150116"1 St NWSte 106 Auburn, WA 98002 (253) 939-2500 (253) 939-2556 FAX o Modesto 448 Mitchell Rd Ste C Modesto, CA 95354 (209) 572-2200 (209) 572-2206 FAX -- r.~MA ~ '1'1".-- T .--....",...JU' ~~ DATE -I-"'-L~ ~~~ of pages, including transmittal sheet DOriginal will NOT follow OOriginal will follow DRegular Mail DHand Deliver DOvemight Service 09the~ D o o o o URGENT For Information only Per your Request Copied to: Please respond by 01-11-'06 15:33 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-278 P002/007 F-980 FIELD REPORT NO: 65724 ~-:::iKraz ~ all. & Associates, Inc. GeOTECHNICAL ENGI",eeI\JNC . ENVIRONMENTAL ENGINEERING CONSTRUCTION T ESTINc; AND INSPECTION lATE: /-/d-O (; ROJECT#: /~b ~- 0 .5--tib" 4- ROJECT: f?-;tJ. 0/rY r)<' ck JCATION: f?/l.. r RAZAN PROJECT MANAGER: $ CONTRACTOR: ~~~~/C:~AL1 JURISDICTION. P:"I'9. PERMIT #: INSPECTOR: WEATHER: ~L-L- l..../t."'>eJ?//fh-J r OCA6--r / /?/?/,J TEMP: f-.S- ". ?N ,.;/T~ I::r>R ~//l?~PYC:;r/i:)T0 t'J/::- ~/~p! V"-':>Rlt//~t6_ c..t:JAJ ,- r~727te .,gP6/Hu (/).if /I/'M ~ /# ~;C'ri!!JC N~/LJ, jJ/~e:-:; Ql?/I/!?;J UJd;e~ 12.~5'/c,,1 /;;/~/ 1r1./A'1~ /2/~ ,1aS/B..- ,d~ ~-r/lCI.fetD ~/LI& p~/t/~rur; PtJ?c<;J-ep FOR r::5'~R:;/P:-/c 1m ptJ~ /h a...,- / 1:J Vi' :quipment/Asset Number(s): '" the best of my knowledge, the abO~ WAS NOT performed In accordance with the approved plans, speclficotIons, and regulatory requirements, )erinlendent/Represenlalive: T.Chn;c'""I!;/L-,\D ~ Serving the Western United States /~I Ft./d lUpD"..luc ~\l~,{glll Hfr.dlV< D.lo 5/25/05 '....... ...&._.~. .._ __.... 1.."...,.k ^ ... ,..... ... ..................... ,..... .h^ ^'" ~lu..I... ""A ..I ."'.. ........ .,....,. _"""",, ....n. "^l )vo .....nl'nl'lll,..,.i1 ~" wnv ',",",...11I \v.,hnn, ,,,... ,vriu..n noo-nniOCl:lnn "r .bt I"IWI_' IlI1u1 Kr=-)"n ,t. AUOC"lo'l1t$ PILE NO. SITE PILE: 01-11-'06 15:33 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-278 P003/007 F-980 FIELD REP. JO B NO. ,/06"'- c?~-/,6<7- ;~//7 f?/-J. c..i TY b OGK TVPE /lnJ1lR~ TIP DIA.-2IN. BUTT DIA.~IN. LENGTH 6f?,:T......::IN. WEIGHT~~l PILE DRIVING RECORD ~L.L 1.,/ ~tJ.L/ /'..1( DATE /-/.()~O6.-- HAMMER: MAKE AND MODEL UAt.L/h..}.#:L -.fA /~ "ATED ENERGY /S~ /~r!.... 13::. (;;"0 , .-s-~O PENETRATION: CI,IY-OFF EL.EV. -t I ~I-~ ELEV. DF G~DU"'D -....) 1" 1?~ .-..;;2.. Co " LENGTH, CUT'OFl: TO TIP ..-,.0 ~ REMARKS. f//~e' {",-J~r //lY,7) PENEl"RA'tION _' ELEV. OF TIP BLOWS PER MIN. WEIGHT DF RAM STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: WEIGHT LB. DESCRIPTION PR@ M/~,-L) / .5 I ~L~ Jt5~ TIME: START DRiViNG FINISH DRIVING /J';A '"2- DRIVING TIME ,? FT. n 45 GO 5 0 , 16 31 415 61 7. 91 106 2 " 32 47 62 77 92 107 3 18 33 48 63 78 93 108 4 19 34 49 64 7. 8. 109 Ei 20 35 50 85 80 .5 110 6 21 36 l T 51 66 ., 915 1" 7 22 37 52 67 82 97 112 8 23 38 63 68 83 98 113 9 24 39 ~ 54 69 84 99 '" ,......, 10 25 J' 40 ~ 55 70 B6 100 115 I . r 11 26 I 41 ~ 56 71 88 101 116 ~ - 12 27 42 FC/ 51 n 87 102 117 ...... , 13 28 43 ~f 58 73 88 103 118 J__ 14 29 44 / .....- 5!!t 74 89 104 "9 , 15 ~ ::10 ~I 45 6Q 75 90 . MANDREl.. FOLLOWER: DESCFlIPTION. LENGTH, WeiGHT. If' USED SHEET_OP_ 01-11-'06 15:33 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-278 P004/007 F-980 PILE DRIVING RECORD V5'/L-L_ JO II NO. /06- (}.s-J b C/- PILE NO. /;;</ ~ SITE 'Ac-I TY ~O/C-' PI I.- E: TV Pli 'P?J ~tP'ae. TIP OIA.2-IN. BUTT DIA.~'N. LENGT~..@T.___IN. WEIGHT~ PEN ETRA TION: HAMMER: (../ GD ~ ~ p.....J , DATE 1-/rJ -r~~ MAKE AND MOP'El. ,Ul.llt'j,t)l...J :tt\. 1 JqIJ FlATED ENERGY /~ Fr.L.i$ S bQ '~l'? FIELD ReP. CUT-OFF HEV.....: -f'14' .- /b .; /D'" . ..., ..., r-' ELEV.OFTIP --6. L.f:? LENGTH, CUT.Of'~ TO TIP 4/,5'/ REMARKS. PILflt:,; 1A.J~r INfl) ELEV. OF GAOUN,D PENETRATION BLOWS PER MIN. WEIGHT OF RAM STROt<E: RATED ,.. EAS. DRIVING CAP, ANVIL, HELMET, ETC.: WEIGHT LB. D EseR IPTION rr?e- 0' t::>/<I '-Z.€() -9-" he~ 8/ TIME: START ORIV'NG:-/~'/2- FINISH DRIVING I~I b DRIV'NG TIME f- FT , . 30 45 60 5 0 10 1 16 " 46 61 76 9' 106 2 " 32 .7 62 77 92 101 3 18 33 "" , 48 63 78 93 1DB 4 19 34 49 64 79 84 109 $ 20 3S SO 65 80 85 110 6 21 36 51 66 8' 86 1" 7 ~2 31 " 52 67 82 97 112 ~ B 23 38 V 53 88 83 BS 113 -, 9 24 39 """- 54 69 84 9' ,,4 '" 10 25 40 /...." 55 70 86 100 "5 : .., / " 26 41 "" 58 71 86 '01 116 ,-/~ 12 21 42 'VJ 51 '12 87 102 117 "*.- 13 28 43 ~L/ 68 73 88 103 118 , " 14 29 59 74 89 104 ,,9 , I .. I ..,~ 30 " , 15 4S 60 75 90 '05 120 I . . - MAND~EL. FOLLOWEFf: DESCRIPTION, LENQT..,. WEIGHT, IF USED SKEET_OFt I 01-11-'06 15:34 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-278 P005/007 F-980 PILE NO. /;(, ~/ 0 FIELD REP. SITE I?- II - C'/7-'Y IJ OCJ< -riff') f3JMe PILE: TYPE TIP D&A.~ IN. BUl"T CIA. !il.-IN. LENGTH 60FT._.N. WEIG"~. tOb- PILE DRIVING RECORD JOB NO. r'; '5' If, <l:- I/ he;~ I,......:J,.. DATE /-/t) --c:) C; HAMMER: MAt(E AND MODEl t1.1I../'A~ 1~ A Iii;. RATED ENERGY ;('<~ ,e.7J. &.s ~~ \.5?1~"") ~~~ BLOWS PER MIN. PEN ETRATlON; WEIGtiT OF RAM 7 I 4." CUT-OFF I3:LEV._ E....EV. Of GROl.,JrtO ~ /tt.S-' Y'.. :;.; C)/, _ ElLEV. OF TIP . - ~el":) LENt:;TH, CUT'OF~ TO TI.. 4(!:).{ S REMARKS. ?//4' t..aPfJ'/ //070 $TROI(E: RATED MEAS. DRIVING CAP, ANVIL. HELMET. ETC.: PENE"tRATION WlilGIolT LB. DESCRIPTION r'"I'?e!. -t:JRILt...Fif:-l::, IVt'tL ~ (3y 4~ TIME: START DRIVING If (2 ''/ 't,.uSH ORIVING /:'/0 DRiViNG TIME ':.5 FT.~_ n iii 60 75 1 1& 31 46 61 76 91 10S : 2 " 32 47 82 " 92 107 :3 18 3:) 48 63 78 93 1D8 : : , 4 19 34 49 64 78 84 109 5 20 35 6D &6 80 95 110 6 2' 36 S1 66 8' 86 ,,, 7 Z2 37 52 67 82 97 112 8 23 3U 'l~ 53 68 83 98 113 "':""'I , !,:t 24 39 "- 54 69 S4 99 114 ;- 10 25 40 V 55 70 es 100 115 : ;:::-) l' 26 41 (J 56 71 8& 101 "6 /' --- 117 12 27 62 57 72 87 102 ~...::7 13 28 43 r-.O 58 __h 73 88 103 118 ~"9'~ ""'- .f_ 14 29 44 Q.,J 59 74 89 '04 "9 1/ 15 \Y' 30 11 4' 60 16 90 105 12D - - - .. MANDREL. FOLLOWf:R. DE'SCRIPTlON. LENGTH, WEIGHT. IF USEO SHEET_OF_ 01-11-'06 15:34 FHOM-KHAZAN & ASSOCIATES 360-598-2127 T-278 P006/007 F-980 PilE NO. /0,,5"/ i3 SITE .bl. 6/7":Y ...'I)aJCI< PILE: TYPE '77/:J~g~ "'P DIA.2-I",. bUTT DIA.~IN. LENGTH@FT.':='IN. WEIGH~a.- PILE DRIVING RECORD FIE LD REP. iJ/L~ (./ (.,t:)~,.,rr.J / DA TE J-/t:' -t:JO HAMMER: MAKE AND MODELVI...tL.UPIJ .~..t:- /4/~ ~ATED ENERGV IS: ~ Pr'-85 . 6t:' WEIGHT Of RAM ..ft'SOe?() I ()6-- Joe NO. 0.::(/64- BLDWS PER MIN. PENETRATION: /' CUT-OFfl EL.EV. _ i: /4 ELEV. OF GROUPfD -/.,6 I' . .~/V PENETRATION, e.a ELEV. OF TIP . --;;{ 7 I' , '" LENGTH. CUT'DF~ TO T'P 4/ R EIVIAR KS. tfi'atf? ~ [,tJAfic..J( /IJro STROKE: RATED MEAS. DRIVING CAP. ANVIL, HELMET, ETC.: WEIGHT LB. o ESc;R IPTION ~..B.-iJRIt-L ~p ~~ rl5Y 3/ TIME: START DR'VlfllG /C' ~~ FINISH DRIVING I~' ,'3/ DR'V'NG TtMlt '-~ FT. , 45 60 75 0 , \ 18 31 46 61 76 91 10G \ ~ 17 32 47 62 77 92 107 3 18 3".1 " 48 &3 78 93 108 I : , 4 19 3. 49 64 79 94 109 , , 5 za 35 50 66 80 85 110 6 21 36 'If 51 61i 81 86 111 .'~ 7 22 37 \,.,../ S2 67 82 97 112 A 8 23 38 -, 53 68 8~ 98 113 /' 9 24 , 39 P 54 69 84 9' 114 ;- 10 25 40 ~, 55 70 86 100 11$ /"',A " 26 4' v~ 66 71 116 101 116 . 1 ...., 12 27 42 { ,\..:> $7 n- 87 102 117 13 28 43 58 73 88 103 118 14 29 44 59 74 89 104 119 , 15 \~ 30 "M" ; 45 6Q__ 90 - MANDREL. FOI.LOWER. . DESCRIPTION. LENGTH. WEIGliT. If USED SHEET_OF_ 01-11-'06 15:34 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-278 P007/007 F-980 PILE NO. SITE j ;).//11 S p~ C'~> "TV FIELD REP. {)n6 K" PILE DRIVING RECORD elLL t( btJL /AJ/ DATE J -/0 -06 HAMMER: MAKE AND MODEL VIJ,Lo..4J Lt L /J/~ RATED ENERGY 1..:')t:Joo pre:.~q ~ .r;Q ,.5""~O n .JO B NO. I C?5 -- C)S/t5~ PILE: TYPE TIP DIA.-2-,.N. BUTT OIA..L2:IN. LENGTH6~ n.__IN. WEIGHT d.ifQO PEN ETRA TION: bLOWS PER MIN. WEIGHT OF RA~ -lI4' . . .; .~{q q, .'5' .-:2 '7/ E;/ L1..~ " LENGTH. CUT.OFt: TO TIP I~ R EMAR KS. PILI!:!. : WtfE~1 II-J 'jC) r CUT-OFF ELEV. , STROKE: RATEb MEAS. ELEV. OF GROU~D DRIVING CAP, ANVIL. HELMET. ETC.: PENETRATION _ WEIGHT L.B. OEseR IPTION ELEV. OF Tlft__ ~Rr:e... l),e r L.L1'f! I'J ~.ftJ'L~ .A By $/ $:' ( 7 FINISH DRIVING c.~!' ~ J . DRIVING TIME 4- TIME: START DAIVING' FT. ~n'=T~'T'~ - n 30 4S GO 75 105 '-J A ~ . /'/1 , 1G 3' 46 I U r&" '''f,.., 78 91 106 I I :l 17 3Z 47 62 77 82 f07 I I 3 18 33 48 63 78 83 108 I , 4 19 34 49 G4 7. 84 109 5 20 3S 50 liS 80 85 '10 6 21 3" " , 51 66 ., 86 ", - 7 22 31 52 67 82 91 "2 ; B 23 38 53 68 83 s. '13 9 24 3D 5. st 8e 89 11. i 10 25 40 55 '70 8& 100 '15 I I " 26 4' ~~ 55 71 88 101 116 I ~ I J I 12 27 42 57 72 87 1D2 111 I A , , 13 2B 43 --6 58 73 88 103 118 J--' '4 29 44 J 59 74 89 1 D'- "9 I ~-1 , , 15 ~ 30 ~I 4~ 6D 7S 80 105 120 I . I - MANDREL. FOLLOWEll. OeSltRIP1"'ON. LENQT.... WEIG...T. IF USED i SH.n_OFl To: Jason KIkuta Fax#: From: Subject: Jason, 425-741-3900 Terri Partch Phone No.: 360-417-4811 Fax No.: 360-417-4709 FAX TRANSMISSION CITY OF PORT ANGELES, PUBLIC WORKS & UTILITIES DEPARTMENT P O. Box 1150 Port Angeles, W A 98362 Date: January 13, 2006 Pages (including cover): 6 SpecIal InspectIon Reports for pIle dnvmg 0 the Port Angeles CIty pier Krazan and Associates have sent over the fourth set of pile drivmg reports Please review and call WIth any questIOns. Thank you. Tem Partch PW 0101_07 [ReVIsed 7/24/03] ~~\\ . ~ 0~-13-'06 09:00 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-291 P001/005 F-001 ~~KrazaIl & ASSOCIATES. INC. Serving the Western United States IZI Poulsbo 20714 state Hwy 305 Ste 3C Poulsbo, WA. 98370 (360) 598-2126 (360) 598-2127 FAX o Woodinvilie 19501 144th Ave NE #F-300 Woodinville, WA 98072 (425) 485-5519 (425) 485-6837 FAX o Corpol'ate 215 W Dakota Clovis, CA'93612 (559) 348-2200 (559) 348-2201 FAX o AubulI"n 1501 15lh St NW Ste 106 Auburn, WA 98002 (253) 939-2500 (253) 939-2556 FAX o Bakersfield 2205 Coy Ave Bakersfield, CA 93308 (661) 837-9200 (661) 837-9201 FAX o Southem CA 4221 Brickell St Ontario, CA 91761 (909) 974-4400 (909) 974-4022 FAX o San Diego CA 43218 Business Park Or Ste 109 Temecula, CA 92590 (951) 694-0601 (951) 694-0701 FAX o o Bay Area 545 Parrott St San Jose, CA 95112 )MPANY NAME u{NO.~~'0 " -t\ o Modesto 448 Mitchell Rd Ste C Modesto, CA 96354 (209) 572-2200 (209) 572-2206 FAX _......~.....1l~ "?"':j~~.rw.m~~&.~ r.lIi!:. .I.u~ TELEPHONE NO. lOM: --~~ ~ ,--"-"... ~ ~.~....o:-.'- - ESSAGE: r~~ rl L- ~I~ -.- II'tD:lI Please advise uS ltnmediately ifyr;u df) n.ot I"eceive complete rt'ansmittal ,. of pages, including transmittal sheet DOriginal will NOT follow DOriginat will follow ORegular Mail ORand Deliver DOvemight Service OOth~r o o o o o URGENT For Information only Per your Request Copied to: Please respond by @~-13-'06 09:00 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-291 P002/005 F-001 FIELD REPORT NO: 65"1? 6 ~~Krazar1 & Associates, Inc. G~OT€C;HNICAL ENGIN€~RING . ENVIRONMENTAL ENGINEERING CONSTRUCTION ToSTING AND INSP.CTION )ATE: /--/ ~ - Db lROJECT#' /06""'CJ:5 /6.~ 'ROJECT: ~/?, C:'//Y' OlJr->-R::.- OCATION: p~ . (RAZAN PROJECT MANAGER. CONTRACTOR.~~~~~ JURISDICTION' e~ PERMIT #. INSPECTOR ~LL U bC'JC- r --..J I WEATHER: ~~S...y--' TEMP: ~ (:'t)JA.J't-"1I!:4C)cDe \J~7t)f'r'Ii?O v;;KIi/py-)(r'~ "Jt../d 7b V5'~b 1.-Ud'r1Tr/.@R EquipmenVAsset Number(s): ) the best of my knowledge. the abOV@ WAS NOT performed in occordance with the a:proved plans. specifications. and regulatory requirements, ~ ~ / uperintendent/Representalive: TechniCian: r : Serving the Western United States 150/ /"/fld R'PQrl do. Re.I,!Il~lon I Err.cllve D.I. 512~I05 TL",.. ......;..... 'v. ".. ......, /,1 H' ".1"... ......,..... " ........... ......1 ("r- 1\.... ,.....,.I'i".",. II~" ntrh.. 11{""1f ""h.~ IT'hnl' 1'n'V t11" .... r..nTiUhll',.tI III fin\! tnnn$tl wllhnn( Ih,. ",nil!",. I~NII'I~~l.On or tho t..lu:lnl ;md KrtlZ~f1 &. Ae;ociJl((:.H @~-13-'06 09:01 FHOM-KHAZAN & ASSOCIATES 360-598-2127 T-291 P003!005 F-001 PILE DRIVING RECORD ~LL Ut;~L~/U l DATE / -- /'2. .---CJ~, HAMMER: MAKE AND ,.,ODEllA 1A.("O,v.t:C -1 /I,K' ~A1el) ENERGV /56t!'t.' ,crAB':;' 60 WEIGH'r OF RAM -l{-.5""Ot!J(j JO B NO. IOC-- 65/b'l- A'1JDeK; D 4J ()-r 4". c.c- P I LEN 0 . TC) '$'''''''''' J r;:.1, I'~rry ~Oc.K PILE; TYPE ~~ '-) /;L TIP OIA.-L-li'tI. BUTT OlA.~II'\I. LENGTH~FT.~--.IN. WEIGI-H ~ FIELD REP. SITE BLOWS PErt MIN. PENETRATION: /;? '-=--I. ''? ELEV. OF GROUNO L:) .2,0 ~.33 LEIIIGTH. CUT.OFf TO TIP 0-; RE.MARKS" fl.<..rt (AJ1:tIUJf: 11v-rV CUT-OFF ELEV.-: STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: PENETRATION _ WEIGHT LB. DESCRIPTIO'" ELIEV. OF TIP......-..... ;/,4(; /J 7f:() IhLe tB~ ~~ /0:84 FI"IISH DRI\fU\IG JIJ ..' ~? 7 g~UVI"'G 'tIME ....5 TIME: START DRIVING' FT. ~ - -, 30 45 eo 75 0 ~) , 16 31 ",If 46 61 715 '1 tali "'J 2 17 32 &V 47 .,,::) 62 77 92 '07 -=:-- ~ '\ ~ . 108 3 18 33 48 63 78 93 J/ III 19 34 49 {'O 'i!G 78 ,. 109 --::J /J . S 20 3S SO (/ ~ I 65 80 95 110 "''20 I l;l 21 36 51 C/O 1Ij6 81 86 111 I I 7 22 37 52 67 82 97 112 ! I II 23 38 53 68 83 9D 113 i i 9 24 39 54 69 B. 99 114 i 10 25 40 S5 70 116 HIO "5 " 26 41 / 56 '71 86 lDl '16 , I 12 27 42 I 57 72 81 102 '17 , 13 28 43 S8 73 8$ 103 " 8 n 14 29 44 59 74 89 '04 "9 , 15 ...1/ ~D ,J" 45 , 60 75 90 - . MANDREL. FOLLOW~R: DESCRIPTION. LENGTH. WEIGHT. IF lISED SHeET_OF~ . " ,Q~-13-'06 09:01 FROM-KRAZAN & ASSOCIATES f!i!fVO~~ ;~~ 0- /l PILE NO. ~ rr1, 0ffy ~(1CK PILE: Tvpe p~ TIP DIA,--'2-IN. BIJTT DIA. / ;>-1",. /' CJ :::J.r1.....A") LENGTH 0.::: FT._~IN. WEIGHT~. 360-598-2127 T-291 P004/005 F-001 JO B NO. 10&.- Cb:5'/ t: 'I- PILE DRIVING RECORD IpILL Ut;'dL~/U I' DATE $/'-(:;2, '-06' HAMMER: MAKE AIIII) MODH IA Jht:iJt'...) .D 4 /If'1f /. .r ....-w"l", .i-'>~ A ~ iC.' RATED eNERGV ,<,"Jc..;;;V"u ~, ~..:;) 60 WEIGHt Qf RAM .t:C~() SITe FIELD REP. PENETRATION: I?! Eli". OF GROU~D ..- /4- ~3 E L E". 0 F TIP ---. ......-. 3 7 <.-- ,..../ UNG'rH. CUT.Olif '1"0 TIP ~5.5 REMARKS" PIi...6 : UPtfYAfJI //UTtJ CUT.OFF EL.EV. PENETRATION BLOWS peR Mli\l. STROKE: RATED I\IlEAS. DRIVING CAP. ANVil, HELMET. ETC.: WEIGHT 1..8. DijESCR IPTlON I/l1c~.D J;;</ L/tJ4!? Jf3y J{),' '? ~ "I'IIVlE: START C:UlIVING __ ~ t. FINISH DRIVU\IG /tJ.' :~ .~~ B OfUVU\lG ,.IME I':~T'~ ~ o 30 60 75 0 , J I 1 16 I 106 I 31 46 Ell 7 Iii " J 17 ... 107 I 2 32 47 62 77 92 'J 3 # ;-- . 108 i 18 33 48 63 78 93 -:2 I 4 19 ...., 84 109 I 34 49 64 79 L- ! .... ~ , 5 20 36 SO 65 80 95 110 /' 6 21 3& 51 (0 tllil 8' 8& "1 ~ 7 22 37 5~ 0 67 82 87 112 IJ'\ 8 23 38 53 I - 68 83 8$ 113 : Vv 9 24 39 S4 IV 69 84 99 1,. Art - 't?// 10 25 40 55 IV 70 86 100 11S " 26 41 58 71 86 101 116 { 12 27 42 I 57 72 87 102 117 i \ 118 I 13 28 43 58 73 88 103 , : '4 29 44 59 74 89 104 11$ 15 ...// 3D ~ 4~60 7S 90 -- Q MA.NDREI.. FOLLoweR: OESCRIPTION. LENGTH. WEIGHT. IF USED s...eET_OF~ PREPARED 1/13/06, 11'17 27 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR, JAMES L LIERLY PAGE DATE 7 1/13/06 ADDRESS TENANT, NBR. CONTRACTOR OWNER PARCEL . . APPL NUMBER. 533 VASHON AVE WILLIAM KILDALL CLEAVER & SON'S WILLIAM ROSS KILDALL, TRUSTEE 06-30-10-5-0-0640-0000- 05-00001174 RES REMODEL SUBDIV PHONE PHONE (360) 452-3899 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BAIR 01 12/13/05 12/14/05 JLL DA BUILDING AIR SEAL 12/12/2005 12.19 PM PBARTHOL --------------------------- 12/14/2005 09,17 AM PBARTHOL --------------------------- BUILDING FRAMING 12/12/2005 12 19 PM PBARTHOL --------------------------- b111 452-6387 12/14/2005 09 17 AM PBARTHOL --------------------------- BUILDING AIR SEAL TIME 17.00 12/14/2005 09 18 AM PBARTHOL --------------------------- 12/14/2005 04 49 PM JLIERLY ---------------------------- BUILDING INSULATION 12/15/2005 02,35 PM PBARTHOL --------------------------- BILL 452-6387 12/16/2005 04 33 PM PBARTHOL --------------------------- BUILDING FOUNDATION FOOTING TIME, 17 00 01/09/2006 12 13 PM PBARTHOL --------------------------- 01/10/2006 04 47 PM JLIERLY ---------------------------- part1al 1nspect1on BLl 02 1/13/06 JLL BUILDING FOUNDATION FOOTING TIME 13 00 --------~~~~---~---::~~::~::::::::~::D~ AD~~~~A~-~~~~~-~~~~~~~~;~--------- to N"~ond6:u;~~;;;(wqW BL3 12/13/05 12/14/05 JLL AP 01 BAIR 02 12/14/05 12/14/05 JLL AP BLI 12/16/05 12/16/05 JLL AP 01 BL1 1/10/06 1/10/06 JLL AP 01 aIL . " 'I ,01,-13-' 06 09: 01 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-291 P005/005 F-001 2~ A:r PILE NO. _ r~1, () /-ry bite K' PILE; TYPE -TL-~~ , /:J- TIP DIA.2-IN. BUTT DIA._IN. /' ~ D/1_.-'l) LENGTH~ FT.__IN. VVEIGIiT~. PILE DRIVING RECORD FIELD REP. ~L~ U(yt7LrN l _ DATE ~/-/~--OC. HAMMER: MAKE AND MOOEL IA JAr'/}N.it'.:;. 11(1ff ~ATeD ENERGY /$~l' ;!-f~B.,$ Go WEIGHT OF RAIl/I '~~(J JO B NO. IUC"- 66/ b rt- SITE BLOWS PlEA MIN. PENETRATION: /4- ELEV. OF GROUM,D .~/,:s- /1, ~ PENETRATION _ ~ -....J , 3 /'" - L-- ELEV. OF TIP ,- ~ v LENGTN. e"'-OF~ .0 ... '~~ R EMAR KSo (jl/'-ft., ?j}P:;~ __I(t) CVT.OFF ELEV. STROKE: RATED MeAS. DRIVING CAP, ANVIL. HELMET, Ere.: I/\/&IGHT LB. DESCR 'PTION , 1tJf?~'-Pt?lLu~d /WI-Ie /5"/ TIME: START DRIVING 91~/; FINISH ORIVII\IG C).r 14 DRIVING 'rIME ~~ . FT.I B"O~S (IFT~r-;-Lo~~lr;T~~ BLOWS lIFT.1 B~ , 16 31 46 61 76 9'1 10Ei ~ 17 32 ,iI' 47 ll'" 62 n 92 107 - . 108 3 18 33 48 63 78 93 J 4 19 30 49 I 64 71) 84 109 ''2. 5 20 SO '--" 80 95 110 35 85 -:.., , -, ~ 21 a6 51 86 81 96 111 --. 7 22 37 52 I 67 BZ 97 112 J A"~ a 23 38 63 f I 68 83 98 113 ~-O 9 24 39 54 (/' () 69 84 99 114 / A-., 10 25 40 I 55 '/ 70 8& 100 115 / " 26 4' I 56 71 a6 101 116 , I 12 27 42 51 72 87 102 117 I 13 28 43 58 73 88 103 '118 I I , I 14 29 44~ 59 74 89 104 119 'JJ 15 ,,"1.1 30 .J., 45 60 7~ 90 105 120 . II , MANDREL. FOLLOWER: ,DESCRIPTION. LENGTI... WEIGHT. IF USE':'D SHeET_OF_ FAX TRANSMISSION CITY OF PORT ANGELES, PUBLIC WORKS & UTILITIES DEPARTMENT P.O. Box 1150 Port Angeles, WA 98362 To: Jason KIkuta Fax#: 425-741-3900 Date: January 19, 2006 Pages (including cover): 2 From: Terri Partch Phone No.: 360-417-4811 Fax No.: 360-417-4709 Subject: SpeCIal InspectIOn Reports for pIle dnvmg on the Port Angeles CIty pier F7/r;: Jason, Krazan and AssocIates have sent over one sheet Ill1ssmg from the last set of pIle drivmg reports. Please reVIew and call wIth any questIons. Thank you. Terri Partch C L ty PI Iii' f2- ?t~0ez:.l-. fGlE PWOIOI_07 [RevIsed 7/24/03] JAN-18-2006 13:52 ~. AMERICAN CONSTRUCTION II 425 339 4155 P.01/01 .p PILE DRIVING RECORD r: ... /7. - ..tT :J- PILE NO. Y~NP~~-~.#//'J FIELD SITE P--A" rJ /ry 1?fJr 1<- PI L E: T~ p ~ -r117fi3/'!'1< TIP DIA.2-.I~. IIU'I"T alA. 16N. ~ENGTH~q.T._'-IN. WEIGHT~. PENETRATION: JOB Ne. 'Ob ~5)t6 tl- REP. 13't-~ U6D2- &rv f DATE /-'7.-0G HAMMER: MAkE ANO MOOELI/t....lL./.l1tU tr.1- I\ATED iiNERGV /~'S~Cf!)(');:::::r~ 13S: ~O \.i""m? AIR" at.QWS PER MIN. CUT.OFF ELfV,__ ~-+ 6? -/9 $' .-;2,4 l.l5NGTH, (lUT.OFF TO TIP 4-2 " REMARKS. p/.t..,e; U./d~7 /N7V W~IGH'I" of RAM STROKE: RATED MEAS. ELEV. OF GROUND y DRIVING CAP. ANVIL, HELMET. ETC.: PENeTRATION WEtCiHT H LB, DESCRIPTIOt.l E L ~ v. 0 F 1'IP-: .//.I'?vArtb ~h&? ,,: r f, TtME; STAAT OR IVING: Ie. ~ FINIS'" DRIVING //'4. ~ PIUVI~G TIME 3' FT.1 B~OWS IIPT.~ ~ws 11 FT./l'ILOWS 1 , 16 31 46 61 711 " 106 ., a 17 32 4' 62 7' B2 107 , - 3 18 33 48 83 78 93 1~8 : I 4 19 34 49 64 79 84 109 \ 5 2t'1 35 GO 6& 80 95 , lQ : & 21 ; 38 51 Ini 81 8' 111 ; 7 ZZ 3 52 67 8~ 97 112 -- a z=- : 38 l~ 63 68 83 S8 "3 .J 9 z. 39 #-- 54 lil9 8~ $3 114 'J" 10 26 j 40 {"'" Sli 10 8& 100 115 , ~, " I 26 , .1 ~, ~G " 86 101 11 .. ..<? ..... 12 ~7 .21~ ;-.. 57 7'2 07 102 117 ,~ : ze 43 !ij8 73 88 "03 lHI --~-7" '4 29 : 44 59 74 89 '04 1 1 ~ - HI .... 30 : 4S &0 ii...liiit 9D - , -NlANDAEL. FOLLOWER:. DESCRIPTION. LENGTH. WEIGMT, IF USED SHEET_OF_ TOTAL P.01 ... .r . ,- To: Jason Kikuta Fax#: From: Subject: Jason, 425-741-3900 Terri Partch Phone No.: 360-417-4811 Fax No.: 360-417-4709 FAX TRANSMISSION CITY OF PORT ANGELES, PUBLIC WORKS & UTILITIES DEPARTMENT P.O. Box 1150 Port Angeles, WA 98362 Date: January 17, 2006 Pages (including cover): 20 f?[[~ Special Inspection Reports for pile driving on the Port Angeles city pier Krazan and Associates have sent over the fifth set of pile driving reports. Please reVIew and call with any questIons. Thank you. Tern Partch PW 0101_07 [ReVIsed 7/24/03] G~y p' ~t2.. ,~1-16-/06 09:36 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P001/019 F-020 ---- ~Kr ~~ ~~ azan & ASSOCIATES, INC. Serving the Western United States 181 Poulsbo 20714 State Hwy 305 Ste 3C Poulsbo, WA. 98370 (360) 598-2126 (360) 598-2127 FAX o Woodinville 19501 144U1 Ave NE #F-300 Wocdinville, WA 98072 (425) 485-5519 (425) 485-6837 FAX o Corporate 215 W Dakota Clovis, CA'93612 {559) 348-2200 (559) 348-2201 FAX o Bakel'$field 2205 Ccy Ave Bakersfield, CA 93308 (651) 837-9200 (661) 837-9201 FAX o Southern CA 4221 Brickell st Ontarlc, CA 91761 (909) 974-4400 (909) 974-4022 FAX o San Die90 CA 43218 Business Park Dr Ste 109 Temecula, CA 92590 (951) 1)94-0601 (951) 694-070 1 FAX o Bay Area 545 Parrott St San Jose, CA 95112 (408) 271-2200 (408) 271-2201 FAX - - ~ IMPANY NAME XNO.~\o~' o Auburn 1501 15tn St NW Ste 106 Auburn, WA 98002 (253) 939-2500 (253) 939-2556 FAX DATE o Modesto 448 Mitchell Rd Ste C Modesto, CA.95354 (209) 572-2200 (209) 572-2206 FAX t It ~ ---q,. '....- TELEPHONE NO. OM: -~ 1L ~L r~" If -,.-... ~SSAOE; ~ - Please advise us immediately if you do not receive camp/ere rransmittal . of pages, including transmittal sheet DOriginal will NOT follow DOriginal will follow DRegular Mail DHand Deliver DOvernight Service OOth~r o o o o o URGENT For lnformation only Per your Request Copied to: Please respond by . ~l-lD-'~b ~~:~b rHOM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P002/019 F-020 FIELD REPORT NO: 65728 ~KrazaI1 & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION )ATE: /-./ 3 -- D~ )ROJECT #: / ()tt:~ 6-6'?t ~ )ROJECT: ;.e.4 u/"r Y OCATION: P..-A · , ~RAZAN PROJECT MANAGER Ooe Ie , CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: JZ3/~L L/{~JL~#;"J / WEATHER: Dc.-'9-'~ 'r- TEMP: ~) ?~~rA7V ~ ?U ..5'II~ PdR. jlU6rPIiFt"'..,']-/L'V Dj::= !Y~~ t2RJ// / ~ -- ~ ~ ~,cr:7rJ/~\j_-../?/~. ~.(q.6 ~/t/AAJ _~e l~Mrjjjp^~-r (.5; J::iIffA, ~ ~~ 6JJ"'>.;)I?RL~_ ~~/^-,~ -.!'~ e /i.!-- - 6ent ~A,pi\e5 '5"R~. JfJ/~/ff 1)1f/1///v(' If~ei?'-/RD ~R L-5..,o~G./F/c.- //7) /;::'t:>tf?ft1/2.rl(\~ J :quipment/Asset Number(s): 'he best of my knowledge. the abOVe WAS NOT performed in accordance with the approved plans, speCIfications, and regulaTory requirements h. - J iJ )6ri"tend~ntlRepresentall\l0: Tec mC/an: / J ! ~ ' ~ Serving the Western United States ISO! 1',#1<1 Roj)(Jr, (1M Rdvl',iun I IlItccll\'t DaIC. sn~/~ ......... ....,...........:..... ...p........A..~....... Jl... .......",.., ;,. ...,,..\~.....II fnf rh... f"..,..I,\",v,.. .~.... 1'I,.tv- t'1:....H 1'hu: no,.."" m:\u nnl ... ....nrwvlm""tlln :'IfIU (nnil'll '-"liMn' ,br \l,.'(.Urr. nt'r.nllld,m nflht' l'ht"llIl,nd Kr.'I7o'1n &. ^~"ocl.II~S ~~-~O-'~O ~~:jb rHUM-KHALAN & ASSOCIATES 360-598-2127 T-301 P003!019 F-020 SITE PILE DRIVING RECORD ~L(~ C/I~~L"/0f DATE / -/3--0G HAMMER: MAKE AND MODEL /A iAC/ftJ p.:t /hre RATED er..ERGY /S6tt'r.' P7'A~S 60 WEIGHT OF RAM .J::f.~() JOB NO. /OC^- 6:5') 6?- F~0i)gK PILE NO. i3RAJ ( -2-- FIELD REP. r;..1, r;ffy ~~C- k' PfLE: TYPE J?~ -, /;)... TIP OIA. -L- II". BUTT CIA. _..........._If\I. LENGTH~FT.__IN. WEIGHT~ 8LOWS PER MIN. J..ENGTtI. CUT.OFt: TO TIP REMARKS. PIJ..~ ~l1;tJ-r , PENETRATION: CUT-OFF ELEV.~+ I?? ELEV. OF GROUND ~ 4- ::<4- ELEV. OF TIP ----. --'-~ y 4--(; INrt> STROKE: RATED W1EAS. DRIVING CAP. ANVIL, HELMET, ETC.: PENETRATION _ WEIGHT Le. I) ESCR IP't 10 N VAO-7rlC:..'1) IIrJ~ ~y )y' TIME: START CtRIVING' Jr'(!)~5 FINISH DRIVING /..~O.b DRDVING TIME 3 FT. ~FY.~Y~.iiJt.~ - n 30 45 6D : 9<? 1 16 I 31 .& ""';0 61 '6 91 105 2 " 32 .7 62 77 92 107 3 . 11lJI, 1a 33 48 $3 18 93 . 19 34 49 64 79 84 1D8 6 20 35 50 65 10 .S 110 6 21 36 51 66 " 8f 111. 7 22 I. 37 52 67 82 87 112 8 23 3101 S3 6' 8J 8$ 113 9 24 39 54 69 84 ., ". I 10 2S 40 \V 5S 70 8& 100 115 ''') ... 101 116 11 2& , " 56 7' 86 -. 12 ~7 42 V 57 72 87 102 117 A 13 28 .&3 I 58 73 88 103 118. , ., ...... 14 29 44 I ""- 5~ 74 89 104 11e . I"'"'J..~ 15 I 30 1J" 45 """lj ~o 7S 90 1D5 120 . MANDReL. FOLLOWER: DESCRIPTION, LENCTH, WEICHl'. IF useD Sl-4eeT_OF_ .01-16-'06 09:37 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P004/019 F-020 PENETRATION; PILE DRIVING RECORD s&' LL C,II.2 t:JLI'N l DATE 1- /3--0 Co HAMMER: MAKE. AND MODEL IA iAt"A-J0,t:J:...1- ;?rte RATED ENERGV /S~a P'7'AB5 60 WEIGHT OF RAM '~I'J() JO 8 NO. I o~J,- 6:5"/ b 'I- pr;AJ061;t2. - PILE NO. 8&'A..Jr .J FIELD REP. r,;.1,,,fry ~(iC~ PILE: TYPE ~~ 1'IP DIA.-LIN. BUl'T DIA. / ,;;]-IN. LENGTHbf?FTo_IN. WEIG.n~? SITE BLOINS PEA II/IIN. +1"'8 CUT.OFF ELEV........ ~.e;- ';<' l? '-..?t ?? LJ . t..ENGl"H, CUT.OFI1 TO l''' 1-(; R EMAR KSo f/I...ei:.. ~ W(~rtJ/p' lJ1.,J-m STROK~: RATED IViEAS. ELEV. Of GROU~D DRIVING CAP, ANVIL. HELMET. E're.: PENETRATION "--- WEIGHT L.a. DESCRIPTION ELEV. OF TIP 1,/;-/11"/1 71!:tJ ff?>L.~ ~y 12 I TIME: ST,1l.RT DAIVING l /? FI~fSH DR IVING I..~;( 3 DRIVING TIME S- 'T.~~.~~~ , 30 4!;i 60 '1 0 1 ~ /,'- 1 16 , 31 -' 46 tt;>u e, 76 91 10& ..... 2 17 32 ~ 47 62 77 82 107 : ~) 3 18 ! oJ . 108 33 48 63 7. 93 ~ ." 19 34 -../ 49 154 78 84 109 '"'J 6 20 35 "V 50 6$ 80 95 "0 -? 6 21 , 36 -...J 51 6G ., 86 '" "":) 7 22 37 \.../ S2 G7 82 97 "a ,.-' 8 23 38 v 53 68 83 ge 113 ; A- S 24 38 , 54 6' 84 99 114 .d.... 10 25 40 55 70 8S 100 "6 L" " 26 41 vi 56 71 86 10' 1 16 A 12 27 42 7 51 ')2 87 102 117 Y 13 28 43 -J 58 73 81 103 118 : J.!'" ,- 14 29 44 ~ 59 74 89 104 119 , .-.., - 15 ..1/ 30 ,J, ~60 iiiiiiiiIi 80 HI5 120 .. MA.NDReL. FOL LOWER; DESCRIPTION, LENGTH. WEIGHT. IF uSED 5HE~T_OF_ ~1-16-'06 09:37 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P005/019 F-020 SITE PILE DRIVING RECORD ~Ll_ [.,1t?"L~/01 DATE 1- 1'3 - D.c .t:C f'1 YJ HAMMER: MAKE AND MODEL LA iAr.'/fAJ -1-. rrftte RATED ENERGY ("$~~,;--r LB.,5 60 WEIGHT OF RAM ~() JO 8 I'll o. IUC"- 65/b~ rl?/UoreK. PILE NO~T If;;;- .7.;.1. (}/rl/ ~(tC K PILE: TVPE p~ ~ ):J- TIP DIA.~IN. BUTT DIA._IN. LENGTH~FT._IN. W~IGHT~ FIELD REP. PLOWS PEA MIN. PENETRATION: +111 -~ -;A 7 --~ 9 LENGTH, CUT.OFr, TO TIP ~ 7 R EM ARKS <<I f /I..f!. . LOlPJ.\. I f I ^ f'Tb CUT.OFF IlLEv. __ STROKE: RATED MiAS. ELEV. OF GROlJ~D DRIVING CAP, ANVIL. HELMET. ETC.: PENeTRA"tION WEIGHT LB. D&5CR IPTIOII.I IilEV. OF TIP_ (/4t" ArreA) !l-rJt-lfi&... IJ;'/ 1/~ I ~' C) '1 FINIS'" DRIVING .I: I 3 DRIVING TIME 5 TIME; START DRiViNG FT. ~ 30 45 60 '1 105 : -,--, , 1& : W ~c:........ 16 91 106 " 46 61 : I /l/l ;l: 11 32 ( 47 T 6Z '77 9~ 107 J 3 18 ( I 108 33 48 63 78 13 I 4 'S 34 l os &4 78 84 109 ) 5 ZO ,,~ 35 I 50 85 80 9!j "0 I G 21 : I .6 I" 36 51 66 81 """ 7 22 37 ..--- 8' U S1 ,,2 52 J ....., I ~ 113 B Z3 38 53 88 83 98 "2 9 Z4 39 "-" 54 .9 84 99 114 I : ~ , .4.- 10 25 40 5S 10 8& 100 116 ~ 11 26 ., ...:. 56 71 86 101 116 --::iJ) 12 27 42 '"' 57 72 81 102 117 ~ 13 28 .:s V $8 7;'j 88 103 118 I - ,4 29 44 '" 59 7. 89 100 119 4-.-. ,5 ...11 30 I'tU 45 1\./ 60 75 90 ~ . MANDREL.I"OllOWER. DnCR'PT'ON. LENGTH. WEIGHT. IF USED SHEET _ OF---:... 11J. - J.b- 0 l!Ib l!I~: 'jOt FHOM-KRl\Zl\N & l\SSOCIl\ TES 360-598-2127 T-3~1 P006/019 F-020 PileS! ~nt~A PILE NO. ~ '8' 17:; FIELD REP. SITE r)!.. (~ny ~l.C k"" PILE: TYPE ~ / 7~ I ;;;. TIP DIA.2-IIII. l!UTT DIA.-':'=IN, LENGTHbf'FT._IN. WEtGHTii1B...~ PILE DRIVING RECORD V9LL U(;~L/;J l DATE / -I ::1'-c)~- HAMMER: MAKE AND MOOEL IA iAt"A--AJ:tJ: -+ /lrre ~"TED f:NERG'V /S6t?:'t.~ PTA.B...S 60 WEIGHT OF RAM '~Q() JOB NO. /0&'-- 6:5"1 b </- B~OWS PER 1\1111'\1. PENETRATION: CUT-DFF ELEV._. J 4- ELEV. Qf' GROUND ":'-:2... PEflIETRATION (~ 3 .- ~-, 5'--' ELEV. OF T'P~ ~_ LENGTH, COT-OF!? 'to TIP "-.57 REMARKS" p/.t..&.; (.JJP;v'/ STROKE: hATED MEAS. DRIVING CAP, ANVil, HELMET, EYe.: W.,IGHT LB. DlaSCR'PTlON /R8 ._,D~(L~t!!:-D I"/el c€ 16--'/ / /1J 77:) '? \,.. .A TIME: START DRIVI,.G IJ ...~"-1- FINISH DRIVING ;:? ~ :2.. ~ ORaV'NG 'rllVlt: <?-, WS lIFT,IG~ I , '6 s, 4& " 71 91 laG 2 17 32 47 62 77 92 107 3 18 33 48 63 '18 93 108 4 '9 ..../ 34 "ll( 'J... '-J ~ ~ / 'C). 50 &5 80 85 110 49 64 71 .. 109 5 20' 35 6 21 3& 51 86 ., 86 111 7 2~ 37 52 67 82 97 112 9 24 I I 1 /J 38 f f 5~ ~-....., 3S '-" ....- 54 68 83 88 1'3 8 23 69 84 89 '14 '0 25 40 55 70 8~ 100 115 11 26 41 56 71 8e 101 "6 u 2'1 42 57 72 81 1D~ 117 13 28 43 58 73 88 103 118 14 29 .. 59 74 8~ 104 119 15 .. 1/ sa AI,., 45 60 3S -- 90 105 120 -MANDREL. FOLLowe~: . DESCRIPTION, LENGTH. WEIGHT, IF USED 8HEET~OF_ ~l-lb-'~b ~~:~~ fHOM-KRAZAN & ASSOCIATES 360-598-2127 -T~301 P007/019 F-020 FIELD REPORT NO: 65727 .....~v_ ~'=;.I'-l. azan. & Ass 0 cia t e S I I r1 t . GEOTECHNICAL ENGlNEEAlNC; · ENVI~ONHeNT"'L ENGINEERING CON$TP.VCTION TeSTING AND INSPECTION DATE: 1--/1-0 S- PROJECT#; IOC.- eJ fr/64... PROJECT: p-jt:I. C...t'-r"-/ ~J()(,!~ _OCATION: F!.Il ~ . <RAZAN PROJECT MANAGER: CONTRACTOR: ~/7)~/~ JURISDICTION: /7 . PERMIT #; INSPECTOR: r.Z?,L!,L... U6 tJL- t-..J I WEATHER: C)~ -;;- TEMP: C>~J t...<" /, e ~ ~ ~A/ F~A~~ ;::::tJe 1/lJ~f!'or~~"j t')/.:z ;fJ/.L.~ {:)IfIVpJ(;~. ~r?/4R.5 L .t.Jd!1f' P- ; I'i p A..)"'- ::) B ~ L:?n IJ"f' 4- ~O -r~ ;01J./JE6~ ~~/9~ ~ ..-- / / . ~ / . SR~ p/Li!. i),fIUJ'tJc.~ 1'f1.?'c:&.J€I") P8,R L5';PPC;~'F/C-...; /AJ~tJR m4771Ju....J. :quipmenVAsset Number(s): the best of my knowledge. the aboV~AS NOT performed In accordonce with the approved plans. specifications. and regulatOly requirements T...n;c~~U}jr ~ IJ)~ Serving the Western United States )erlntendent/Representatlve: / SOl F..1tI R.p.n do< ~\o'eiQl\ I llffecllv< OAW 5/25/05 'ft.,. ~nrn"'l\lnlfll~ nrc""._lcotl (II" '''I''C. "'0011 h. I'll'ttMyt".d (IU IhC" l"l(rhl<':lv"'II~"'l1llhl' ("'hem Thu: reMn n'~v hnl no ~nmrluc~d 1Il1l.nv fam'Utt \Ylthoul the wnUtlJl Dtrnllt~lOn Oflh$ clit(\! o\l.d Kta2:N\ &, A~SlXil:tICS ~~-~o- ~o ~~:6~ rHUM-KHAZAN & ASSOCIATES 360-598-2127 T-301 P008/019 F-020 qj?", tf ~. PILE N LJ. ,0 FIELD REP. SITE '" .;.1, ~/7Y ~"c.k' PILE: TYPE ,p/fl.~ '"'") /~ TIP DIA.~IN. BUTT DIA.~IN. LENGTH~r;i.__IN. WEIGHT~ PILE DRIVING RECORD $2StLL UC;tJLIN f DATE 1-/4- -- Ok.:> HAMMER: MAKE AND MODEL lA';A('/fI\J .t;C..J. R(1ff: RATED ENERGY /SCtt'O pr4B..S 60 WEIGHT OF RAM '~'5])(0() JO B NO. IUC~- 6~/b~ B LOWIll PER MIN. PENETRATION: CUT-OFF ELiV. ~ /4- ELEV. OF GROUN.D' -+;2. .", ..- PENEl"RATION _ d ,~ 'J .-? ELEV. OF TIP_ .- ~ ,'J LENGTH, CUT'OfF TO TIP .3 "7 REMARKS. fll.....~~ LiJ~1l.!)?'" IIVtO STROKE: RATl':b MEAS. DRIVING CAP, ANVIL. HELMET, ETC.: WEIGHT LB. DiSCOIIIPTJOI\l Plf~~ Pf?/c,/B,D 1-1(# '-tf?-~ 61 ...s-' , TIME: START ORI\llt.,;L2~'" ~75 FINISH DR 1\lING /~'o3 DRIVIMG TIME ,~ 30 .5 80 75 0 105 ; '"2, , t6 31 ........., 46 61 76 91 10& I A I 2 17 ~II.- 32 ~ .7 6:1 '17 9~ '01 J A _!.- r I 108 3 18 33 48 63 78 83 =-~ Y All " 34 J .9 64 78 84 109 --I- Ie-' 5 20 35 I- SO 65 80 95 "0 -,- ;=,.t 1/ 8 21 36 ro S1 6& .1 ... ", ~::t. -..... 7 22 37 !oJ "" 52 67 U in '12 I---- -+ B 23 --- :... 38 53 68 83 9. 113 ~ -.;., I- 9 24 I- --L.. 39 154 69 84 99 114 ~I""'\ f- 1D 25 ~I 0< 40 55 70 8& 100 116 ~ 1 " ~6 I- 4' 56 71 8& 101 116 , 12 , 27 42 57 72 87 102 117 ~ ~ r.r- 13' 28 - 43 58 13 88 10~ "8 - '7 ,- ''II 29 - -V 44 59 74 89 '04 "9 - ~ ~30 - . MANDREL. FOLLOWER: DESCRIPTION. LEIIIQTH. WE:IGH"'. IF useD SHEET _ OF---"- ~l-lb-'~b ~~:~~ rHOM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P009/019 F-020 PILE NO. r$jvD~_ 8 ~71-J-r t:r!4- FIELD REP. j:;..1. (~/-ry ~ltC K" TVPE f7~ ...., /~ TIP OIA. -L-It./. BUTT O'A. -'-::-11'01. LENGTH h"FT.__IN. WEIGHT ~ PILE DRIVING RECORD ~/LL L./t2~LfN l . DATE /---/4- -CJ,{; .t:c ~ .YJ HAMMER: MAKE AND MODEL IA .IArA-;0 -I- nfte RAnD ENERGV /$~O PT.l..B.5 60 WEIGHT OF R-.M '~00 JOB NO. /u6'.- 6~/b1- SITE PILE: BLOWS PER \lIItN. PENETRATION: CUT-OFf eLEV._. T /if' -/.:< ELEV. OF C;ROU"f,D ~ 17 ELEV. OF TIP . -=- ~3 C LENGTH. ClJT'OF~ TO TIP 4;?(.t1 REM ARK SO PI Z r:!f 1.0 i~f,u ..,- J /L:J--rt) STROKE: R,ATI:D l\IIEAS. DR IVING CAP. ANVIL. HELMET, ETC.: PE;"ETAATlON WEIGHT LB. OEseR IPTION I //I-cAre.. .0 l-hl..~ ~y JO! , .0;0< TIME: START DAIVING a...: '-' FINISH DRIVING 2? .r d (? DR 8VING T'ME .~ -..::5 FT'~LOWS PT. BLO~S FT~llFT.J aLow$-ffF~_T. BLOWS FT. 8LOWS FT. BLOWS 'l _75 90 : ..., .-, 1 16 31 1 46 0"\ (61 76 91 106 ..,. .-"") J'~ 47 '<7'.J 82 ,::::2. 48 -:J~' 63 2 17 3t " 82 107 3 I . 78 u 10B 18 313 . 19 34 49 64 79 84 109 5 20 35 so && 80 85 110 6 21 :!IG 51 66 81 88 1'1, 7 22 37 52 67 82 9' '14Z B 23 38 53 68 83 88 113 9 24 s, 54 69 84 89 114 '10 25 4<<:1 S5 70 81i 100 115 11 26 4 56 71 86 101 116 12 21 42 _f 57 72 87 102 117 13 28 43 .,.. 58 73 88 103 118 14 29 4. 59 74 '9 104 119 1~ ~I 30.' ..~.o_ MAfIIDFUU... FOLLOVVEFI: DESCRIPTION. LENGTH. WEIG.,.T. IF uS Eel SHEIET_OF_ ~l-lb-'~b ~9:39 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P010/019 f-020 rhJD2~ PILE DRIVING RECORD Joe NO. 5uN,7 ,-5' B FIELD REP. )Z5tLi- CIt':J~L~AJ l rJ:.1. tiny ~(tc.~ DATE /'-L~'-Ob . .It: PILE: ....V...E p~ HAMMER: M-'tc;E -'NO MODEL iA IAt'/fAJ :.:;. /lIre TIP DIA.2-I~. BUTT OIA. / ;?-IN. RATED ENERGY /56tOr.' PTJ!...B S' LENGT"'~FT.__lI", WEIGtfT~? BLOlftlS PER MIN. 60 PENETRATION: WEIGHT OF A-'M J7-~() /0&)- 65/t:1- PilE NO. SITE 18 ELEV. OF GROUND --" 14- ~3 ELEV. OF TI'_. .--~ '7 LENGTH. CU.....OFIF TO TIP SS REMARKS" p/(,'l. :(.,t.J~7" I 'un) CUT-OFF ELEV._ STttOKE: AATED MiAS. ORIVING CAP, ANVil, HELMET, ETC.: PEi"'ETFI ATIO~ WEIGHT LB. OESCR IPTIOI\I 1/,4GA~4.? # t) L..I--Z . ,~ y 75 TIME: START DRIVING 7.~ ff,-? FINISH DRIVING i?:O( bRAVING TIME '"~ - 30 45 60 5 \ 1 16 , 31 46 61 76 91 106 2 17 32 l' 49 V 62 77 SZ 107 3 18 78 . 93 108 3G 48 63 : - 4 19 3. .9 t?-- 64 79 9. 108 ""2 . ---.r 5 20 3S 50 65 80 95 110 --J 6 21 36 S1 " 66 .1 86 111 JA 'I 22 37 52 ,- 67 82 97 112 '1 --i. 8 23 38 53 ' ...., 88 83 88 1'3 " f\ 8 24 39 54 C7'\ ~ 69 ,. 99 1'4 Ai 10 25 40 55 "T( 70 86 100 '15 11 26 41 56 71 86 101 116 12 27 42 5' 72 87 10Z 117 13 28 43 5' 73 88 103 118 , , 14 29 44 59 74 89 104 119 , 15 ... 1/ 30 tiLl -45 60 75 90 ~ . M~NDAEL. FOLLOWER. DESCIUPTIQN, LENCTH. WI:IGli1'. If' useD SHEET_OF_ .~1-lb-'~6 09:39 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P011/019 F-020 FIELD REPORT NO: 6 5 "72 9 a...iKraz ~--; all & Associates,. Inc. GeOTECHNICAL ENGINeeRING . ENVIRONMENTAL ENGINEEI'IlNG CONSTRUCTION TeSTING ANO INSPECTION DATE: 1- I S- - 0 ~~ PROJECT#: /OI:;J~- CY.s- ~64 'ROJECT: 'l c;, It: . D(lC..I< _OCATJON: ...A <RAZAN PROJECT MANAGER: CONTRACTOR: ~d??~(~~ JURISDICTION: ._ /I. PERMIT #: INSPECTOR: WEATHER: B/LL. ~~O,LrpJ / 80'9'.'5" TEMP: ~ '_-5 1')/\/ ~-5/T~ .PbR PR/I/~;J weR&. //!)0PtP~~//a~J /)/.=- /J/L..,e i);</U/LI G_ .;O/-<U..s ()1JL..~NIN ~/.J..&-S #... :::< .-"8: ..stfft~ pf)~ PIJ.../i!. DRIt///u c;, 1?t1'~;,~z> #/\/ II? s-)P9~/ ~I t"-1 /ltJ~::tJ~y>?Ar/ /)/"0 . 't)()L~/-/ //h.J . ~/"-.d ~~Y'8~.l7- , =quipmentlAsset Number(s): the best of my knowledge, the abO~ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requlremenfs Technician:! 1.... '7\ 'fAr-. ~ <.(-/ Serving the Western United States perinfendent/Represenfalilte: /501 F..Jd k.pu".tluc Ke",',M I E:ffccll\'c O.,t~ 5/25/05 Thp mrhrl~Hth"l~ 1\rl'lVltlM c\n .Ihot r'l'"f')On 10\ 1\(1"1'\.,",,11 tot ,hI" 1'"'1('h_o...vt" ,)~t" fit rnr rllNH 1'hi" n~I'R"ll1 ~~h'l\l .\"1 hf. n"'11(nc1l1rM tn nhV form.,. wilhnUllh~ wnUem hdmll'.:aon Of lilt) thel\t al~d KrA2:AI\ &. AsSOCIJU," v~-~u- ~o ~~:~~ ~~UM-K~ALAN ~ ASSOCIATES 360-598-2127 D() Cf\'1 \ f\l f {( r"" . \ t". "".""v... . ,.....__ T-301 P012/019 F-020 l 1\ 'I /\ I J "T .(_.f'\ \) V\, \. ,.............'1,....................,..... I"'.... ...':.........~...... -- -~... ....." ......,....... f.'" " I~. ...., r f'........ - ",....", ..'.. ...-..... ....-~...rl......... ......... ,...."".....,....._ \.,-......,...,...J ,_.............,... ~"""''-''''''''-:'~~.I''.~....." , ..,.;:::-:.:7.::: ':.:: ;." .~:~.:.:.., :':r;~: ~. :.~ ~ :';~"::;~~.:'::' .". ,:"!,, .~~~:;:~.-:;.~.;:~::::~::.::::::2:.::.:..:.:.: .~::~: ':.: ::::;.".~~-:..:;:,~:~.:--::~. ~.:~:~::-::::.t":~'<;1~j..:.. (\Y-:-" /'~) ~ T","""~'~' ..:~:-:...._../ .,.........."...-_...".."'.....I\.......,~(..- ~ ..........~,-i.... ,.. _ '"' ,t"........"'- oJ ") I ~.... "...:>> /"(~ f ~ <:'1 /'. ~~~..".'<\ ...} l-'~'~---"( ( Of J'~<) I :~"')_. \,..:.-,.~' ~ . $"1. ~ ,..~_.~ \' ~ I I \ ~ " ,I \) ,t \.,~ i - .".~>.~',...,.;) \.; J.-............. ~,.~ /.- 15'-- () ~ /tJ{a..- CJt5/6 q.... /<// u /TY DO&K .~1-16-'06 09:40 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P013/019 F-020 tt:. PILE NO. J;x:v.-f/l-lt'f,,) 2 FIELD REP. rJ-7, (Iffy b(1('./<"'- PILE: TYPE --p.~ I',) TIP OIA.-LI..... BUTT DIA.---==-IN. LENGTH6f?FT.__"\,. WEIGHT~~ PilE DRIVING RECORD ~L(~ (J6('J~~/0l DATE /~ I.~-~-Oc. HAMMER: MAK~ AND MODELJAiAt"'A1V.tr -1. I9lte RATED ENERt3V /$~l') J;::'TABS Go .t::f!-~"/l WEIGHT OF RAM ~,..;'-" JOB NO. 10&'- e>::5/- t: 1- SITE SLOWS PER MIN. PENETRATION: /11 HE". OF GflOUN,D - Ii? '1- ELEV. OF TIP ~ .-. ~ :z.. leNG'TH, eUT-OF~:: to TIP 46 REMARKS" J/,L~ iLN,AJ-r INTi) CUT-OFF ELE". STROKE: RATED MEAS. DRIVING CAP, ANVIL. HELMET, EYe.: PENETRATION _ WEIGHT LB. D~SCRIPT'ON i/ // (;/4 -ret-"";) JltJ ~ ,*-- By I'" TIME: STA~TDR'VING ~~ 6-;; FINISH DAly.I\lG ?;*.:::!;--? DRIVING TIME 3 FT~~FT'~ - o D 45 80 75 90 05 1 16 , 31 4& 61 7& 91 10S 2 17 32 47 62 '17 92 101 78 , 1DB 3 18 33 48 63 13 , 4 HI 34 49 64 78 84 109 5 20 35 50 65 80 9S 110 tiI 21 36 51 && 81 86 111 , 22 37 ~,.. SZ 67 82 97 112 ~ 8 23 38 <=-- 83 98 "3 53 68 : J....... 9 24 39 l~ 54 69 84 99 ,,4 ',,- .A - 10 25 40 ...!)'f- ss 70 8& 100 115 11 26 41 56 71 8& 101 "6 12 27 42 57 72 87 102 117 13 28 43 68 73 88 103 118 '4 29 44 59 '4 88 104 119 15 / :;aD tJ., 46 60 7S 90 ~ ... - -- . MANDR EL. FOLLOWt:Il. DESCRIPTION, LENG nL WE;IGHT, IF LJSED SHeET_OF~ ~~-~O-'~b ~~:q~ f.HUM-KHAZAN & ASSOCIATES 360-598-2127 T-301 P014/019 F-020 filE SITE PILE: u-.- PILE DRIVING RECORD NO. {;tx.plll^! - 6 FIELD REP. ~LL L,1tj>('}Lt'N ( r;;.1. ~~rry ~lfC K DATE !-/$--Ob I --r/. .i:t',Pi 21 (o&J TYPE.f. J~ HAMMER: MAKE AND MODEL IA.lA09N -I- /7 ,"- ,.." / ''1 /.. r- ~ -..,.;:") €." I 'rIP DIA.-L-IN. BUTT D.A. ~IN. RATED &NERGY, q~o p, .4-r.;_";J I LENGTH~FT.~_IN. WeIGHT~ BLOWS PER MIN. 60 I WE/GHT OF RAM -~() JOB NO. /0(;- 6S/C</- PENETRATION; CUT.OFF ELEV._ ELEV. OF GROUND PENETRATION _ I'? -/9 t:: -~4 42 $TROI(I;: RA T~D MEAS. DR IVING CAP, ANVil. HE LMET. ETC.: WEIGH" LB. DESCRIPTIO'" liLEV. 0 F TIP---. l.ENG'rH, CUT-OFIr TO TIP REMARkSe PIL~j {..(.).e/U'r IlL:; TC> t/.r9 C;.4 1" e ,0 ;-./ c'J.4 46 6Y' ~ /J :::J .~. ;-- e-j TIME: START gA/"INCi ~-~2 L O"/"i- FINISH DRIVING 1 or (j 2- ORiV'Il\!G TIME 2J o . 30 45 60 75 105 1 16 i 31 46 61 76 91 106 , 2 n 32 47 e;z 77 92 107 : >> 108 ;J 18 33 48 63 78 93 ; 4 19 34 49 64 79 94 UJ!iI 5 20 35 $0 65 eo- 95 "0 Ei 21 36 , 51 66 81 98 1'1 , 7 22 I ' 37 52 67 82 97 ..,2 I 8 23 38 \J, S3 sa 83 98 113 '-'" 9 24 I 38 ol.. 54 .9 84 99 114 ~ HI 25 40 ...L- 55 70 8& 100 115 .).} 11 28 41 I -.... 56 71 8& 101 116 .A..c? 12 27 42 T{) 5" 72 87 102 117 ; 13 28 ., 58 73 88 103 '16 " 14 251 44 59 74 89 104 119 : 15 . , 30 N, 45 60 75 90 .-- s-.- MANDREL. FOLL.OWER~ DtSCRIPTIQN, LENGTH. WE:ICH'r. /F USED $HEET_OF_ ~l-lb-'~b ~~:4~ FHOM-KHAZAN ~ ASSOCIATES 360-598-2127 T-301 P015/019 F-020 PILE DRIVING RECORD ~ LL C-/t2CJLt'N (' DATE I-/"-s";--OG .:it' "l Jt'J HAMMER: MAKE AND MODELIA iA("A1\) -I- rtf1ft' RATED ENERGY /$~O PTL.B...$ Go '*~1;-'~ WEIGHT OF RAM ~....~ JO B NO. /U(;- 65/bC/- PILE SITE PILE; -rt/J NO ~PI-IIAJ -,-- FIELD . r;q. I'~ ~I t>~'C K TYPE p~~ ...., /;J.. TIP OIA.~ IN. BUTt' CIA. --'::-.111. /!. ~ .D/'}-.-~1 LENGTH~FT.__IN. WIHGf-IT~ REP. BLOWS PER MIN. ""EN ETRA TION: CUT.OFF ELEv._ ;? E1.eV. OF GROU....O - /2? PENETRATIOI\I_ 7 . -~S- <13 STROKE: RA1"~D !Vi E AS. DRIVING CAP. ANVIL, HELMET, ETC.; WEIGHT LB. DIOSe'UI>TtOI\l ELEV. Of TI~ LEI\IGTH. CUT-OFi? TO TIP R EMAR KS41 (fll.. ,Zl tUllIlJ, /J......Frt> L/~t:~T~() II00LtfiJ 6Y ;.?/ I. J. ' q.' 07 FINISH DRIVING Cp.' /0 DRIVING 'lIME a TIME: START DRIViNG 30. 45 60 7S 9D 105 1 16 31 46 61 76 91 106 : ;z 11 32 47 62 71 92 107 3 . 108 18 33 48 63 78 93 . 19 34 49 64 78 84 109 $ 20 35 50 65 80 95 "0 s 21 36 51 66 81 9S 1" 7 22 37 52 67 82 97 "2 , 8 23 I 38 53 68 83 98 113 9 24 39 ~ ~ 54 1i9 84 99 114 .--. 10 25 4D ~ 5S 10 8& 100 115 /' " 28 41 ~j 56 " 86 101 116 .- 12 27 42 =-<.U 57 72 87 102 117 t""J_ 13 28 43 0;;; 58 13 88 103 118 10 29 .4 SS 74 89 104 ',9 1S ... / 30 ~ 45 I!O ~. 7S 90 - . . . MANDREL, FOLLOWER. O~SCAIPT'ON. L.ENGTH, WEIGHT. IF USED SHEET_OF_ .01-16-'06 09:40 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P016/019 F-020 PILE SITE PILE: NO.P);~PI-I/IJ '/c'-:3 rJ-.1, t'~ ny {::>(tC K' TYPE 7?~ /~ "tIP DIA.-2-'I\I. BUTT DIA._'N. LENGTH Gf'FT.__.N. WE'GHT~ PILE DRIVING RECORD ~<..L Cl(;;?JL//U l DATE /,-IS--OG HAMMER: lVlAKI: AND MooeLl.AiJ..~l.tC -1 I1rft: RATED EN~AG'" /..5~a t-""""r-t..B...5 60 WEIGHT OF RAM '~OCJ JOB NO. I C,;&'~- 6~1 b <l- FIELD REP. !is LOWS PER MII"_ PENETRATION: '-I-- I g ELEV. OF GROUND ..- Ii? ~7 -'^ S- LENGTH. CUT-Olif TO TIP 4:3 ..- A EMAR KSo .pI J.....e,. l.J..7~/lf( I NrO CUT.OFF ELEV._ S'rflOICIl:: RA'tED IV! EAS. DAIVING CAP. ANVIL. HELMET, ETC.: PE;NfaTAATION WE IG HT &.8. oeseR IPT'OM ELISV. OF TIP f/;.qc;,,';,l-r~J Hc?,t-,~. c.8y ~~ TIME: START gAIVING q: 3-S- FII\IISH DIUVllUG q.'3'P DR'VING TIM\; c o o 30 5 60 7S 0 1 16 3' 46 &1 76 91 106 2 n 32 47 82 77 82 107 J 3 r . 108 18 33 48 63 78 13 I iii " 3& .9 64 79 84 109 5 20 3S SO 65 eo 95 "0 6 21 31i , 51 Iii " 86 ,,, 7 22 37 52 67 82 97 'I'l2 8 23 If 83 98 113 38 53 68 I I 9 24 I :'i8 I S4 6$ 8" 99 114 .......... 10 25 40 '""'- 55 70 81 100 ',6 ~ 11 26 41 V 5& 71 86 '01 116 .- .... 12 27 42 ~ "" 57 '-2 87 102 117 A A 13 28 "3 T T 58 73 88 103 118 - 14 29 44 S9 74 89 '104 11!!1 , 15 ... 1/ 30 IIU 4S 60 75 $0 ~ 0 iiiiiiiiiiiiiri MANDREl.. FOLLOWER: DESCRIPTION. LENGTI1, WEICHT. IF USED SHEET_OF_ .01-16-'06 09:41 FROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P017/019 F-020 PENETRATION: PILE DRIVING RECORD fYLL Ut;~L/,/\...J t' ,r-' DATE /-,/6 -()6 $"1 HAMMER: MAKE AND MOD.f<L.IA iAt"dN -J. /ltle RA'tEO ENERGV /..::)6t!'t.~ k.fAB S 60 WEIGHT OF RAM '~IJ() JO B NO. /Ub'- 6:5'/ b <l- SITE -.:tt. PILE NO, ..p{)~,P~IIAJ ~ FIELD REP. rJ4. (;/7'1 bt't("~ PILE: 1"VPE -y7~ ,.., I:J- TIP DIA..-L.-IN. aUTT 0IA__IN. LENGT...~FT._Il\I. WEIGHTii5f1~ BLOWS PEfoI MII\I. /'?' ELEV. OF Gf\OU~D -I? PtNETRATION_ ~ ? ELEV. OF TIP ; -..:::<~ LENGTH. CUT-OFf TO TIP 4- ::2.- R EMAR KS. ,f11...4ff. lil~"-- / /\.-'ro . CUT-OFF ELEV._ STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELM~T, ETC.: WeiGHT LB. DeSCR "TION (/#t;/l7~D .. I/JL~ ~7 ~'.. TIME: S'rART DRIVING /.' J q FINIS.... ORIVII\lG /~:2/ OR DV''''G TIME <..J F~ 1 16 31 4& ij1 71 91 106 2 17 n 47 62 77 92 107 :3 18 33 48 63 78 93 108 4 19 34 49 64 79 8. 109 5 20 36 so 6S 80. 95 110 . 6 Z1 3& ~1 66 8' 86 111 7 22 37 ,:l 67 82 97 112 39 ~1 .r) ",,-.. "'7 40 <,../ }Q , II 54 69 84 99 ,,4 8 23 !,it 24 I I 38 53 68 83 98 ,'3 10 25 55 70 86 log "5 11 26 , 41 58 '71 815 101 116 12 27 42 ArfI I ..f- .fQj-' "( 67 72 87 102 1 " 13 28 43 58 73 88 103 118 14 29 44 59 74 89, 104 "9 ~30""1 ... _ "MANDREL. FOLLOWVER. OESCRIPTION, LENCiT.... WEIGHT. IF USED SHEET _ OF_ .01-16-'06 09:41 FROM-K~AZAN & ASSOCIATES 360-598-2127 T-301 P018/019 F-020 PEN ETRA nON: PILE DRIVING RECORD .ilY (.. t...., (,1 t.; ~.JI::"t'/0 (' DATE /-IS-C)6 .t:C '" YJ HAMMER: MAKE ANI;) MODELIA IAr'/JAJ -t /7rte ~A"Et) UdERG'V /S~l~ P7.A.B!? 60 WeiGHT OF RAM .t{:'51:?(oo JOB NO. I U&'~- 6~/bct- SITE !:/.:" /' PILE NO. ~;O#/.....J (0 FIELD REP. J;;:.7. t'} rry ~l.C. k' p,ce, TYPE I~ I ;;L TIP CIA. IN. BUTT DIA._IN. LENGTH~FT.__II\I. WEIGHT~ BLOWS PEft 1\1I11\1. 19 ElEV. OF GROU~t) --I "i1 ~ - ;;.. 4- LENGTH, CUT.OFF TO TIP 4- 2- REMARKSlI fJlLIi (JJ9pl.J'f IN 77:) CUT.OFF ELEV. STROKE: RATED \\/lEAS. DRIVING CAP, ANVIL. HELMET, E're.: PENETRATION _ WiHGMT LB. DESCRIPTION ELev. OF TIP !/ Ar:,,/l-r e-:f.D t/"L&!.. ~y v' ::<~ TIM E; STAR T OR IVING , /.~ ;), 5" FINISH DRIVING l;}' 8" ORIV'NG TIMI! 3 FT. -, ; 0 45 60 75 eo 10 , 18 , lOG 31 46 61 7& 91 , ' -, , ~ 17 , 32 47 62 77 92 107 3 . 18 3;, 48 63 78 13 108 4 '" 34 49 64 79 '4 109 5 20 35 SO 85 80 95 "0 G 21 38 'II' 51 86 81 96 ,,, 7 22 37 52 67 82 97 112 s 23 38 1 53 &8 83 88 113 ,"'2. s 24 39 "'" 54 69 84 99 114 ,2- 10 25 40 I \oJ' SS 70 '5 100 115 ~V " : t::"v 26 41 513 '71 .& 101 116 A.-, : /I -- 12 %7 42 57 7Z 87 102 111 13 2., 4~ 58 73 18 103 118 : u 14 29 44 59 14 09 104 '19 15 ...it 3D NA 45 60 75 90 105 120 - - - . MAND..eL. FOlLOWEA. DESCRIPTION, LENGTtf. WEIGJ.iT, IF USED SHEET_OF_ 01-16-'~6 09:41 fROM-KRAZAN & ASSOCIATES 360-598-2127 T-301 P019/019 F-020 PilE NO. /)l)l../,If/N ft 7 FIELD REP, r.A, c;/.-ry t>OCK PILE: TYPE "f7~ ..., I / :L TIP DIA.~IN. bUTT OIA._IN. LENG'rIi~FT.__II\I. WEIGHT ~~ PILE DRIVING RECORD <6 LL (../t;dLI'IU I , DATE )-/"5':-0(; HAMMER: MAKE AND MODEL /A.JArAN Lt: -1- ~/e RATED ENERGY /5~" P'T;...B~S 60 .t:f!-rrv,..",I(1 WEIGHT Of RAM ~~ JO B NO. IOG'-- 6~/b~ SITE BLOWS PER MIN. PENETRATION: CUT-OFF ELEV. ---..::t-I r ELEV. Of C;ROU~D --/)/ 7 '- J 5"" ELEV. OF TIP: ^... LElIIGTH. CUT-OFf 'to TIP 43 REMARKS. f//A.~; WeNI / /U'Tt> STROKE: RATED MEAS. DRIVING CAP, ANVIL, HELMET, ETC.: PENETRATION _, We:IGHT LB. D ESCR 'PTIOIIt J/~c,//r~// ft~e ~y 2< TIME: START bRIVING4: 13 ItINISH DRIVING 4.'/6 DRIVING TIM~ .3 FT. ., . 0 45 60 75 0 1 16 31 46 &1 76 '1 lOG 2 17 3: 47 62 77 92 107 3 18 33 48 63 78 93 108 4 19 3. 48 54 ,. 8. 108 ~ 20 35 50 &5 80 95 110 1..- I 6 21 36 S1 66 81 95 11' i : I i 7 22 37 52 67 a2 87 112 ! I I 8 23 38 '(f 53 68 8:J 8. 113 I , , I 9 :z. 39 1 54 69 84 99 ,,4 I _J I 10 25 40 c:'- 55 70 86 100 115 I .0 I '1 26 41 f 56 71 'S 101 "6 I 1<:) I 12 27 42 J-1J.. S7 /," 72 87 102 117 I V....,~.. r ~ , I 13 28 43' ....; ...., ./ 58 73 88 103 118 ,- : .. 14 29 44 58 74 89 104 119 I : 15 '" I 30 ru 45 E!O 75 90 'iIiiIiiiiiiiiii . - . , MANDREL, FOLLOWER. DESCRIPTlOlll. LENGTH. WeiGHT, IF USED S"'EET_OF~ I i I Permit #05-378 City of Port Angeles City Pier 315 N. Lincoln Pier Repair 3-18 I I I I I I I I I I I I I I I I I I I PROJECT MANUAL for PORT ANGELES MUNICIPAL PIER REPAIR PROJECT NO. 03-18 CITY OF PORT ANGELES WASHINGTON AUGUST 2005 GLENN A. CUTLER, P.E., DIRECTOR OF PUBLIC WORKS & UTILITIES GARY W. KENWORTHY, P.E., DEPUTY DIRECTOR OF ENGINEERING SERVICES Prepared by: Project Engineer Reviewed by: Reviewed by: Deputy Director City Attorney PW 0407_01 PartOl [RevIsed 06/25/04] 1- 1 11,,/ \ ' "~ ' I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS PORT ANGELES MUNICIPAL PIER REPAIR PROJECT NO. 03-18 PART I BIDDING REQUIREMENTS: PaCle No(s). Advertisements for Bids.. ................. .......... ...... ............ .......................... ............... .........1-3 I nformation for Bidders................................................................................................. .1-4 Bidder's Checklist......................................................................................................... .1-5 Non-Collusion Affidavit................................................................................................ ..1-6 Bidder's Construction Experience................................................................................. .1-7 List of Proposed Subcontractors.................................................................................. ..1-8 Bid Form......... ...... ................ ........................... ............... .................... ............ ........ 1-9-11 Bid Bond...... .... ................... ......... .......... ................... ....................... .................... ...... 1-12 PART II CONTRACT FORMS SUBMITTED FOLLOWING AWARD OF CONTRACT Contract.......... ..... ................ ...................... ............. .................. ........................ ....... ..11-1-6 Performance and Payment Bond ..... .................... .................. ........................... ......... ..11- 7 Escrow Agreement for Retained Percentage.......... ................. ..................... ...............11- 8 Certificate of I nsu rance..................................................................... [provided by bidder] PART III SPECIFICATIONS, SPECIAL PROVISIONS AND SUBMITTALS ......111-1-22 PART IV ATTACHMENTS A. Washington State Prevailing Wage Rates for Clallam County B. Request For Information (RFI) and Construction Change Order (CCO) Forms C. Contractor's Application for Payment Form O. Environmental Permit(s) . COO Shoreline Permit . WOFW Hydraulic Project Approval . Army Corps Nationwide Permit 3 . Army Corps Specific Project Information Form E. Project Plans (6 pages) PW 0407_01 PartOl [ReVIsed 06/25/04] 1- 2 I ADVERTISEMENT FOR BIDS PORT ANGELES MuN1cIP AL PIER REPAIR PROJECT 03-18 I City of Port Angeles Sealed bids will be received by the Director of Public Works & Utilities at 321 East Fifth Street, P. O. Box 1150, Port Angeles, Washington 98362, until 2:00pm, August 17th, 2005, and not later, and will then and there be opened and publicly read at that time in the Engineering Conference Room for the construction of the following improvements: I I I Replace 18 timber bearing piling, replace 32 timber fender piling and install UHMW pile wrap, replace 81 timber bracing and remove ~nd dispose of a wire rope under the pier. Additional bid alternate work is also included in this project. I I The Design Engineer's estimate for this project is under $500,000. The time of completion (performance period) for this Project is 90 calendar days. Due to ~ecial events planned on the pier, the performance period for this work will not begin until October 10 ,2005. To view detailed plans and specifications (Project Manual), go to www.bxwa.comon the internet, or contact the Builders Exchange of Washington at 425-258-1303. I I Detailed plans and specifications may be obtained from the office of the City Engineer, City of Port Angeles, upon payment of a non-refundable fee of $50.00. Informational copies of maps, plans and specifications are on file for inspection in the office of the City Engineer [Phone 360- 417-4700]. Bidders shall be qualified for the type of work proposed. A Bidder's Construction Experience Form is included in the Project Manual. All bids shall be submitted on the prescribed Bid Forms and in the manner as stated in this advertisement and in the Project Manual and said bids shall be accompanied by a bid deposit m the form of a cashier's check, postal money order, or surety bond to the City of Port Angeles in the amount of five percent (5%) of the total amount of the bid. If a surety bond is used, said bond shall be issued by a surety authorized and registered to issue said bonds in the State of Washington. The bond shall specify the surety's name, address, contact and phone number, and shall include a power of attorney appointing the signatory of the bond as the person authorized to execute it. Should the successful bidder fail to enter into the Contract and furnish satisfactory performance bond within the time stated in the Information for Bidders, the bid deposit shall be forfeited to the City of Port Angeles. Faxed bids and/or surety bonds will not be accepted. Minority and women owned businesses shall be afforded full opportunity to submit bids in response to this invitation, shall not be discriminated against on the grounds of gender, race, color, age, national origin or handicap in consideration of an award of any contract or subcontract, and shall be actively solicited for participation in this project by direct mailing of the invitation to bid to such businesses as have contacted the City for such notification. Further, all bidders are directed to solicit and consider minority and women owned businesses as potential subcontractors and material suppliers for this project. I I I I I I I The City of Port Angeles reserves the right to accept the bid- that is in the best interest of the City, to postpone the acceptance of bids and the award of the Contract for a period not to exceed sixty (60) days, or to reject any and all bids. If all bids are rejected, the City may elect to re-advertise for bids. Subject to the foregoing, the contract will be awarded to the lowest responsible bidder. Bids must be submitted in a sealed envelope with the outside clearly marked with the bid opening date and time, the project name and number as it appears in this advertisement and the name and address of the bidder. BIds shall be addressed to the Director of Public Works & Utihties, City of Port Angeles, 321 East Fifth Street, P. O. Box 1150, Port Angeles, Washington 98362. I When awarded the Contract, the successful bidder shall promptly execute the Contract and shall furnish a bond offaithful performance of the Contract in the full amount of the Contract price. Glenn A. Cutler, P.E. Director of Public Works & Utilities I I I I I I I I I I I I I I I I I I I I I INFORMATION FOR BIDDERS Sealed bids will be received by the City of Port Angeles (herein called "Owner"), at 321 East Fifth Street, Port Angeles, Washington 98362, until the time and date as stated in the ADVERTISEMENT FOR BIDS or as amended through addendum, and then at said office publicly opened and read aloud. Each bid shall be received by the Owner in the manner set forth in the ADVERTISEMENT FOR BIDS. Each bid must be submitted in a sealed envelope, so marked as to indicate its contents without being opened, and addressed in conformance with the instructions of the ADVERTISEMENT FOR BIDS. Each bid shall be submitted on the required bid form contained in Part I of the Project Manual. All blank spaces for bid prices must be filled in, in ink or typewritten, and the Bid Form must be fully completed and executed when submitted. Only one copy of the Bid Form is required. In addition, all other forms included in Part I shall be filled out and completed, including any addendum(s), and enclosed in a sealed envelope endorsed with the name of the work. Each bid shall be accompanied by a bid deposit in the form of a cashier's check, postal money order, or surety bond to the City of Port Angeles for a sum of not less than 5% of the amount of the bid, and no bid will be considered unless accompanied by such bid deposit. The Owner may waive any informalities or minor defects or reject any and all bids. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder will be permitted to withdraw its bid between the closing time for receipt of bids and execution of the Contract, unless the award is delayed for a period exceeding sixty (60) calendar days. A conditional or qualified bid will not be accepted. The City of Port Angeles reserves the right to accept the bid that is in the best interest of the City, to postpone the acceptance of bids and the award of the Contract for a period not to exceed sixty (60) days, or to reject any and all bids. If all bids are rejected, the City may elect to re-advertise for bids. Subject to the foregoing, the contract will be awarded to the lowest responsible bidder. Work that does not interfere with special events or operations on the pier may begin within ten (10) calendar days after notice to proceed from the Director of Public Works & Utilities. All other work will begin on or after October 10th, 2005. The work shall be completed within the time as stated in the Advertisement for bids. The Owner may make such investigations as it deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid, if the evidence submitted by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. The party to whom the Contract is awarded will be required to execute the Contract and obtain the Performance and Payment Bond within ten (10) calendar days from the date the notice of award is delivered to the bidder. Such bond(s) shall be on the form provided by the Owner, specify the name, contact phone, and address of the surety, and shall include a power of attorney appointing the signatory of the bond(s) as the person authorized to execute it (them). The notice of award will be accompanied by the necessary Contract and bond forms. In case of failure of the bidder to execute the Contract, the Owner may, at its option, consider the bidder in default, in which case the bid deposit accompanying the bid shall become the property of the Owner. The Owner, within ten (10) calendar days of receipt of the acceptable Performance and Payment Bond and the Contract signed by the party to whom the Contract was awarded, will sign the Contract and return to such party an executed duplicate of the Contract. Should the Owner not execute the Contract within such period, the bidder may, by written notice, withdraw its signed Contract. Such notice of withdrawal will be effective upon receipt of the notice by the Owner. The notice to proceed will be issued within ten (10) calendar days of the execution of the Contract by the Owner. After the notice to proceed is issued, the Contractor may begin work that does not interfere with pier special events or operations. However, all other work will begin on or after October 10th, 2005. The 90 calendar day performance period will begin on October 10th, 2005. Should there be reasons why the notice to proceed cannot be issued within such period, the time may be extended by mutual agreement between the Owner and Contractor. If the notice to proceed has not been issued within the ten (10) calendar day period or within the period mutually agreed upon, the Contractor may terminate the Contract without further liability on the part of either party. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the Contract throughout. PW 0407_01 PartO 1 [ReVIsed 06/25/04] I - 4 I I I I I I I I I I I I I I I I I I I BIDDER'S CHECKLIST 1. Has a bid deposit in the form of a surety bond in the proper form, postal money order, or cashier's check been enclosed with your bid? 2. Is the amount of the bid deposit at least five percent (5%) of the total amount of the bid? 3. Have the bid forms been properly signed? 4. Have you bid on all items? 5. Has the non-collusion affidavit been properly executed? 6. Have you shown your contractor's state license number on the bid form? 7. Have you listed all Subcontractors that you will use for the project? 8. Have you filled out the bidder's construction experience form? The foJ/owing forms are to be executed after the Contract is awarded: A. Contract - To be executed by the successful bidder and the City. B. Performance bond - To be executed on the form provided by Owner, by the successful bidder and its surety company. To include name. contact and phone number. and address of surety and power of attorney of siqnatorv. C. Insurance certificate(s). PW 0407_0 I PartO I [ReVIsed 06/25/04] 1- 5 I I I I I I I I I I I I I I I I I I I NON-COLLUSION AFFIDAVIT STATE OF WASHINGTON ) ) COUNTY OF ) The undersigned, being first duly sworn on oath, says that the bid herewith submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any person not therein named; and (s)he further says that the said bidder has not directly or indirectly induced or solicited any bidder on the above work or supplies to put in a sham bid, or any other person or corporation to refrain from bidding, and that said bidder has not in any manner sought by collusion to secure to him/her self an advantage over any other bidder or bidders. Signature of Bidder/Contractor Subscribed and sworn to before me this day of ,20_. Notary Public in and for the State of Washington. Residing at My Comm. Exp.: PW.o407_01 PartOl [ReVIsed 06/25/04J 1- 6 I I I I I I I I I I I I I I I I I I I BIDDER'S CONSTRUCTION EXPERIENCE Answer all questions and provide clear and comprehensive information. 1. Name of bidder: Registration Number: 2. Permanent main office address: 3. When organized: 4. Where incorporated: 5. How many years have you been engaged in the contracting business under your present firm name? 6. * Contracts on hand. (Schedule these, showing gross amount of each contract and the approximate anticipated dates of completion), contact name and phone number. 7. * General character of work performed by your company: 8. * Have you ever failed to complete any work awarded to you? If so, where and why? 9. * Have you ever defaulted on a contract? 10. * List the more important projects recently completed by your company, stating approximate cost for each, the month and year completed, contact name and phone number. 11. * List your major equipment available for this contract: 12. * Experience of bidder in construction similar to this project in work and importance: 13. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the City? * Add separate sheets if necessary. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the City of Port Angeles. Date: Bidder's Signature: Print Name: Title: PW 0407_01 PartOl [RevIsed 06/25/04] 1- 7 I I I I I I I I I I I I I I I I I I I LISTING OF PROPOSED SUBCONTRACTORS Bidder shall list all subcontractors proposed to be used on the project. FAILURE TO LIST SUBCONTRACTORS SHALL BE CONSIDERED TO BE A NON-RESPONSIVE BID. If there are no subcontractors, write "NO SUBCONTRACTORS WILL BE USED". NAME, ADDRESS AND CONTRACTOR'S REGISTRATION NUMBER DESCRIPTION OF WORK SIGNATURE and TITLE PW 0407_0 I PartO I [ReVIsed 06/25/04] 1- 8 I I I I I I I I I I I I I I I I I I I BID FORM (3 pages) Honorable Mayor and City Council Port Angeles City Hall 321 East Fifth Street Port Angeles, W A 98362 BIDDER: REGISTRATION NO.: DATE: UBI NUMBER: The undersigned, hereinafter called the bidder, declares that the only person(s) interested in this bid are those named herein; that the bid is in all respects fair and without fraud; and that it is made without any connection or collusion with any other person making a bid on this project. The bidder further declares that it has carefully examined the plan, specifications, and contract documents, hereinafter referred to as the Project Manual, for the construction of the proposed project improvement(s); that it has personally inspected the site(s); that it has satisfied itself as to the types and quantities of materials, the types of equipment, the conditions of the work involved, including the fact that the description of and the quantities of work and materials, the types of equipment, the conditions of and the work involved as included herein, are brief and are intended only to indicate the general nature of the work and to identify the said quantities with the corresponding requirements of the Project Manual; and that this bid is made in accordance with the provisions and the terms of the Contract included in the Project Manual. The bidder further agrees that it has exercised its own judgment regarding the interpretation of surface information and has utilized all data which it believes is pertinent from the City Engineer, hereinafter also referred to as the City or Owner, and such other source of information as it determined necessary in arriving at its conclusion. The bidder further certifies that the subcontracting firms or businesses submitted on the LISTING OF PROPOSED SUBCONTRACTORS will be awarded subcontracts for the described portions of the work: If the bidder is awarded a construction contract on this bid, the name and address of the surety who will provide the performance bond is: - Surety Agent Surety address Agent Address Surety Contact and Phone Number Agent Contact and Phone Number PW 0407_01 PartOl [Revised 06/25/04] 1- 9 I I I I I I I I I I I I I I I I I I I BASE BID Item Estimated Unit Price Extended No. Description of Item Quantity Units (Fi2ures) Amount 1 Mobilize / Demobilize 1 LS $ $ 2 Remove and Dispose of 18 EA $ $ Timber Bearin~ Piling 3 Remove and Dispose of 81 EA Timber Bracing 4 Remove and Dispose of Wire 1 LS $ $ Rope Furnish and Install New 5 Timber Bearing Piling, 60' 18 EA $ $ Long Furnish and Install New 6 Timber Bracing, 4' x 8' 81 EA $ $ Members 7 Replace Electrical Utility 40 EA $ $ Hangers Bid Subtotal Sales Tax (8.3%) Total Bid ADDITIVE ALTERNATE $ $ $ Item Estimated Unit Price Extended No. Description of Item Quantity Units (Fi2ures) Amount 1 Remove and Dispose of 32 EA $ $ Timber Fender Piling Furnish and Install New 2 Timber Fender Piling, 60' 32 EA $ $ Long Furnish and Install New - 3 Timber UHMW Pile Wrap on 32 EA $ $ Fender Piles Bid Subtotal Sales Tax (8.3%) Total Bid PW 0407_01 PartOl [ReVIsed 06/25/04] 1-10 $ $ $ I I I I I I I I I I I I I I I I I I I ADDENDA ACKNOWLEDGMENT The bidder hereby acknowledges that it has received Addenda No(s). to this Project Manual. The name of the bidder submitting this bid and its business phone number and address, to which address all communications concerned with this bid and with the Contract shall be sent, are listed below. Bidder's firm name Complete address (Street address) (State) (Zip) Telephone No. Signed by Title Printed Name: Notes: (1) If the bidder is a partnership, so state, giving firm name under which business is transacted. (2) If the bidder is a corporation, this bid must be executed by its duly authorized officials. PW 0407_01 PartO 1 [RevIsed 06/25/04) 1-11 I I I I I I I I I I I I I I I I I I I BID BOND FORM Herewith find deposit in the form of a cashier's check, postal money order or Bid Bond in the amount of $ which amount is not less than five (5%) percent of the total bid. SIGN HERE BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, as Principal and as Surety, are held and firmly bound unto the CITY OF PORT ANGELES as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for: PORT ANGELES MUNICIPAL PIER REPAIR PROJECT 03-18 according to the terms of the bid made by the Principal, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the advertisement for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS _ day of ,20_. Principal Surety Agent Surety address Agent Address Surety Contact and Phone Number Agent Contact and Phone Number Dated: Received return of deposit in the sum of $ PW 0407_0 I PartO I [RevIsed 06/25/04] 1-12 I I I I I I I I I I I I I I I I I I I PART II CONTRACT FORMS SUBMITTED FOllOWING AWARD OF CONTRACT PW 407_.04 Part04 [Revised 5/27/04] I I I I I I I I I I I I I I I I I I I PUBLIC WORKS CONTRACT This Contract is made and entered into in duplicate this _ day of by and between the City of Port Angeles, a non-charter code city of the State of Washington, hereinafter referred to as "the City", and a ,hereinafter referred to as "the Contractor". WITNESSETH: Whereas, the City desires to have certain public work performed as hereinafter set forth, requiring specialized skills and other supportive capabilities; and Whereas, the Contractor represents that it is qualified and possesses sufficient skills and the necessary capabilities to perform the services set forth in this Contract. NOW, THEREFORE, in consideration of the terms, conditions, and agreements contained herein, the parties hereto agree as follows: 1. Scope of Work. The Contractor shall do all work and furnish all tools, materials, and equipment in order to accomplish the following project: Port Angeles Municipal Pier Repair, Project Number 03-18 in accordance with and as described in A. this Contract, and B. the Project Manual, which include the attached plans, Specifications, Special Provisions, submittal requirements, attachments, addenda (if any), Bid Form, Performance and Payment Bond, and C. the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Department of Transportation, as may be specifically modified in the attached Specifications and/or Special Provisions, hereinafter referred to as "the standard specifications", and shall perform any alterations in or additions to the work provided under this Contract and every part thereof. The Contractor shall provide and bear the expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this Contract, except as may otherwise be provided in the Proj ect Manual. 2. Time for Performance and Liquidated Damages. A. Time is of the essence in the performance of this Contract and in adhering to the time frames specified herein. The Contractor may commence work that will not interfere with pier special events or operations within ten (10) calendar days after notice to proceed from the City and shall commence all other work on or after October 10th, PW -Q407 _02 part02 [ReVised OS/27ro4] II - 1 I I I I I I I I I I I I I I I I I I I 2005. All work shall be physically completed within 90 calendar days after October 10th, 2005, unless a different time frame is expressly provided in writing by the City. B. If said work is not completed within the time for physical completion, the Contractor may be required at the City's sole discretion to pay to the City liquidated damages as set forth in the Project Manual, for each and every day said work remains uncompleted after the expiration of the specified time. 3. Compensation and Method ofPavrnent. A. The City shall pay the Contractor for work performed under this Contract as detailed in the bid, as incorporated in the Project Manual. B. Payments for work provided hereunder shall be made following the performance of such work,- unless otherwise permitted by law and approved in writing by the City. No payment shall be made for any work rendered by the Contractor except as identified and set forth in this Contract. C. Progress payments shall be based on the timely submittal by the Contractor of the City's standard payment request form. D. Payments for any alterations in or additions to the work provided under this Contract shall be in accordance with the Request For Information (RFI) and/or Construction Change Order (CCO) process as set forth in the Project Manual. Following approval of the RFI and/or CCO, the Contractor shall submit the standard payment request form(s). E. The Contractor shall submit payment requests with a completed Application for Payment form, an example of which is included in the Attachments to this Contract. This form includes a lien waiver certification and shall be notarized before submission. Applications for payment not signed or notarized shall be considered incomplete and ineligible for payment consideration. The City shall initiate authorization for payment after receipt of a satisfactorily completed payment request form and shall make payment to the Contractor within approximately thirty (30) days thereafter. 4. Independent Contractor Relationship. The relationship created by this Contract is that of independent contracting entities. No agent, employee, servant, or representative of the Contractor shall be deemed to be an employee, agent, servant, or representative of the City, and the employees of the Contractor are not entitled to any of the benefits the City provides for its employees. The Contractor shall be solely and entirely responsible for its acts and the acts of its agents, employees, servants, subcontractors, or representatives during the performance of this Contract. The Contractor shall assume full responsibility for payment of all wages and salaries and all federal, state, and local taxes or contributions imposed or required, including, but not limited to, unemployment insurance, workers compensation insurance, social security, and income tax withholding. 5. Prevailing Wage Requirements. The Contractor shall comply with applicable prevailing wage requirements of the Washington State Department of Labor & Industries, as set forth in Chapter 39.12 RCW and PW 0407_02 Part02 [Revised OS/27/04] IT - 2 I I I I I I I I I I I I I I I I I I I Chapter 296-127 WAC. The Contractor shall document compliance with said requirements and shall file with the City appropriate affidavits, certificates, and/or statements of compliance with the State prevailing wage requirements. The Washington State Prevailing Wage Rates For Public Works Contracts, Clallam County, incorporated in this Contract have been established by the Department of Labor & Industries and are included as an Attachment to this Contract. The Contractor shall also ensure that any subcontractors or agents of the Contractor shall comply with the prevailing wage and documentation requirements as set forth herein. 6. Indemnification and Hold Harmless. A. The Contractor shall defend, indemnify, and hold harmless the City, its officers, officials, employees, and volunteers against and from any and all claims, injuries, damages, losses, or lawsuits, including attorney fees, arising out of or in connection with the performance of this Contract, except for injuries and damages caused by the sole negligence of the City. It is further provided that no liability shall attach to the City by reason of entering into this Contract, except as expressly provided herein. B. Should a court of competent jurisdiction determine that this Contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Contract. 7. Insurance. The Contractor shall procure, and maintain for the duration of the Contract, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. Failure by the Contractor to maintain the insurance as required shall constitute a material breach of contract upon which the City may, after giving five working days notice to the Contractor to correct the breach, immediately terminate the Contract or at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole discretion of the City, off set against funds due the Contractor from the City. A. Minimum Scope of Insurance The Contractor shall obtain insurance of the types described below: 1. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on msurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 11. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 0 I and shall cover liability arising from premises, operations, PW 0407_02 Part02 [Revised OS/27/04] n - 3 I I I I I I I I I I I I I I I I I I I stop gap liability, indepe~~~nt contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured Contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 11 85. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO Additional Insured endorsement CG 20 10 10 01 and Additional Insured- Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing equivalent coverage. 111. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance The Contractor shall maintain the following insurance limits: 1. Automobile Liabilitv insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. 11. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products-completed operations aggregate limit. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability insurance. 1. The Contractor's insurance coverage shall be primary insurance with respect to the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be in excess of the Contractor's insurance and shall not contribute with it. 11. The Contractor's insurance shall not be cancelled or reduced as to coverage by either party, except after forty-five (45) days prior written notice by certified mail, return receipt requested, has been given to the City. D. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. E. Verification of Coverage The Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the Contractor before commencement of the work. F. Subcontractors P'N 0407_02 Part02 [Revised OS/27/04] II-4 I I I I I I I I I I I I I I I I I I I . ~ ~' , . The Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 8. Compliance with Laws. A. The Contractor shall comply with all applicable federal, state, and local laws, including regulations for licensing, certification, and operation of facilities and programs, and accreditation and licensing of individuals, and any other standards or criteria as set forth in the Project Manual. B. The Contractor shall pay any applicable business and permit fees and taxes which may be required for the performance of the work. C. The Contractor shall comply with all legal and permitting requirements as set forth in the Proj ect Manual. 9. Non-discrimination. The parties shall conduct their business in a manner which assures fair, equal and nondiscriminatory treatment of all persons, without respect to race, creed, color, sex, Vietnam era veteran status, disabled veteran condition, physical or mental handicap, or national origin, and, in particular: A. The parties will maintain open hiring and employment practices and will welcome applications for employment in all positions from qualified individuals who are members of the above-stated minorities. B. The parties will comply strictly with all requirements of applicable federal, state or local laws or regulations issued pursuant thereto, relating to the establishment of nondiscriminatory requirements in hiring and employment practices and assuring the service of all patrons and customers without discrimination with respect to the above-stated minority status. 10. Assignment. A. The Contractor shall not assign this Contract or any interest herein, nor any money due to or to become due hereunder, without first obtaining the written consent of the City, nor shall the Contractor subcontract any part of the services to be performed hereunder without first obtaining the consent of the City. B. The Contractor hereby assigns to the City any and all claims for overcharges resulting from antitrust violations as to goods and materials purchased in connection with this Contract, except as to overcharges resulting from antitrust violations commencing after the date of the bid or other event establishing the price of this Contract. In addition, the Contractor warrants and represents that each of its suppliers and subcontractors shall assign any and all such claims for overcharges to the City in accordance with the terms of this provision. The Contractor further agrees to give the City immediate notice of the existence of any such claim. PW 0407_02 Part02 {Revised OS/27/04] ll-5 I I I I I I I I I I I I I I I I I I I 11. Contract Administration. This Contract shall be administered by on behalf of the Contractor and by Terri Partch, Assistant Civil Engineer on behalf of the City. Any written notices required by the terms of this Contract shall be served or mailed to the following addresses: Contractor: City: City of Port Angeles P.O. Box 1150 321 East Fifth Street Port Angeles, W A 98362-0217 12. Interpretation and Venue. This Contract shall be interpreted and construed in accordance with the laws of the State of Washington. The venue of any litigation between the parties regarding this Contract shall be Clallam County, Washington. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed the day and year fIrst set forth above. CONTRACTOR: CITY OF PORT ANGELES: By: Name of Contractor By: Mayor Approved as to Form: Title: City Attorney Attest: City Clerk PW 0407_02 Part02 (Revised OS/27/04] ll-6 I I I I I I I I I I I I I I I I I I I PERFORMANCE and PAYMENT BOND Bond to the City of Port Angeles Bond # KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, as Principal, and a corporation, organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations as surety, are jointly and severally held and firmly bound to the City of Port Angeles in the penal sum of $ for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into pursuant to the statutes of the State of Washington and the ordinances of the City of Port Angeles. Dated at , Washington, this _ day of ,20 . The conditions of the above obligation are such that: WHEREAS, the City of Port Angeles has let or is about to let to the said the above bounded Principal, a certain contract, the said contract being numbered 03-18, and providing for the Port Anqeles Municipal Pier Repair (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; now, therefore, If the said Principal, ' shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold the City of Port Angeles harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Port Angeles, then and in that event, this obligation shall be void; but otherwise, it shall be and remain in full force and effect. Signed this _ day of ,20_. Surety Principal By By Title Title Surety Address Agent Address Agent Contact and Phone Number Surety Contact and Phone Number PW 0407_02 Part02 [ReVised OS/27/04] 1I-7 I ESCROW AGREEMENT for RETAINED PERCENTAGE Port Angeles Municipal Pier Repair, Project 03-18 I I I TO: I THIS ESCROW AGREEMENT is for the investment of the retained percentage of the above contract, in accordance with chapter 60.28 of the Revised Code of Washington. It is limited to FDIC insured Washington State Chartered Banks who are covered by the State of Washington Public Deposit Protection Act. I I The undersigned, , (as "Contractor"), has directed the CITY OF PORT ANGELES (as "City"), to deliver to you its warrants which shall be payable to you and/or the contractor. The warrants are to be held and disposed of by you in accordance with the following instruction: I INSTRUCTIONS I 1 . Upon delivery the warrants shall be endorsed by you and forwarded to the City for collection. You shall use the monies to purchase investments selected by the Contractor and approved by the City. You may follow the last written direction received by you from the Contractor, for each purchase, provided the direction otherwise conforms with this agreement. Acceptable investments are: A. Bills, certificates, notes or bonds of the United States: B. Other obligations of the United States or its agencies; C. Obligations of any corporation wholly owned by the Government of the United States; D. Indebtedness of the Federal National Mortgage Association; E. Time deposits in commercial banks; F. Other investments, except stocks, selected by the Contractor, subject to express prior written consent of the City. 2. The investments shall be in a form which allows you alone to reconvert them into money if you are required to do so by the CIty. 3. The investments must mature on or prior to the date set for the completion of the contract, Including extension there of or thirty (30) days following the final acceptance of the work. 4. When interest on the investments accrues and is paid, you shall collect the interest and forward it to the Contractor unless otherwise directed by the Contractor. 5. You are not authorized to deliver to the Contractor all or any part of the investments held by you pursuant to this agreement (or any monies derived from the sale of such investments, or the negotiation of the City's warrants) except in accordance with the written instructions from the City. Compliance with such instructions shall relieve you of any further liability related thereto. 6. In the event the City orders you, in writing, to reconvert the investments and return all monies, you shall do so within thirty (30) days of receipt of the order. 7. The Contractor agrees to compensate you for your services in accordance with your current published schedule of applicable escrow fees. Payment of all fees shall be the sole responsibility of the Contractor and shall not be deducted from any monies placed with you I I I I I I I I I I PW 0407_02 Part02 [Revised OS/27/04] Escrow No.: City of Port Angeles Contract No. 03-18 Completion Date: pursuant to this agreement until and unless the City directs the release to the Contractor of the investments and monies held hereunder, whereupon you shall be entitled to reimburse yourself from such monies for the entire amount of your fee. 8. This agreement shall not be binding until signed by both parties and accepted by you. 9. This document contains the entire agreement between you, the Contractor, and the City, with respect to this Escrow, and you are not a party to, nor bound by any instrument or agreement other than this. You shall not be required to take notice of any default or any other matter, nor be bound by nor required to give notice or demand, nor required to take any action whatever except as herein expressly provided. You shall not be liable for any loss or damage not caused by your own negligence or willful misconduct. CONTRACTOR Federal Tax I.D. No. By: Title: Address: DATE: CITY OF PORT ANGELES By: Title: DATE: THE ABOVE ESCROW AGREEMENT RECEIVED AND ACCEPTED on the _ day of 20_. BANK By: Title: Address: DISTRIBUTION: City Clerk Financial Institution Contractor File Copy 11-8 I I I I I I I I I I I I I I I I I I I PART III SPECIFICATIONS, SPECIAL PROVISIONS AND SUBMITTALS PW 407_04 Part04 [Revised 5/27/04] I I I I I I I I I I I I I I I I I I I INTRODUCTION/ORDER OF PRECEDENCE See Section 1-04.2 of the Standard Specifications for the general order of precedence for inconsistency in the parts of the Contract. In addition, the order of precedence in the case of conflicting specifications, special provisions, submittal requirements, plans, drawings, or other technical requirements of this Project Manual is as follows: 1. Addenda 2. Special Provisions as set forth on pages III - 1 through 111-22. 3. Submittal requirements, as listed on pages III - 20 through 111-22. 4. Project Plans, as set forth in Attachment E. 5. Environmental Permits detailed in section 107.6 and included in Attachment D. 6. 2003 International Building Code 7. Washington State Department of Transportation's 2004 Standard Specifications for Road, Bridge, and Municipal Construction (English Units), referred to herein as the Standard Specifications. This includes Section 1-99, APWA SUPPLEMENT. 8. Washington State Department of Transportation's Standard Plans, as referenced on page 111-10. STANDARD SPECIFICATIONS This Contract incorporates the 2003 International Building Code and the Washington State Department of Transportation's 2004 Standard Specifications for Road, Bridge, and Municipal Construction (English Units), referred to herein as the Standard Specifications. Unless otherwise superseded as detailed above, these specifications describe the general requirements, description, materials, construction requirements, measurement and payment of work to be completed under this Contract. Section 1-99, APWA SUPPLEMENT, of the 2004 Standard Specifications for Road, Bridge, and Municipal Construction, shall be included and made a part of the contract specifications. SPECIAL PROVISIONS The following Special Provisions supersede any conflicting provisions of the Standard Specifications and are made a part of this contract. The Sections referenced in these Special Provisions refer to Sections of the Standard Specifications. 1-01.3 DEFINITIONS The term "Contract Bond" is understood to be equal to "Performance and Payment Bond" for this project. III- 1 PW-407 _03 [rev. 5/20/04] I I I I I I I I I I I I I I I I I I I The term "State" is redefined to mean the City of Port Angeles for this project. The term "Commission" is redefined for this project to mean the City Council of the City of Port Angeles. The term "Secretary" is redefined for this project to mean the Director of Public Works for the City of Port Angeles. The term "Department" is redefined to mean the City of Port Angeles Department of Public Works & Utilities for this project. The terms "Engineer" and "Project Engineer" are redefined for this project to mean the City Engineer for the City of Port Angeles. The terms "Contract" and "Project Manual" are interchangeable. 1-02.2 PLANS AND SPECIFICATIONS Section 1-02.2 of the Standard Specifications is deleted and replaced with the following: Information as to where plans and specifications can be obtained or reviewed will be found in the advertisement for the work placed in the Owner's official newspaper. 1~2~PROPOSALFORMS The term "prequalified" is deleted from Section 1-02.5 of the Standard Specifications for this project. 1-02.9 DELIVERY OF PROPOSAL Section 1-02.9 of the Standard Specifications is modified in its entirety for this project to now read as follows: Each proposal shall be submitted in accordance with the instructions outlined in the ADVERTISEMENT FOR BIDS and the INFORMATION FOR BIDDERS AND BIDDER'S CHECK LIST. 1-03.4 PERFORMANCE AND PAYMENT BOND In accordance with Section 1-03.4 of the Standard Specifications the Contractor shall execute a Performance and Payment Bond as provided in the Contract. The bond shall specify the surety's name and address and shall include a power-of-attorney appointing the signatory of the bond as the person authorized to execute it. 1-04.4 CHANGES IN WORK Section 1-04.4, Changes, of the Standard Specifications shall be amended to add the 1II-2 PW-407 _03 {rev. 5/18/04] I I I I I I I I I I I I I I I I I I I following: All revisions, clarifications, field requests and field authorizations for construction contracts shall be documented using the "REQUEST FOR INFORMATION" form. A construction contract change order may be initiated by the Contractor, City inspector, or Architect/Engineer by using the RFI form, PW-404_02. Definitions: a. RFI: Request for Information (City of Port Angeles' Document PW 404_02) b. ceo: Construction Change Order (City of Port Angeles' Document PW 404_04) PLANS AND WORKING DRAWINGS Unless otherwise required by the Submittal Requirements, Section 1-05.3 of the Standard Specifications shall apply. 1-05.5 AS-BUILT DRAWINGS Section 1-05.5 is supplemented with the following: As-built drawings are required to be maintained by the Contractor. The as-built drawings shall be a record of the construction as installed and completed by the Contractor. They shall include all the information shown on the contract set of drawings and a record of all construction deviations, modifications or changes from those drawings which were incorporated in the work; all additional work not appearing on the contract drawings; all design submittals, including electrical schematics; and all changes which are made after final inspection of the contract work. The Contractor shall mark up a set of full size plans using red ink to show the as-built conditions. These as-built marked prints shall be kept current and available on the job site at all times, and be made available to the City Engineer upon request. The changes from the contract plans which are made in the work or additional information which might be uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. No construction work shall be concealed until it has been inspected, approved, and recorded. The drawings shall show at least the following: a. The location and description of any utilities or other installations known to exist and or encountered within the construction area. The location of these utilities shall include an accurate description, dimensions, and at least 2 ties to permanent features for all utilities encountered. b. The location and description of all facilities and appurtenances installed by the Contractor. The location of facilities and appurtenances shall include accurate dimensions and at least 2 ties to permanent features for all major components, including gate valves. ill- 3 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I The City of Port Angeles has the right to deny progress payments for completed work if as-built records, as required by this section, are not available on the job site for the work that has been completed by the date of the payment request. Final as-builts shall be delivered to the City Engineer at the time of final inspection for review and approval. As-built drawings must be approved by the City Engineer before final payment will be made. See Submittal Requirements for additional information. 1-05.10 GUARANTEES Section 1-05 is supplemented with the following: The Contractor shall guarantee all materials and equipment furnished and work performed for a period of one (1) year from the date of substantial completion. The Contractor shall warrant and guarantee for a period of one (1) year from the date of substantial completion of the system that the completed system is free from all defects due to faulty materials or workmanship, and the Contractor shall promptly make such corrections as may be necessary by reason of such defects including the repairs of any damage to other parts of the system resulting from such defects. The City will give notice of observed defects with reasonable promptness. In the event that the Contractor should fail to make such repairs, adjustments, or other work that may be made necessary by such defects, the City may do so and charge the Contractor the cost thereby incurred. The Performance and Payment Bond shall remain in full force and effect through the guarantee period. MEASUREMENT AND PAYMENT All costs includino, but not limited to, the removal and replacement of deckino, associated work on or around utilities attached to the underside of the pier deckino and disposal of all pilino removed shall be incidental to the contract prices for the various bid items. STATE SALES TAX The work on this Contract is to be performed upon lands whose ownership obligates the Contractor to collect State sales tax from the Contracting Agency. The provisions of Section 1-07.2(2) apply. 1-07.6 PERMITS AND LICENSES All requirements of any permits included in this Project Manual shall be adhered to by the Contractor. All costs related to adhering to these permit(s) shall be included in the overall cost of the contract - no additional payment will be made to the Contractor for work required to meet the requirements of the permits. These permits and referenced documents include: . Army Corps Nationwide Permit 3 dated 2/4/05 III - 4 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I . Army Corps Specific Project Information Form dated August 31,2004 . Washington Department of Fish and Wildlife Hydraulic Project Approval dated March 7, 2005 . COD Shoreline Permit All of the above permits and referenced documents are hereby included in the contract in Attachment D. 1-07.17 UTILITIES AND SIMILAR FACILITIES Section 1-07.17 is supplemented by the following: Locations and dimensions shown in the plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The Contractor shall call the Utility Location Request Center (One Call Center), for field location not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, state or federal holiday. The telephone number for the One Call Center for this project is 1-800-424-5555. The Contractor is alerted to the existence of Chapter 19.22 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. No excavation, deck removal or pile driving shall begin until all known facilities in the vicinity of the work area have been located and disconnected, with the exception of the pier fire suppression system. The pier fire suppression system shall remain in operation without interruption during construction. The City of Port Angeles Light Operations Division will disconnect, pull the wiring and reconnect for all electrical conduit under the pier. All other utility disconnect I reconnect work shall be the Contractor's responsibility. All metal parts required for Bid Item Number 7, Replace Electric Utility Hangers shall be stainless steel. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE Section 1-07.18 of the Standard Specifications is deleted in its entirety and replaced with Sections 6 and 7 of the City's standard Public Works Contract in Part II of the Project Manual. 1-07.23 PUBLIC CONVENIENCE AND SAFETY Section 1-07.23 is supplemented with the following: III-5 PW-407_03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I The job site shall be cleaned of construction debris at the end of each work day, or sooner if there is an unanticipated adverse impact on the safety of the public. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. In addition to the requirements of Section 1-07.23(1) of the Standard Specifications, the following provisions shall apply: 1. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert all f1aggers and personnel of this requirement. 2. The Contractor shall notify the Engineer at least one work day in advance of the need to restrict parking within the project limits. The Engineer will notify the Police Department of the required restricted parking. 3. Prior to cutting across driveways and business or parking accesses, the Contractor MUST NOTIFY ALL OWNERS AT LEAST 24 HOURS IN ADVANCE. 4. Every effort shall be made to limit restrictions to access of businesses to short periods of time. The Contractor may be required to address business access concerns on short notice. Modification(s) to the contract to compensate the Contractor for changes due to access concerns shall only be made if such change results in an impact on the delivery schedule of more than one day and/or a significant change in labor or equipment requirements. HOURS OF WORK See Section 1-08.0 of the APW A Supplement (Section 1-99) to the Standard Specifications for hours of work allowed under this contract. This section is further supplemented by the following: The hours for delivery to the Port Angeles Landfill of approved material under this contract is limited to Monday through Saturday, 9:00 am to 3:30 pm, excluding holidays. PROGRESS SCHEDULE Section 1-08.3 is supplemented with the following: The Contractor shall prepare and submit to the Engineer a Critical Path Method (CPM) schedule, in both electronic and hard copy format. The CPM shall include all aspects of the contract, including procurement of materials, construction, testing, submittals, and inspection. Ill- 6 PW-407 _"03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I The Contractor shall develop the CPM using the most current version of SureTrak software by Primavera Systems, Inc., which shall be capable of operating in a Windows NT environment. The Contractor shall submit, within 21 calender days of award of the contract, 3 sets of complete CPM time-scaled logic diagram on 22" x 34" sheets with accompanying schedule reports. An electronic copy shall also be submitted. The schedule diagrams shall show activity numbers, descriptions, early-start dates, float, and all relationships. The diagrams shall also show the sequence, order, and interdependence of activities in which the work is to be accomplished. The Contractor shall submit to the Engineer updates to the CPM schedule monthly with each Payment Request. The- CPM schedule shall be accompanied by a written narrative report describing current status and identifying potential delays. This report shall, at a minimum, state whether the contract is on schedule, note any milestones that will not be met, and comment on the project's current critical path as it relates to previously submitted critical path. The CPM deliverables shall be incidental to the contract, and the City will provide no additional payment for work related to developing and maintaining the CPM schedule as required in this contract. The City may withhold payment as a result of incomplete CPM updates, as well as assess liquidated damages per Section 1-08.9 if the schedule shows that work will not be completed in a timely manner to meet the performance period of the contract. TIME FOR COMPLETION Section 1-08.5 is supplemented with the following: Time is of the essence in the performance of this Contract and in adhering to the time frames specified herein. The Contractor may commence work that does not impact the special events or operations at the pier within ten (10) calendar days after notice to proceed from the City, and shall commence all other work on or after October 10th, 2005. All work shall be physically completed within 90 calendar days after October 10th, 2005, unless a different time frame is expressly provided in writing by the City. If said work is not completed within the time for physical completion, the Contractor may be required at the City's sole discretion to pay to the City liquidated damages as set forth in the Project Manual, for each and every day said work remains uncompleted after the expiration of the specified time. PAYMENTS Section 1-09.9 is supplemented with the following: III-7 PW-407_03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I The Contractor shall submit payment requests with a completed Application for Payment form, an example of which is included in the Attachments in Part 4 of the Project Manual. This form includes a lien waiver certification, and shall be notarized before submission. Applications for payment not signed or notarized shall be considered incomplete and ineligible for payment consideration. TRAFFIC CONTROL MANAGEMENT The third sentence of the first paragraph of Section 1-10.2(1) is revised to read: The Contractor may designate the project superintendent as the TCS. TRAFFIC CONTROL PLANS The first sentence of Section 1-10.2(2) is to be replaced with the following: The Contractor shall develop a traffic control plan necessary for their method of performing the work, and submit it to the Engineer for approval before any work involving the plan begins. No work shall occur that alters existing traffic control before approval of the plan. The plan shall be in accordance with this section, the Standard Plans, and the Manual on Uniform Traffic Control Devices (MUTCD). The following is a list of special traffic control requirements that shall be incorporated into the traffic control plan: 1. If it is necessary to close a lane of traffic along Front Street, only one block shall be closed at a time. 2. The use of existing parking lot or spaces (Le., indicate if parking lot or spaces will be used as pedestrian walkways, traffic lanes, closed to all pedestrian and traffic travel, or a combination of uses). 4. Standard Plan K-2 shall be used for this project for the traffic control plan. The minimum lane width shall be eleven (11) feet. The Contractor shall provide alternate traffic control Plans for approval by the Engineer, as necessary to accommodate any changes. The last sentence of Section 1-10.2(2) is revised to read: The Contractor's letter designating and adopting the specific traffic control plan(s) or any proposed modified plan(s) shall be submitted to the Engineer for approval at least ten calendar days in advance of the time the new plan will be implemented. Costs associated with the development of the traffic control plan(s) shall be incidental to contract prices. CONSTRUCTION SIGNS III-8 PW-407 _03 [rev. 5/18/04J I I I I I I I I I I I I I I I I I I I Section 1-10.3(3) is revised to read: All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer, except for the project sign, shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All nonapplicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor, upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor, except for the project sign. All signs lost, stolen, damaged, or destroyed shall be replaced at the Contractor's expense. All signs shall utilize materials, and be fabricated in accordance with, Section 9-28. All signs shall be constructed of Type I or II reflective background sheeting unless otherwise noted in the Plans. Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi-permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. The following Class A signs shall be installed by the Contractor at locations designated at the pre- construction conference: "Project Sign" - provided by the City Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Furnishing Class B signs will be in accordance with Section 1-10.3(3). Payment for setup and take down of Class B signs will be incidental to the other bid items. The condition of the signs shall be new or "Acceptable" as defined in the book, Quality Standards For Work Zone Traffic Control Devices. The Engineer's decision on the condition of a sign shall be final. The book, Quality Standards For Work Zone Traffic Control Devices, is available by 1II-9 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I writing to the American Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, VA 22407, telephone: (703) 898-5400, FAX: (703) 898-5510. Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2004 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL August 2, 2004 8-01.3(1)8 Erosion and Sediment Control (ESC) Lead This section is revised to read: The Contractor shall identify the ESC Lead at the preconstruction discussions. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in Construction Site Erosion and Sediment Control from a course approved by WSDOT's Statewide Erosion Control Coordinator. The ESe Lead shall implement the Temporary Erosion and Sediment Control (TESC) plan. Implementation shall include, but is not limited to: 1. Installing and maintaining all temporary erosion and sediment control Best Management Practices (BMPs) included in the TESC plan to assure continued performance of their intended function. Damaged or inadequate TESe BMPs shall be corrected immediately. 2. Inspecting all on-site erosion and sediment control BMPs at least once every five working days and each working day there is a runoff event. Inspections shall occur within 24 hours of the runoff event. A TESC Inspection Report shall be prepared for each inspection and shall be included in the TESC file. A copy of each TESC Inspection Report shall be submitted to the Engineer no later than the end of the next working day following the inspection. The report shall include, but not be limited to: III-10 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I a. When, where and how BMPs were installed, maintained, modified, and removed; b. Observations of BMP effectiveness and proper placement; c. Recommendations for improving future BMP performance with upgraded or replacement BMPs when inspections reveal TESC plan inadequacies. 3. Updating and maintaining a TESC file on site that includes, but is not limited to: a. TESC Inspection Reports. b. Temporary Erosion and Sediment Control (TESC) plan narrative. c. National Pollutant Discharge Elimination System construction permit (Notice of Intent). d. Other applicable permits. Upon request, the file shall be provided to the Engineer for review. The Contractor shall furnish and install the bridge utility supports, and the utility pipe or conduit pipe, as shown in the Plans. (June 26, 2000) No additional compensation will be made by reason of any delay or other expense to the Contractor caused by coordination with the utility company or by installing utility company furnished items. However, any unavoidable delays to the Contractor caused by coordination with the utility company or resulting from installing utility company furnished items will be adjusted in accordance with Section 1-08.8. (March 6, 2000) The areas where piles are to be driven are adjacent to highly developed areas. It is essential that vibration and noise resulting from pile driving be held to a minimum. Unless otherwise approved by the Engineer, pile driving shall be done during regular daytime working hours. The Contractor shall select pile driving equipment which will minimize noise and vibration. When, in the opinion of the Engineer, noise or vibration are excessive, the Contractor will be required to use a hammer that does not exceed the minimum specifications by more than 10 percent for the type and capacity of piling being driven. If pre-boring, jetting, or other special methods are not specified elsewhere in the contract and are ordered by the Engineer to reduce noise or vibration, such change in method shall be considered a change, subject to the terms of Section 1-04.4. 1-07.16(1) Private/Public Property III-11 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I This section is revised to read: The Contractor shall not use Contracting Agency owned or controlled property other than that directly affected by the contract work without the approval of the Engineer. If the Engineer grants such approval, the Contractor shall then vacate the area when ordered to do so by the Engineer. Approval to temporarily use the property shall not create any entitlement to further use or to compensation for any conditions or requirements imposed. The Contractor shall protect private or public property on or in the vicinity of the work site. The Contractor shall ensure that it is not removed, damaged, destroyed, or prevented from being used unless the contract so specifies. Property includes land, utilities, trees, landscaping, improvements legally on the right-of-way, markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, signs, and other property of all description whether shown on the plans or not. If the Engineer orders, or if otherwise necessary, the Contractor shall install protection, acceptable to the Engineer, for property such as that listed in the previous paragraph. The Contractor is responsible for locating and protecting all property that is subject to damage by the construction operation. If the Contractor (or agents/employees of the Contractor) damage, destroy, or interfere with the use of such property, the Contractor shall restore it to original condition. The Contractor shall also halt any interference with the property's use. If the Contractor refuses or does not respond immediately, the Engineer may have such property restored by other means and subtract the cost from money that will be or is due the Contractor. The Contractor may access the worksite from adjacent properties. The Contractor shall not use or allow others to use this access to merge with public traffic. During non-working hours, the Contractor shall provide a physical barrier that is either locked or physically unable to be moved without equipment. The access shall not go through any existing structures. The access may go through fencing. The Contractor shall control or prevent animals from entering the worksite to the same degree that they were controlled before the fence was removed. The Contractor shall prevent persons not involved in the contract work from entering the worksite through the access or through trails and pathways intersected by the access. If the contract documents require that existing trails or pathways be maintained during construction, the Contractor will insure the safe passage of trail or pathway users. The Contractor shall effectively control airborne particulates that are generated by use of the access. The location and use of the access shall not adversely affect wetlands or sensitive areas in any manner. The Contractor shall be responsible for obtaining all haul road agreements, permits and/or easements associated with the access. The Contractor shall replace any fence, repair any damage and restore the III - 12 PW-407 _03 {rev. 5/18/04] I I I I I I I I I I I I I I I I I I I site to its original state when the access is no longer needed. The Contractor shall bear all costs associated with this worksite access. 1-07.16(2) Vegetation Protection and Restoration The new paragraph below is inserted to follow the third paragraph: Any pruning activity required to complete the work as specified shall be performed by persons qualified as a Certified Arborist at the direction of the Engineer. In the fifth paragraph, "Guide for Plant Appraisal, Eighth Edition" is revised to read "Guide for Plant Appraisal, Current Edition". 1-07.16(3) Fences, Mailboxes, Incidentals The first sentence in the first paragraph is revised to read: The Contractor shall maintain any temporary fencing to prevent pedestrians from entering the worksite and to preserve livestock, crops, or property when working through or adjacent to private property. 8-20.3(9) Bonding, Grounding The first paragraph is revised to read: All metallic appurtenances containing electrical conductors (luminaires, light standards, cabinets, metallic conduit, non-metallic conduit, etc.) shall be made mechanically and electrically secure to form a continuous systems which shall be effectively grounded. Where metallic conduit systems are employed, the conduit system constitutes the equipment grounding conductor. Where nonmetallic conduit is installed, the installation shall include an equipment ground conductor, in addition to the conductors noted in the contract. Bonding jumpers and equipment grounding conductors shall be installed in accordance with Section 9-29.3. The equipment ground conductor between the isolation switch and the sign lighter fixtures may be No. 14 AWG stranded copper conductor. Where parallel circuits are enclosed in a common conduit, the equipment grounding conductor shall be sized by the rating of the largest overcurrent device serving any circuit contained within the conduit. SECTION 9-30, WATER DISTRIBUTION MATERIALS August 2, 2004 9-30.6(1) Saddles The first sentence is revised to read: Saddles shall be ductile iron, bronze, brass, or stainless steel. 9-30.6(2) Corporation Stops The first sentence is revised to read: Corporation stops shall be made of bronze or brass alloy. III-13 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I 9-30.6(4) Service Fittings The first sentence is revised to read: Fittings used for service connections shall be made of bronze or brass alloy. SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS December 6, 2004 Temporary traffic control materials in this section consist of various traffic communication, channelization and protection items described in Section 1-10 and listed below: Stop/Slow Paddles Construction Signs Wood Sign Posts Sequential Arrow Signs Portable Changeable Message Signs Barricades Traffic Safety Drums Barrier Drums Traffic Cones Tubular Markers Warning Lights and Flashers Truck-Mounted Attenuator The basis for acceptance of temporary traffic control devices and materials shall be visual inspection by the Engineer's representative. No sampling or testing will be done except that deemed necessary to support the visual inspection. Requests for Approval of Material and Qualified Products List submittals are not required. Certification for crashworthiness according to NCHRP 350 will be required as described in Section 1- 10.2(3). "MUTCD," as used in this section, shall refer to the latest WSDOT adopted edition of the Manual on Uniform Traffic Control Devices for Streets and Highways. In the event of conflicts between the MUTCD and the contract provisions, then the provisions shall govern. 9-35.1 Stop/Slow Paddles Paddles shall conform to the requirements of the MUTCD, except that the minimum width shall be 24 inches. 9-35.2 Construction Signs Construction signs shall conform to the requirements of the MUTCD and shall meet the requirements of NCHRP Report 350 for Category 2 devices. Except as noted below, any sign/sign stand combination that satisfies these requirements will be acceptable. 111-14 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I Where aluminum sheeting is used to fabricate signs, it shall have a minimum thickness of 0.080 inches and a maximum thickness of 0.125 inches. All orange background signs shall be fabricated with Type X reflective sheeting. All post-mounted signs with Type X sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts or nuts) and the reflective sheeting. Soft, fabric, roll-up signs will not be acceptable. Any fabric sign which otherwise meets the requirements of this section and was purchased prior to July 1, 2004, may be utilized until December 31, 2007. If a fabric sign is used, it shall have been fabricated with Type VI reflective sheeting. 9-35.3 Wood Sign Posts Use the charts below to determine post size for construction signs. One Post Installation Post Size 4x4 4x6 6x6 6x8 Min. Sign Sq. Ft. Max. Sign Sq. Ft. 16.0 17.0 20.0 21.0 25.0 26.0 31.0 Two Post Installation (For signs 5 feet or greater in width) Post Size 4x4 4x6 6x6 6x8 Min. Sign Sq. Ft. Max. Sign Sq. Ft. 16.0 17.0 36.0 37.0 46.0 47.0 75.0 * * The Engineer shall determine post size for signs greater than 75 square feet. Sign posts shall conform to the grades and usage listed below. Grades shall be determined by the current standards of the West Coast Lumber Inspection Bureau (WCLlB) or the Western Wood Products Association (WWPA). 4x4 Construction grade (Light Framing, Section 122-b WCLlB) or (Section 40.11 WWPA) NO.1 and better, grade (Structural Joists and Planks, Section 123-b WCLlB) or (Section 62.11 WWPA) No. 1 and better, grade (Posts and Timbers, Section 131-b WCLlB) or 4x6 6 x 6, 6 x 8, 8 x 10 III-15 PW-407 _03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I 6x10,6x12 (Section 80.11 WWPA) No. 1 and better, grade (Beams and Stringers, Section 130-b WCLlB) or (Section 70.11 WWPA) 9-35.4 Sequential Arrow Signs Sequential Arrow Signs shall meet the requirements of the MUTCD supplemented with the following: Sequential arrow signs furnished for stationary lane closures on this project shall be Type C. The color of the light emitted shall be yellow. The dimming feature shall be automatic, reacting to changes in light without a requirement for manual adjustment. 9-35.5 Portable Changeable Message Signs Portable Changeable Message Signs (PCMS) shall meet the requirements of the MUTCD and the following: The PCMS shall employ one of the following technologies: 1. Fiber optic/shutter 2. Light emitting diode 3. Light emitting diode/shutter 4. Flip disk Regardless of the technology, the PCMS shall meet the following general requirements: . Be light emitting and must not rely solely on reflected light. The emitted light shall be generated using fiber optic or LED technology. . Have a display consisting of individually controlled pixels no larger than 2 1/2 inch by 2 1/2 inch. If the display is composed of individual character modules, the space between modules must be minimized so alphanumeric characters of any size specified below can be displayed at any location within the matrix. . When activated, the pixels shall display a yellow or orange image. When not activated, the pixels shall display a flat black image that matches the background of the sign face. . Be capable of displaying alphanumeric characters that are a minimum of 18 inches in height. The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation between each line. III-16 PW-407 _03 {rev. 5/18/04] I I I I I I I I I I I I I I I I I I I . The PCMS message, using 18-inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less than 800 feet centered on an axis perpendicular to the sign face. . The sign display shall be covered by a stable, impact resistant polycarbonate face. The sign face shall be non-glare from all angles and shall not degrade due to exposure to ultraviolet light. . Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to activate the disks/shutters once a day to clean the electrical components. This feature shall not occur when the sign is displaying an active message. . The light source shall be energized only when the sign is displaying an active message. The PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. The PCMS shall be operated by a controller that provides the following functions: 1. Select any preprogrammed message by entering a code. 2. Sequence the display of at least five messages. 3. Blank the sign. 4. Program a new message, which may include animated arrows and chevrons. 5. Mirror the message currently being displayed or programmed. 9-35.6 Barricades Barricades shall conform to the requirements of the MUTCD supplemented by the further requirements of Standard Plan H-2. 9-35.7 Traffic Safety Drums Traffic safety drums shall conform to the requirements of the MUTCD and the following: The drums shall have the following additional physical characteristics: Material Fabricated from low-density polyethylene that meets the requirements of ASTM D 4976 and is UV stabilized. Overall Width 18-inch minimum in the direction(s)of traffic flow. Shape Rectangular, hexagonal, circular, or flat-sided semi-circular. Color The base color of the drum shall be fade resistant safety orange. 1II-17 "PW-407_03[rev.5/18/04] I I I I I I I I I I I I I I I I I I I The traffic safety drums shall be designed to accommodate at least one portable light unit. The method of attachment shall ensure that the light does not separate from the drum upon impact. Drums and light units shall meet the crashworthiness requirements of NCHRP 350 as described in Section 1-10.2(3). When recommended by the manufacturer, drums shall be treated to ensure proper adhesion of the reflective sheeting. 9..35.8 Barrier Drums Barrier drums shall be small traffic safety drums, manufactured specifically for traffic control purposes to straddle a concrete barrier and shall be fabricated from low-density polyethylene that meets the requirements of ASTM 04976 and is UV stabilized. The barrier drums shall meet the following general specifications: Formed support legs length Space between legs (taper to fit conc. barrier) Weight 22 in., :t 1 in. hollow oval 10 in. X 14 in.,:t 1 in. 13 in.,:t 1 in. 6 1/4 in. min. Total height Cross-section Color 33 lb. :t 4 lb. with legs filled with sand. Fade resistant safety orange. Barrier drums shall have three 4-inch reflective white stripes, (one complete and two partial). Stripes shall be fabricated from Type III or Type IV reflective sheeting. When recommended by the manufacturer, barrier drums shall be treated to ensure proper adhesion of the reflective sheeting. 9..35.9 Traffic Cones Cones shall conform to the requirements of the MUTCD, except that the minimum height shall be 28 inches. 9..35.10 Tubular Markers Tubular markers shall conform to the requirements of the MUTCD, except that the minimum height shall be 28 inches. Pavement-mounted tubular markers shall consist of a surface-mounted assembly which uses a separate base with a detachable tubular marker held in place by means of a locking device. 9-35.11 Warning Lights and Flashers 111-18 PW-407 _1>3 {rev. 5/18f04] I I I I I I I I I I I I I I I I I I I Warning lights and flashers shall conform to the requirements of the MUTCD. 9-35.12 Truck-Mounted Attenuator The Truck-Mounted Attenuator (TMA) shall be selected from the approved units listed on the Qualified Products List. The TMA shall be mounted on a vehicle with a minimum weight of 15,000 pounds and a maximum weight in accordance with the manufacturer's recommendations. Ballast used to obtain the minimum weight requirement, or any other object that is placed on the vehicle shall be securely anchored such that it will be retained on the vehicle during an impact. The Contractor shall provide certification that the unit complies with NCHRP 230 or 350 requirements. Units fabricated after 1998 must comply with NCHRP 350 requirements. The TMA shall have an adjustable height so that it can be placed at the correct elevation during usage and to a safe height for transporting. If needed, the Contractor shall install additional lights to provide fully visible brake lights at all times. The TMA unit shall have a chevron pattern on the rear of the unit. The standard chevron pattern shall consist of 4-inch yellow stripes, alternating non-reflective black and reflective yellow sheeting, slanted at 45 degrees in an inverted "V' with the "V" at the center of the unit. SECTION 1-99, APWA SUPPLEMENT April 4, 2005 Section 1-07.18.4 (APWA Only) Page 1-134 and 1-135 This section is revised to read: When the Contractor delivers the executed contract for the work to the Contracting Agency it shall be accompanied by a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth above. The certificate must conform to the following requirements: An ACORD certificate Form 25-8, showing the insuring company, policy effective dates, limits of liability and the Schedule of Forms and Endorsements. A copy of the endorsement naming Contracting Agency and any other entities required by the Contract Provisions as Additional Insured(s), and stating that coverage is primary and noncontributory, showing the policy number, and signed by an authorized representative of the insurance company on Form CG2010 (ISO) or equivalent. The certificate(s) shall not contain the following or similar wording regarding cancellation notification to the Contracting Agency: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company." Section 1-10 Temporary Traffic Control (APWA Only) page 141 This section is revised to read: III-19 PW-407_03 [rev. 5/18/04] I I I I I I I I I I I I I I I I I I I 1-10.1(2) Description (APWA only) The third paragraph is revised to read: The Contractor shall provide f1aggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets. sidewalks. or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place City of Port Angeles landfill will accept project waste, e.g. creosote pilings, etc. However, weight tickets must be supplied to the Project Engineer. STANDARD PLANS The Washington State Department of Transportation's Standard Plans for Road, Bridge and Municipal Construction, up to and including any official changes to these Plans issued through July 30,2005 are hereby made a part of this contract. Any conflicts between the Standard Plans and other parts of this contract will be resolved as stated in the Order of Precedence at the beginning of Part III. SUBMITTAL REQUIREMENTS The following is an index of the section contained under Submittal Requirements: SR-01 Material Submittals SR-02 Design Submittals SR-03 Progress Schedule SR-04 As-Built Drawings SR-05 Other Post-Construction Submittals SR-06 Itemized List Of Submittals SR-07 Submittals Review Form SR-Q1 MATERIAL SUBMITTALS The Contractor shall furnish to the City Engineer 3 copies of all material submittals listed in SR-06, "Itemized List Of Submittals". All material submittals or resubmittals shall be accompanied by SR-07, "Submittals Review Form". The location of the specification for each of these items in the Standard Specifications or Special Provisions is indicated in SR-06. If the item description for the material submittal is not the exact brand or model specified in the Contract, then 3 copies of the manufacturer's descriptive literature, catalog cut-sheets, etc., must also be included with the submittal package. III - 20 PW-407 _03.[rev. 5/18/04J I I I I I I I I I I I I I I I I I I I The Contractor shall clearly indicate on all material submittals and copies, the submittal review package number (starting with "1" for the first submittal review package), submittal item number (from SR-06) and the exact item selected. In all cases, the Contractor shall enter the exact brand and model on the "Submittal Review Form" for that particular item. All material submittals shall be submitted within 28 days after award of the Contract. The Contractor should allow 14 calender days from receipt by the City Engineer for review and approval or rejection. For each material resubmittal required, the Contractor should allow an additional? calender days from date of receipt by the City Engineer for review and approval or rejection. Except as provided herein, all requirements of Section 1-05.3, "Plans and Working Drawings", of the Standard Specifications shall apply. NOTE: NO CONSTRUCTION SHALL BE PERFORMED ON ANY PORTION OF THE CONTRACT THAT DOES NOT HAVE APPROVED SUBMITTALS. NO PAYMENT WILL BE MADE FOR DESIGNS INSTALLED WITHOUT APPROVAL AS REQUIRED BY THIS SECTION. SR-02 DESIGN SUBMITTALS Three copies of all design submittals and related shop drawings are required. Shop drawings and electrical schematic details shall be of the size 22" x 34". Each design submittal or resubmittal and related shop drawings shall be listed on the "Submittal Review Form" by the Contractor with an appropriate reference to the attachments submitted. All design submittals shall be stamped by a Professional Engineer registered in the State of Washington. All design submittals are required within 28 days after award of the Contract. The Contractor should allow 14 calender days from receipt by the City Engineer for review and approval or rejection. For each design resubmittal required, the Contractor should allow an additional 14 calender days from date of receipt by the City Engineer for review and approval or rejection. The following are required Design Submittals for this Contract: SR-02.1 TRAFFIC CONTROL PLANS See Section 1-10.2(2) of the Standard Specifications, as modified by the Special Provisions, for submittal requirements for Traffic Control Plans. SR~3 PROGRESS SCHEDULE See Section 1-08.3, as modified in the Special Provisions, for the submittal requirements for a Progress Schedule and regular updates. SR-04 AS-BUILT DRAWINGS Requirements for maintaining As-Builts for the work completed under this Contract are specified in Section 1-05.5 of the Special Provisions above. Final As-Builts shall be 111-21 PW-407_03 (rev. 5/18/04] I I I I I I I I I I I I I I I I I I I submitted to the City Engineer at or before the final inspection for review and approval. As-built drawings must be approved by the City Engineer before final payment will be made. SR-05 OTHER SUBMITTALS REQUIRED DURING OR POST-CONSTRUCTION The Contractor shall furnish the City Engineer with all other post-construction submittals required by the specifications, whether or not listed on the submittal review form. All results of tests the Contractor performs as required by the Contract for quality assurance such as special inspection reports on prefabricated items. pile installation and field welding shall be submitted to the Project Engineer whether or not the test meets the performance standards as required by the specifications. SR-06 ITEMIZED LIST OF SUBMITTALS Below is a summarized list of the submittals required under this contract. ITEM APPLICABLE NO. DESCRIPTION SECTION Design Submittals 1 Traffic Control Plan(s) 1-10 2 Material Certifications 3 Pile Driving Equipment Certification 4 Pile Installation Plan Piling Order Lengths and Piling Geometry Details 5 (Tip and Butt Dimensions) 6 Metal Shop Drawings 7 UHMW Pile Wrap Shop Drawings 8 Progress Schedule 1-08.3 During or Post-Construction Submittals 9 Landfill Weight Tickets 1-04.3 10 Final As-Builts 1-05.5 11 Special Inspection Reports on Prefabricated Items IBC 1704 and 1707 12 Special Inspection Reports on Pile Installation IBC 1704 and 1707 Special Inspection Reports on Structural Field IBC 1704 and 1707 13 Welding III-22 PW-407 _03 [rev. 511a/04] I I I I I I I I I I I I I I I I I I I PW 407_04 Part04 {Revised 5/27/04] PART IV ATTACHMENTS I I I I I I I I I I I I I I I I I I I PW 407_04 Part04 {Revised 5/27/04] Attachment A State of WashiAgton DEPARTMENT OF LABOR'AND INDUSTRIES Prevailing Wage Section - Telephene (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers' wage and benefit rates must add to not less than this total. A brief description of overtime calculation reqUirements is provided on the Benefit Code Key. " I I I I CLALLAM COUNTY Effective 03-03-05 ***************************************************************************************************************** I Classification ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL BOILERMAKERS JOURNEY LEVEL BRICK AND MARBLE MASONS JOURNEY LEVEL CABINET MAKERS (IN SHOP) JOURNEY LEVEL CARPENTERS ACOUSTICAL WORKER BRIDGE, DOCK AND WARF CARPENTERS CARPENTER CREOSOTED MATERIAL DRYWALL APPLICATOR FLOOR FINISHER FLOOR LAYER FLOOR SANDER MILLWRIGHT AND MACHINE ERECTORS PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING SAWFILER SHINGLER STATIONARY POWER SAW OPERATOR STATIONARY WOODWORKING TOOLS CEMENT MASONS JOURNEY LEVEL DIVERS & TENDERS DIVER DIVER TENDER DREDGE WORKERS ASSISTANT ENGINEER ASSISTANT MATE (DECKHAND) BOATMEN ENGINEER WELDER LEVERMAN, HYDRAULIC MAINTENANCE MATES OILER DRYWALL TAPERS JOURNEY LEVEL ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL I I I I I I I I I I I Page 1 I I I PREVAILING WAGE $32.61 $44.97 $39.87 $14.67 $39.11 $38.95 $38.95 $39.05 $39.63 $39.08 $39.08 $39.08 $39.95 $39.15 $39.08 $39.08 $39.08 $39.08 $32.61 $80.62 $41.72 $39.52 $38.76 $39.52 $39.57 $41.04 $38.76 $39.52 $39.16 $39.44 $9.37 (See Benefit Code Key) Over Time Holiday Note Code Code Code 1N 5D 1B 5N 1M 5A 1M 5D 1M 5D 1M 5D 1M 5D 1M 50 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1M 5D 1N 5D 1M 50 8A 1M 5D 1B 5D 8L 1B 5D 8L 18 5D 8L 1B 5D 8L 18 5D 8L 18 5D 8L 1B 5D 8L 18 5D 8L 1J 5B I CLALLAM COUNTY Effective 03-03-05 ********************************************************~*~****************************************************** I (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I ELECTRICIANS - INSIDE CABLE SPLICER $49.51 10 6H CABLE SPLICER (TUNNEL) $53.31 10 6H I CERTIFIED WELDER $47.79 10 6H CERTIFIED WELDER (TUNNEL) $51.41 10 6H CONSTRUCTION STOCK PERSON $24.33 10 6H JOURNEY LEVEL $46.06 10 6H I JOURNEY LEVEL (TUNNEL) $49.51 10 6H ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C I ELECTRICIANS - POWERLlNE CONSTRUCTION CABLE SPLICER $50.84 4A 5A CERTIFIED LINE WELDER $46.37 4A 5A GROUNDPERSON $33.64 4A 5A I HEAD GROUNDPERSON $35.46 4A 5A HEAVY LINE EQUIPMENT OPERATOR $46.37 4A 5A JACKHAMMER OPERATOR $35.46 4A 5A JOURNEY LEVEL L1NEPERSON $46.37 4A 5A I LINE EQUIPMENT OPERATOR $39.50 4A 5A POLE SPRAYER $46.37 4A 5A POWDERPERSON $35.46 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS I JOURNEY LEVEL $12.07 ELEVATOR CONSTRUCTORS MECHANIC $52.27 4A 6Q MECHANIC IN CHARGE $57.41 4A 6Q I FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $13.50 FENCE ERECTORS FENCE ERECTOR $13.80 1 I FENCE LABORER $11.60 1 FLAGGERS JOURNEY LEVEL $27.93 1N 50 GLAZIERS JOURNEY LEVEL $39.96 2E 5G I HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC $41.93 1F 5E HEATING EQUIPMENT MECHANICS MECHANIC $16.00 I HOD CARRIERS & MASON TENDERS JOURNEY LEVEL $33.09 1N 50 INDUSTRIAL ENGINE AND MACHINE MECHANICS MECHANIC $15.65 1 I INDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 INLAND BOATMEN CAPTAIN $35.14 1K 58 I COOK $30.11 1K 5B DECKHAND $29.09 1K 5B ENGINEER/DECKHAND $31.66 1K 5B MATE, LAUNCH OPERATOR $33.24 1K 58 I Page 2 I I I I CLALLAM COUNTY Effective 03-03-05 ********************************************************~*~****************************************************** I (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I INSPECTION/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 I GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.35 1 TV TRUCK OPERATOR $10.53 1 I INSULATION APPLICATORS JOURNEY LEVEL $20.50 IRONWORKERS JOURNEY LEVEL $43.12 18 5A I LABORERS ASPHALT RAKER $33.09 1N 50 BALLAST REGULATOR MACHINE $32.61 1N 50 BATCH WEIGHMAN $27.93 1N 50 I BRUSH CUTTER $32.61 1N 50 BRUSH HOG FEEDER $32.61 1N 5D BURNERS $32.61 1N 5D CARPENTER TENDER $32.61 1N 50 I CASSION WORKER $33.45 1N 5D CEMENT DUMPER/PAVING $33.09 1N 5D CEMENT FINISHER TENDER $32.61 1N 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $32.61 1N 5D I CHIPPING GUN (OVER 30 LBS) $33.09 1N 5D CHIPPING GUN (UNDER 30 LBS) $32.61 1N 50 CHOKER SETTER $32.61 1N 5D CHUCK TENDER $32.61 1N 50 I CLEAN-UP LABORER $32.61 1N 5D CONCRETE DUMPER/CHUTE OPERATOR $33.09 1N 50 CONCRETE FORM STRIPPER $32.61 1N 50 CONCRETE SAW OPERATOR $33.09 1N 5D I CRUSHER FEEDER $27.93 1N 50 CURING LABORER $32.61 1N 5D DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED $32.61 1N 50 DITCH DIGGER $32.61 1N 5D I DIVER $33.45 1N 50 DRILL OPERATOR (HYDRAULIC, DIAMOND) $33.09 1N 5D DRILL OPERATOR, AIRTRAC $33.45 1N 50 OUMPMAN $32.61 1N 50 I EPOXY TECHNICIAN $32.61 1N 50 EROSION CONTROL WORKER $32.61 1N 50 FALLER/BUCKER, CHAIN SAW $33.09 1N 50 FINAL DETAIL CLEANUP (Le., dusting, vacuuming, window cleaning; NOT $25.61 1N 50 I construction debris cleanup) FINE GRADERS $32.61 1N 50 FIRE WATCH $27.93 1N 5D FORM SETTER $32.61 1N 50 I GABION BASKET BUILDER $32.61 1N 50 GENERAL LABORER $32.61 1N 50 GRADE CHECKER & TRANSIT PERSON $33.09 1N 5D I GRINDERS $32.61 1N 50 GROUT MACHINE TENDER $32.61 1N 50 Page 3 I I I I CLALLAM COUNTY Effective 03-03-05 ***************************************************************************************************************** I (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I GUARDRAIL ERECTOR $32.61 1N 50 HAZARDOUS WASTE WORKER LEVEL A $33.45 1N 5D HAZARDOUS WASTE WORKER LEVEL B $33.09 1N 50 I HAZARDOUS WASTE WORKER LEVEL C $32.61 1N 50 HIGH SCALER $33.45 1N 50 HOD CARRIER/MORT ARMAN $33.09 1N 50 JACKHAMMER $33.09 1N 50 I LASER BEAM OPERATOR $33.09 1N 50 MANHOLE BUILOER-MUOMAN $33.09 1N 50 MATERIAL YARDMAN $32.61 1N 50 MINER $33.45 1N 50 I NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $33.09 1N 50 PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER $33.09 1N 50 I PILOT CAR $27.93 1N 50 PIPE POT TENDER $33.09 1N 50 PIPE RELlNER (NOT INSERT TYPE) $33.09 1N 50 PIPELAYER & CAULKER $33.09 1N 50 I PIPELAYER & CAULKER (LEAD) $33.45 1N 50 PIPEWRAPPER $33.09 1N 50 POT TENDER $32.61 1N 50 POWOERMAN $33.45 1N 50 I POWOERMAN HELPER $32.61 1N 50 POWERJACKS $33.09 1N 50 RAILROAD SPIKE PULLER (POWER) $33.09 1N 50 RE- TIMBERMAN $33.45 1N 50 I RIPRAP MAN $32.61 1N 50 ROOOER $33.09 1N 50 SCAFFOLD ERECTOR $32.61 1N 50 SCALE PERSON $32.61 1N 50 I SIGNALMAN $32.61 1N 50 SLOPER (OVER 20") $33.09 1N 50 SLOPER SPRAYMAN $32.61 1N 50 SPREADER (CLARY POWER OR SIMILAR TYPES) $33.09 1N 50 I SPREADER (CONCRETE) $33.09 1N 50 STAKE HOPPER $32.61 1N 50 STOCKPILER $32.61 1N 50 TAMPER & SIMILAR ELECTRIC, AIR & GAS $33.09 1N 50 I TAMPER (MULTIPLE & SELF PROPELLED) $33.09 1N 50 TOOLROOM MAN (AT JOB SITE) $32.61 1N 50 TOPPER-TAILER $32.61 1N 50 I TRACK LABORER $32.61 1N 50 TRACK LINER (POWER) $33.09 1N 50 TRUCK SPOTTER $32.61 1N 50 TUGGER OPERATOR $33.09 1N 50 I VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $32.61 1N 50 VIBRATOR $33.09 1N 50 VINYL SEAMER $32.61 1N 50 WELDER $32.61 1N 50 I WELL-POINT LABORER $33.09 1N 50 Page 4 I I I I CLALLAM .COUNTY Effective D3-03-05 ********************************************************~~~****************************************************** I (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $32.61 1N 50 PIPE LAYER $33.09 1N 50 I LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11.42 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $7.81 LANDSCAPING OR PLANTING LABORERS $7.93 I LATHERS JOURNEY LEVEL $39.63 1M 50 MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST $0.00 I METAL FABRICATION (IN SHOP) FITTER/WELDER $15.16 1 LABORER $11.13 1 MACHINE OPERATOR $10.66 1 I PAINTER $11.41 1 PAINTERS JOURNEY LEVEL $30.76 2B SA PLASTERERS I JOURNEY LEVEL $25.83 PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $7.93 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $51.01 1G SA I POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $37.26 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (3 YO & UNDER) $39.88 1T 50 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YO & UNDER 6 YO) $40.34 1T 50 8L I BACKHOE, EXCAVATOR, SHOVEL (6 YO AND OVER WITH $40.86 1T 50 8L BACKHOES, (75 HP & UNDER) $39.49 1T 50 8L BACKHOES, (OVER 75 HP) $39.88 1T 50 8L BARRIER MACHINE (ZIPPER) $39.88 1T 50 8L I BATCH PLANT OPERA TOR, CONCRETE $39.88 1T 50 8L BELT LOADERS (ELEVATING TYPE) $39.49 1T 50 8L BOBCAT (SKID STEER) $37.26 1T 50 8L BROOMS $37.26 1T 50 8L I BUMP CUTTER $39.88 1T 50 8L CABLEWAYS $40.34 1T 50 8L CHIPPER $39.88 1T 50 8L COMPRESSORS $37.26 1T 50 8L I CONCRETE FINISH MACHINE - LASER SCREED $37.26 1T 50 8L CONCRETE PUMPS $39.49 1T 50 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $39.88 1T 50 8L I CONVEYORS $39.49 1T 50 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $39.49 1T 50 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $39.88 1T 50 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $40.34 1T 50 8L I JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $40.86 1T 50 8L WITH ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $41.40 1T 50 8L I WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON AND UNDER $37.26 1T 50 8L Page 5 I I I I , CLALLAM COUNTY Effective 03-03-05 ***************************************************************************************************************** I (See Benefit Code Key) Over PREVAILING Time Holiday Note I Classification WAGE Code Code Code CRANES,A-FRAME,OVER10TON $39.49 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $41.92 1T 5D 8L ATTACHMENTS I CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) $39.88 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) $40.34 1T 50 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) $40.86 1T 50 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM $40.86 1T 50 8L I CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM $41.40 1T 5D 8L CRUSHERS $39.88 1T 50 8L DECK ENGINEER/DECK WINCHES (POWER) $39.88 1T 5D 8L DERRICK, BUILDING $40.34 1T 5D 8L I DOZERS, 0-9 & UNDER $39.49 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT $39.49 1T 5D 8L DRILLING MACHINE $39.88 1T 5D 8L ELEVATOR AND MANLlFT, PERMANENT AND SHAFT-TYPE $37.26 1T 5D 8L I EQUIPMENT SERVICE ENGINEER (OILER) $39.49 1T 50 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $39.88 1T 50 8L FORK LIFTS, (3000 LBS AND OVER) $39.49 1T 50 8L FORK LIFTS, (UNDER 3000 LBS) $37.26 1T 5D 8L I GRADE ENGINEER $39.49 1T 50 8L GRADECHECKER AND ST AKEMAN $37.26 1T 50 8L GUARDRAIL PUNCH $39.88 1T 5D 8L I HOISTS, OUTSIDE (ELEVATORS AND MANLlFTS), AIR TUGGERS $39.49 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL LOCATOR $39.49 1T 5D 8L HORIZONTAUDIRECTIONAL DRILL OPERATOR $39.88 1T 5D 8L HYDRALlFTS/BOOM TRUCKS (10 TON & UNDER) $37.26 1T 50 8L I HYDRALlFTS/BOOM TRUCKS (OVER 10 TON) $39.49 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YO) $40.34 1T 50 8L LOADERS, OVERHEAD (8 YD & OVER) $40.86 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YO), PLANT FEED $39.88 1T 50 8L I LOCOMOTIVES, ALL $39.88 1T 5D 8L MECHANICS, ALL $40.34 1T 50 8L MIXERS, ASPHALT PLANT $39.88 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $39.88 1T 50 8L I MOTOR PATROL GRADER (NON-FINISHING) $39.49 1T 50 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $40.34 1T 50 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $37.26 1T 50 8L OPERATOR I PAVEMENT BREAKER $37.26 1T 50 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $39.88 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $39.49 1T 50 8L POSTHOLE DIGGER, MECHANICAL $37.26 1T 5D 8L I POWER PLANT $37.26 1T 50 8L PUMPS, WATER $37.26 1T 5D 8L QUAD 9, 0-10, AND HD-41 $40.34 1T 50 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $40.34 1T 50 8L I EQUIP RIGGER AND BELLMAN $37.26 1T 50 8L ROLLAGON $40.34 1T 50 8L ROLLER, OTHER THAN PLANT ROAD MIX $37.26 1T 50 8L I ROLLERS, PLANTMIX OR MULTILlFT MATERIALS $39.49 1T SO 8L ROTO-MILL, ROTQ-GRINDER $39.88 1T 50 8L SAWS, CONCRETE $39.49 1T 50 8L Page 6 I I I I CLALLAM COUNTY Effective 03-03-05 ***************************************************************************************************************** I Classification I SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF-ROAD EQUIPMENT ( UNDER 45 YO) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING OFF-ROAD EQUIPMENT (45 YO AND OVER) SCRAPERS, CONCRETE AND CARRY ALL SCREED MAN SHOTCRETE GUNITE SLlPFORM PAVERS SPREADER, TOPSIDE OPERATOR - BLAW KNOX SUBGRADE TRIMMER TOWER BUCKET ELEVATORS TRACTORS, (75 HP & UNDER) TRACTORS, (OVER 75 HP) TRANSFER MATERIAL SERVICE MACHINE TRANSPORTERS, ALL TRACK OR TRUCK TYPE TRENCHING MACHINES TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) TRUCK CRANE OILER/DRIVER (100 TON & OVER) TRUCK MOUNT PORTABLE CONVEYER WHEEL TRACTORS,FARMALL TYPE YO YO PAY DOZER POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE SPRAY PERSON TREE EQUIPMENT OPERATOR TREE TRIMMER TREE TRIMMER GROUNDPERSON REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL RESIDENTIAL CARPENTERS JOURNEY LEVEL RESIDENTIAL CEMENT MASONS JOURNEY LEVEL RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL RESIDENTIAL ELECTRICIANS JOURNEY LEVEL RESIDENTIAL GLAZIERS JOURNEY LEVEL RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL RESIDENTIAL LABORERS JOURNEY LEVEL RESIDENTIAL PAINTERS JOURNEY LEVEL RESIDENTIAL PLUMBERS & PIPEFITTERS JOURNEY LEVEL I I I I I I I I I I I I I Page 7 I I I PREVAILING WAGE $39.88 $40.34 $39.49 $39.88 $37.26 $40.34 $39.88 $39.88 $39.49 $39.49 $39.88 $39.88 $40.34 $39.49 $39.49 $39.88 $39.88 $37.26 $39.88 $33.06 $31.34 $31.76 $29.48 $21.94 $27.68 $39.87 $17.85 $25.63 $18.00 $27.78 $0.00 $9.86 $18.08 $15.97 $14.60 {See Benefit Code Key) Over Time Holiday Note Code Code Code 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 1T 50 8L 4A 4A 4A 4A 4A 5A 5A 5A 5A 5A 1M 5A 1 1 1 I CLALLAM COUNTY Effective D3-03-05 ***************************************************************************************************************** I {See 8enefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I RESIDENTIAL REFRIGERATION & AIR CONDITIONING JOURNEY LEVEL $48.21 1G 5A RESIDENTIAL SHEET METAL WORKERS I JOURNEY LEVEL (FIELD OR SHOP) $30.22 1J 6L RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $10.88 RESIDENTIAL SPRINKLER FITTERS (FIRE PROTECTION) I JOURNEY LEVEL $19.67 ROOFERS JOURNEY LEVEL $34.53 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $37.53 1R 5A I SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $46.74 1J 6L SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEY LEVEL $19.29 I SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL $12.15 SOFT FLOOR LAYERS JOURNEY LEVEL $32.24 18 5A SOLAR CONTROLS FOR WINDOWS I JOURNEY LEVEL $10.31 18 50 SPRINKLER FITTERS (FIRE PROTECTION) JOURNEY LEVEL $19.67 STAGE RIGGING MECHANICS (NON STRUCTURAL) I JOURNEY LEVEL $13.23 SURVEYORS CHAIN PERSON $9.35 INSTRUMENT PERSON $11.40 I PARTY CHIEF $13.40 TELEPHONE LINE CONSTRUCTION - OUTSIDE CA8LE SPLICER $28.31 28 5A HOLE DIGGER/GROUND PERSON $15.92 28 5A I INSTALLER (REPAIRER) $27.16 28 5A JOURNEY LEVEL TELEPHONE L1NEPERSON $26.34 28 5A SPECIAL APPARATUS INSTALLER I $28.31 28 5A SPECIAL APPARATUS INSTALLER II $27.74 28 5A I TELEPHONE EQUIPMENT OPERATOR (HEAVY) $28.31 28 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $26.34 28 5A TELEVISION GROUND PERSON $15.12 28 5A TELEVISION L1NEPERSON/INSTALLER $20.05 28 5A I TELEVISION SYSTEM TECHNICIAN $23.82 28 5A TELEVISION TECHNICIAN $21.45 28 5A TREE TRIMMER $26.34 28 5A TERRAZZO WORKERS & TILE SETTERS I JOURNEY LEVEL $37.03 1H 5A TILE, MAR8LE & TERRAZZO FINISHERS FINISHER $30.86 1H 5A TRAFFIC CONTROL STRIPERS I JOURNEY LEVEL $31.90 1K 5A TRUCK DRIVERS ASPHALT MIX (TO 16 YARDS) $36.89 1T 5D 8L ASPHALT MIX (OVER 16 YARDS) $37.47 1T 5D 8L I Page 8 I I I I CLALLAM COUNTY Effective 03-03-05 ***************************************************************************************************************** I Classification DUMP TRUCK DUMP TRUCK & TRAILER OTHER TRUCKS TRANSIT MIXER WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER OILER WELL DRILLER PREVAILING WAGE $20.23 $20.23 $37.47 $23.73 $11.60 $9.45 $11.60 (See Benefit Code Key) Over Time Code Holiday Code Note Code I 1 1 1T 1 50 8L I 1 1 1 I I I I I I I I I I I I I I Page 9 I I BENEFIT CODE KEY - EFFECTIVE 03-03-05 ................**.****.............*****..***...............***......*********......................................... I I I 1. I I I I I I I I I I I I I I I OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEFITS ACTUALLY PROVIDED FOR THE WORKER. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS ON SA TURDA Y SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF THE HOURLY RATE OF WAGE. WORK PERFORMED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORK PERFORMED ON A HOLIDAY SHALL BE PAID ONE AND ONE-HALF TIMES THEIR HOURLY RATE FOR ACTUAL HOURS WORKED PLUS EIGHT (8) HOURS OF STRAIGHT TIME FOR THE HOLIDAY. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SA TURDA YS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SA TURDA YS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I I I I I I I I I I I I I I I I I I I BENEFIT CODE KEY - EFFECTIVE 03-03-05 -2- 1. P. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURL Y RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE-UP DAYS, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SA TURDA YS AND SUNDAYS (EXCEPT MAKE-UP DAYS) SHALL BE PAID ATONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SA TURDA Y AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURL Y RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SA TURDA YS AND SUNDAYS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. . E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS, WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. INCLUDING HOLIDAY PAY. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS' WORKED ON HOLIDAYS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. H. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS: WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE,! INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE: HOURLY RATE OF WAGE. J. K. I I ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO : THE HOLIDAY PAY. I M. ALL HOURS WORKED ON SA TURDA YS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I I I I I I I I I I I I I I I I I I I 2. 4. s. BENEFIT CODE KEY - EFFECTIVE 03-03-05 -3 - O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). B. C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SA TURDA Y AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). H. I. N. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). PAID HOLIDAY,S: SEVEN (7) PAID HOLIDAYS. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. PAID HOLIDAYS: NINE (9) PAID HOLIDAYS. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). O. P. Q. R S. T. V. W. X. Y. z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). I 6. I I I I I I I I I I I I I I I I I I 8. BENEFIT CODE KEY - EFFECTIVE 03-03-05 -4- A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE'S DAY, AND CHRISTMAS DAY (9). B. C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY (9). D. H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). 1. L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY. UNPAID HOLIDAY; PRESIDENTS' DAY. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8). S. T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). V. W. x. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALFTIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET OVER 200' - DIVERS MAY NAME THEIR OWN PRICE I 8. D. I L. I M. N. I I I I I I I I I I I I I I I I BENEFIT CODE KEY - EFFECTIVE 03-03-05 -5- WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, I LEVELS C & D: $0.50. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. I I I I I I I I I I I I I I I I I I I Washington State Department of labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. $$1$$ $$2$$ Supplemental To Wage Rates Page 1 I I I I I I I I I I I I I I I I I I I WSDOT's Predetermined List for Suppliers - Manufacturers - Fabricators Below is a list of potentially prefabricated items. originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law. RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course. exceptions to this general list may occur. and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Manhole Ring & Cover - manhole type 1. 2, 3, and 4 for bridges. For use with Catch Basin type 2. The casting to meet AASHTO-M-105, class 30 gray iron casting. See Std. Plan B-1f. B-23a. B-23b, B-23c. and B-23d. X 2. Frame & Grate - frame and Grate for Catch Basin type 1. 1 L. 1 P, 2, 3, 4 and Concrete Inlets. Cast frame may be grade 70-36 steel. class 30 gray cast iron or grade 80-55-06 ductile iron. The cast grate may be grade 70-36 steel or grade 80-55-06 ductile iron. See Std. Plan B-2, B-2a, and B-2b. X 3. Grate Inlet & Drop Inlet Frame & Grate - Frame and Grate for Grate Inlets Type 1 or 2 or Drop Inlet. Angle iron frame to be cast into top of inlet. See Std. Plan B-4b or B-4h. Frames & Grates to be galvanized. X 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 130 inch diameter. X $$1$$ $$2$$ Supplemental To Wage Rates Page 2 I YES NO I I 6. Corrugated Steel Pipe - Steel lock seam corrugated X pipe for culverts and storm sewers, sizes 30 inch I to 120 inches in diameter. May also be treated, 1 thru 5. I 7. Corrugated Aluminum Pipe - Aluminum lock seam X corrugated pipe for culverts and storm sewers, sizes I 30 inch to 120 inches in diameter. May also be treated, #5. I 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for X mounting sign structures, luminaries and other I items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. I 9. Aluminum Pedestrian Handrail - Pedestrian handrail X I conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.15(3). I 10. Major Structural Steel Fabrication - Fabrication of X I major steel items such as trusses, beams, girders, etc., for bridges. I 11. Minor Structural Steel Fabrication - Fabrication of X minor steel items such as special hangers, brackets, access doors for structures, access ladders for I irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description I and shop drawings. I 12. Aluminum Bridge Railing Type BP - Metal bridge railing X conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in I accordance with Section 9-28.15(3). I I $$1$$ Supplemental To Wage Rates $$2$$ Page 3 I YES NO I 13. Concrete Piling--Precast-Prestressed concrete piling for X I use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. Shop drawings for approval shall be provided per Section 6-05.3(3) of the Std. Spec. I 14. Manhole Type 1, 2, 3 and 4 - Precast Manholes with risers X I and flat top slab and/or cones. See Std. Plans. I 15. Drywell - Drywell as specified in Contract Plans. X I 16. Catch Basin - Catch Basin type 1, 1 L, 1 P, 2, 3, and 4, X including risers, frames maybe cast into riser. See I Std. Plans. I 17. Precast Concrete Inlet - Concrete Inlet with risers, X frames may be cast into risers. See Std. Plans. I 18. Drop Inlet Type 1 - Drop Inlet Type 1 with support X I angles and grate. See Std. Plans B-4f and B-4h. I 19. Drop Inlet Type 2 - Drop Inlet type 2 with support X angles and grate. See Std. Plans B-4g and B-4h. I 20. Grate Inlet Type 2 - Grate Inlet Type 2 with risers and X top unit with bearing angles. I I 21. Precast Concrete Utility Vaults - Precast Concrete X utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings I are to be provided for approval prior to casting. I I $$1$$ Supplemental To Wage Rates I $$2$$ Page 4 I YES NO I 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. I I 23. Valve Vault - For use with underground utilities. X See Contract Plans for details. I 24. Precast Concrete Barrier - Precast Concrete Barrier for X use as new barrier or may also be used as Temporary Concrete I Barrier. Only new state approved barrier may be used as permanent barrier. I 25. Reinforced Earth Wall Panels - Reinforced X Earth Wall Panels in size and shape as shown in I the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after I facilities inspection, contact HQ. Lab. I 26. Precast Concrete Walls - Precast Concrete Walls - X tilt-up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used. I I 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. I 28. 12, 18 and 26 inch Standard Precast Prestressed X Girder - Standard Precast Prestressed Girder for use in I structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. I See Std. Spec. Section 6-02.3(25)c. I' I I $$1$$ Supplemental To Wage Rates I $$2$$ Page 5 I YES NO I 29. Prestressed Concrete Girder Series 4-14- X Prestressed Concrete Girders for use in structures. I Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. I Spec. Section 6-02.3(25)c. I 30. Prestressed Tri-Beam Girder - Prestressed Tri-Beam X Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. I Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. I 31. Prestressed Precast Hollow-Core Slab - Precast X Prestressed Hollow-core slab for use in structures. I Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)c. I I 32. Prestressed-Bulb Tee Girder - Bulb Tee Prestressed X Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to I casting girders. See Std. Spec. Section 6-02.3(26)A. I 33. Monument Case and Cover - To meet AASHTO-M-105 class X 30 gray iron casting. See Std. Plan H-7. I Cantilever Sign Structure - Cantilever Sign Structure X 34. I fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans G-3, G-3a, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. I I 35. Mono-tube Sign Structures - Mono-tube Sign Bridge X fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. I I $$1$$ Supplemental To Wage Rates I $$2$$ Page 6 I YES NO I 36. Steel Sign Bridges - Steel Sign Bridges fabricated X I from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans G-2, G2a, G-2b, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. I I 37. Steel Sign Post - Fabricated steel sign posts as detailed X in Std. Plan G-8. Shop drawings for approval are to be provided prior to fabrication. I 38. Light Standard-Prestressed - Spun, prestressed, hollow, X I concrete poles. I 39. Light Standards - Lighting Standards for use X on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. I Plan J-1, J-1 a, and J-1 b. See Special Provisions for pre-approved drawings. I 40. Traffic Signal Standards - Traffic Signal Standards for X use on highway and/or street signal systems. Standards I to be fabricated to conform with methods and material as specified on Std. Plans J-1, J-7a, J-7c, and J-8. See Special Provisions for pre-approved drawings. I Traffic Curb, Type A or C Precast - Type A or C X 41. I Precast traffic curb, for use in construction of raised channelization, and other traffic delineation uses such as parking lots, rest areas, etc. NOTE: Acceptance based on inspection of Fabrication Plant I and an advance sample of curb section to be submitted for approval by Engineer. I I I I I $$1$$ Supplemental To Wage Rates $$2$$ Page 7 \ I I I I I I I I I I I I I I I I I I I YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following signing materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed. x X custom std. msg msg 43. Cutting & bending reinforcing steel X 44. Guardrail components X X custom standard end sect. sect. 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics X 48. Electrical wiring/components X 49. treated or untreated timber piles X 50. Girder pads (elastomeric bearing) X $$1$$ $$2$$ Supplemental To Wage Rates Page 8 I YES NO I 51. Standard Dimension lumber X I 52. Irrigation components X I I 53. Fencing materials X I 54. Guide Posts X I 55. Traffic Buttons X I 56. Epoxy X I 57. Cribbing X I I 58. Water distribution materials X I 59. SteellH" piles X I 60. Steel pipe for concrete pile casings X I 61. Steel pile tips, standard X I 62. Steel pile tips, custom X I I I $$1$$ Supplemental To Wage Rates I $$2$$ Page 9 I I I I I I I I I I I I I I I I I I I WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/05 METAL FABRICATION (IN SHOP) Classification Fitter Welder Machine Operator Painter Laborer Welder Machine Operator Painter Fitter Welder Machine Operator Painter Laborer Fitter Welder Machine Operator Painter Laborer $$1$$ $$2$$ Over PREVAILING Time Holiday Note WAGE Code Code Code Counties Covered: Adams, Asotin, Columbia, Douglas, Ferry, Franklin, Garfield Kittitas, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla and Whitman 12.76 12.76 12.66 10.20 8.13 Counties Covered: Benton 16.70 10.53 9.76 Counties Covered: Chelan 15.04 12.24 9.71 9.93 8.77 Counties Covered: Clallam, Grays Harbor. Island, Jefferson, Lewis, Mason, Pacific, San Juan and Skagit 15.16 15.16 10.66 11.41 11.13 Supplemental To Wage Rates Page 10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I METAL FABRICATION (IN SHOP) 03/03/05 I Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I Counties Covered: Clark I Layerout 26.12 1J 68 Fitter 25.76 1J 68 Welder 25.22 1J 68 I Painter 22.64 1J 68 Machine Operator 20.04 1J 68 Laborer 19.50 1J 68 I Counties Covered: Snohomish I Fitter 15.38 1 Welder 15.38 1 Machine Operator 8.84 1 I Painter 9.98 1 Laborer 9.79 1 Counties Covered: I Spokane Fitter 12.59 1 I Welder 10.80 1 Machine Operator 13.26 1 Painter 10.27 1 Laborer 7.98 1 I Counties Covered: Thurston I Layerout 25.07 1R 6T Fitter 23.02 1R 6T I Welder 20.99 1R 6T Machine Operator 18.74 1R 6T Laborer 14.88 1R 6T I Counties Covered: Whatcom I Fitter/Welder 13.81 1 Machine Operator 13.81 1 Laborer 9.00 1 I I $$1$$ Supplemental To Wage Rates I $$2$$ Page 11 I I METAL FABRICATION (IN SHOP) 03/03/05 I Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I Counties Covered: Yakima I Fitter 12.00 1 Welder 11.32 1 Machine Operator 11.32 1 I Painter 12.00 1 Laborer 10.31 1 I Counties Covered: Cowlitz Fitter 23.72 18 6V I Welder 23.72 18 6V Machine Operator 23.72 18 6V Laborer 15.87 18 6V I Counties Covered: Grant I Fitter 10.79 1 Welder 10.79 1 Painter 7.45 1 I Counties Covered: King I Fitter 15.86 1 Welder 15.48 1 Machine Operator 13.04 1 I Painter 11.10 1 Laborer 9.78 1 I Counties Covered: Kitsap I Fitter 26.96 1 Welder 13.83 1 Machine Operator 13.83 1 Laborer 7.35 1 I I I $$1$$ Supplemental To Wage Rates I $$2$$ Page 12 I I METAL FABRICATION (IN SHOP) 03/03/05 I Over PREVAILING Time Holiday Note Classification WAGE Code Code Code I Counties Covered: Klickitat, Skamania and Wahkiakum I FitterlWelder 16.99 1 Machine Operator 17.21 1 Painter 17.03 1 I Laborer 10.44 1 Counties Covered: I Pierce Fitter ' 15.25 1 Welder 13.98 1 I Machine Operator 13.98 1 Laborer 9.25 1 I I I I I I I I I I $$1$$ Supplemental To Wage Rates I $$2$$ Page 13 I I I I I I I I I I I I I I I I I I I WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/05 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asotin, Benton, Columbia, Douglas, Ferry, Garfield, Grant, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla, and Whitman All Classifications 9.96 1 Counties Covered: Franklin All Classifications 11.50 1 Counties Covered: King All Classifications 11.90 2K 6S Counties Covered: Pierce All Classifications 9.28 1 Counties Covered: Chelan, Kittitas, Klickitat and Skamania All Classifications 8.61 1 Counties Covered: Clallam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, Kitsap, Lewis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston, Wahkiakum All Classifications 13.50 1 $$1$$ $$2$$ Supplemental To Wage Rates Page 14 I I I I I I I I I I I I I I I I I I I WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 03/03/05 FABRICATED PRECAST CONCRETE PRODUCTS Classification Over PREVAILING Time Holiday Note WAGE Code Code Code Counties Covered: Spokane 20.23 1 Counties Covered: Yakima 8.65 1 7.35 1 Counties Covered: Whatcom 13.67 1 All Classifications Craftsman Laborer All Classifications $$1$$ $$2$$ Supplemental To Wage Rates Page 15 I I I I I I I I I I I I I I I I I I I Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L&I) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administrating the provisions of WAC 296-127-018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and non-covered workers shall be directed to State L&I at (360) 902-5330. Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296-127-018 for the production and/or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. $$1$$ $$2$$ Supplemental To Wage Rates Page 16 I I I I I I I I I I I I I I I I I I I ESAC DIVISION - TELEPHONE (206) 586-6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504-4540 August 18, 1992 TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296-127-018 This memo is intended to provide greater clarity regarding the application of WAC 296-127-018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery . PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. $$1$$ $$2$$ Supplemental To Wage Rates Page 17 I I I I I I I I I I I I I I I I I I I STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries SUBJECT: Notice re WAC 296-127-018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material supplier regulations, WAC 296-127-018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete. Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296-127-018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504-4510, or call (360) 902-5310. Please publish the above Notice in WSR 99-13. If you have questions or need additional information, please call Selwyn Walters at 902-4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager $$1$$ $$2$$ Supplemental to Wage Rates 18 I I I I I I I I I I I I I I I I I I I fJW 407_04 Part04 [Revised 5/27104] Attachment B I I I I I I I I I I I I I I I I I I I REQUEST FOR INFORMATION (RFI) FORM PROJECT NAME: Port Anaeles Municipal Pier Repair PROJECT/CONTRACT NUMBER: 03-18 ORIGINATOR: 0 Owner ITEM: REFERENCE DRAWING OR SPECIFICATION: DESCRIPTION OF CLARIFICATION/REQUEST: o Contractor DATE REPLY REQUESTED: CRITICAL TO SCHEDULE: 0 YES 0 NO ORIGINATOR SIGNATURE: DATE: COMMENTS: RFI Number: PW 407_04 Part04 .[Revised 5/27/04] I CONTRACT CHANGE d~bER (CCO) NO. I I Project Name Port Angeles Municipal Pier Repair Date I Contractor Project No. 03-18 I DESCRIPTION OF WORK You are ordered to perform the following described work upon receipt of an approved copy of this Change Order: I 1. Describe work here 2. Additional work, etc.... I Such work will be compensated by: check one or more of the following as applicable [ ] Increase or [ Decrease in bid items; [ ] Force Account; [ ] Negotiated Price: The described work affects the existing contract items and/or adds and/or deletes bid items as follows: I I Item Description No. Qty. Unit $ Cost Per Unit $ Cost RFI# I Rev. 2 Orig. Rev. I ORIGINAL CURRENT EST. NET CHANGE TOTAL CHANGE ORDERS, EST. CONTRACT AFTER CONTRACT CONTRACT THIS CHANGE ORDER INCLUDING THIS ONE THIS CHANGE ORDER * * * . * DAYS: XX DAYS:YY DAYS: zz DAYS: XX+ZZ-YY DAYS: YY+ZZ I I I I * Amount with applicable sales tax included All work, materials and measurements to be in accordance with the provisions of the original contract and/or the standard specifications and special provisions for the type of construction involved. The payments and/or additional time specified and agreed to in this order Include every claim by the Contractor for any extra payment or extension of time with respect to the work described herein, including delays to the overall project. I PROJECT ENGINEER CITY ENGINEER CONTRACTOR PUBLIC WORKS & UTILITIES DIRECTOR CITY MANAGER CITY COUNCIL APPROVAL DATE: I I I PW 407_04 Part04 [Revised 5/27/04] I I I I I I I I I I I I I I I I I I I PW 407_04 Part04 {Revised 5/27/04] Attachment C I I I I I I I I I I I I I I I I I I I CONTRACTOR'S APPLICATION FOR PAYMENT PORT ANGELES MUNICIPAL PIER REPAIR, PROJECT NO. 03-18 Page 1 of 2 TO: City of Port Angeles DATE: Public Works & Utilities Department P.O. Box 1150 Port Angeles, W A 98362 I FROM: PAYMENT REQUEST NO. PERIOD From: to [end of period]: STATEMENT OF CONTRACT ACCOUNT 1 Original Contract Amount [Excluding Sales Tax] $ 2 Approved Change Order No(s). [Excluding Sales Tax] $ 3 Adjusted Contract Amount (1 +2) $ I 4 Value of Work Completed to Date [per attached breakdown] $ 5 Material Stored on Site [per attached breakdown] $ 6 Subtotal (4+5) $ 7 8.3% Sales Tax [at 8.3% of subtotal], As Applicable $ 8 Less Amount Retained [at 5% of subtotal] $ 9 Subtotal (6+7-8) $ 10 Total Previously Paid [Deduction] $ 11 AMOUNT DUE THIS REQUEST (9-10) $ WAIVER OF CLAIMS FOR EXTRA COST OR TIME: The undersigned Applicant waives and releases, up through the date hereof, any and all claims for costs or item extensions arising out of or relating to extra or changed work or delays or acceleration not specifically identified and reserved in the amounts identified below or previously acknowledged in writing by the City of Port Angeles. CERTIFICATE OF THE CONTRACTOR: I hereby certify that the work performed and the materials supplied through the ending period date noted above represent the actual value of accomplishment under the terms of the contract (and all authorized changes) between the Applicant and the City of Port Angeles, relating to the above referenced project, and that the remaining contract balance is sufficient to cover all costs of completing the work in accordance with the contract documents. Continued on Page 2 PW 407_04 Part04 {Revised 5/27/04] I I I I I I I I I I I I I I I I I I I CONTRACTOR'S APPLICATION FOR PAYMENT Page 2 of 2 I also certify that all lower-tier payments, less applicable retention, have been made by the Applicant for the periods covered by previous payment(s) received by the Applicant to (1) all lower- tier subcontractors/ suppliers, and (2) for all materials, equipment and labor used or in connection with the performance of this contract. I further certify that I have complied with all federal, state and local tax laws, including Social Security laws and Unemployment Compensation laws and Workmen's Compensation laws, insofar as applicable to the performance of this work, and have paid all such taxes, premiums and/or assessments arising out of the performance of the work. I further certify that, to the best of my knowledge, information and belief, all work for which previous payment(s) have been received shall be free and clear of liens, claims, security interests and encumbrances in favor of the Contractor, subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the work. Within seven (7) days of receipt of the payment requested herein, all payments, less applicable retention, will be made through the period covered by this pay request to all my lower-tier subcontractors/suppliers and for all materials, equipment, labor, taxes and assessments arising out of the performance of all said lower-tire work. DATED: CONTRACTOR: SIGNATURE: PRINTED NAME AND TITLE: SUBSCRIBED AND SWORN to before me this day of ,20_. Notary Public in and for the State of residing at My appointment expires APPROVAL: Project Manager Date City Engineer Date PW 407_04 Part04 {Revised 5/27/04] I I I I I I I I I I I I I I I I I I I PW 407_04 Palt04 [Revised 5/27/04] Attachment D I I I I I I I I I I I I I I I I I I I 03-'~ .08 FORTANGELES WAS H I N G TON, U. S. A. SHORELINE SUBSTANTIAL DEVELOPMENT EXEMPTION October 26, 2004 TO: City of Port Angeles Public Works and Utilities FROM: Brad Collins, Director Community Development Department SUBJECT: Replacement oftimber piling, fender piles, and cross bracing Port Angeles Municipal Pier The Department of Community Development has received your proposal to replace damaged timber piles, timber fender piles, and repair cross bracing at the Port Angeles Municipal Pier. The repair is necessary to maintain the integrity of the pier and to avoid emergency repair in the future. The work shall be done substantially in accord with the JARP A received by this Department on October 22,2004, and is exempt from a shoreline substantial development permit subject to WAC 173-27- 040(2)(b). Normal maintenance or repair of existing structures including damage by accident, fire or elements" is exempt under WAC 173-27 -040(2)(b). "Normal maintenance" includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. Normal repair means to "... restore a development to a state comparable to its original condition ... within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to shoreline resource or environment." The exemption does not preclude any permits required from another agency. Please feel free to contact this office if you require further assistance. ~~ Bra Collins, Director Department of Community Development cc: Department of Ecology, Shorelands Division Bob Burkle, Department ofFish and Wildlife Army Corps of Engineers I I I I I I I I I I I I I I I I I .. . Coastal RCW 71.55.220 _ Appeal pursuant to Chapter ~.05 RCW 48 Devonshire Road Montesano, WA 98563 (360) 249-4628 , Control Number: 100749-1 ' FPAlPublic Notice #: Washington Department of FISH and WILDLIFE HYDRAULIC PROJECT APPROVAL Issue Date: March 07, 2005 Expiration Date: March 07, 2007 PERMITTEE City of Port Angeles ATTENTION: Terri Partch 321 East Fifth Street Port Angeles WA, 98362-0217 360-417-4811( ) Fax: 360-417-4709 AUTHORIZED AGENT OR CONTRACTOR Reid Middl~ton ATTENTION: Shannon Kins 728134th Street SW, Suite Everett WA, 98204 425-741-3800 Fax: 425-741-3900 Project Name: Project Description: Replacement of timber piling, fender piles and cro Replacement of timber piling, fender piles and cross bracing PROVISIONS 1. Work below the ordinary high water line shall not occur from February 15 through July 15 of any year for the protection of migrating juvenile salmonids. 2. The 32 creosote fender piling and 18 each creosote timber piling (plumb piling) shall be removed and disposed of upland such that they do not enter waters of the state. Piling shall be removed whole, using vibratory extractor. If piling are broken off in the process, then the piling shall be cut- off a minimum 3 feet below the mud line and capped with clean sand (< 1/8 inch sized diameter). Fender piling shall be cut into 4-foot lengths prior to disposal. 3. The 32 creosote fender piling and 18 each plumb piling shall be replaced with ACZA, or chemonite piling. All replacement ACZA fender piling shall be equiped with Ultra High Molecular Wieght (UHMW) type rubbing strips on those portions of the piling that will come into contact with vessels, or other water craft. 4. The 81 damaged, longitudinal and transverse braces shall be replaced with ACZA treated wood. 5. All ACZA treated wood shall have undergone one or more of the following BMPs to minimize leaching of contaminants into the water or the bed (note: see amendment to Best Management Practices (BMPs) for the Use of Treated Wood in AquatiC Environments, BMP Amendment #1, April 17, 2002): a. Aqua-Ammonia Steaming Cycle (AASC); b. Post Treatment Kiln Drying; c. Minimum Plant Holding Time(MPHT). In addition to recommendations for the ACZA BMPS- Amendment #1 for MPHT treatment, all ACZA treated wood shall be held under cover a minimum 3 weeks at a constant temperature that meets, or exceeds '600F. If the ambient temperature is less than 600F, then ACZA treated wood must undergo the Post Treatment Kiln Drying, noted above; d. In-Retort Ammonia Removal Plus Plant Holding Time (MPHT), as conditioned in previous section (C), but held under cover, for a minimum of 1-week, at a constant temperature that meets, or Page 1 of 4 exceeds 600F. ~..~ ~.;- :'-~:1 ~~~~:Jiff-o~ireatment methods shall be verified by providing a signed and dated certifICation 'j" fr.Omatinto'p .1.' f ~ ~ . \ Ii I i ~f' tJon At{ijCtu~Y~ire cable, or rope shall be removed and diposed of upland. r' 'L~,.. Z Beach.~J}~ssions created during project activities shall be reshaped to preproject beach _..."'_ ~v~1 upo~ ~roject ~mpletion. I 8. Project activities shall be conducted to minimize siltation of the beach area and bed. I I I I I I I I I I I I I . ... ,- Washington Department of . FISH and WILDLIFE HYDRAULIC PROJECT APPROVAL Coastal 48 Devonshire Road Montesano. WA 98563 (360) 249-4628 Control Number: 100749-1' FPAlPublic Notice #: .Issue Date: March 07, 2005 Expiration Date: March 07, 2007 9. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Department of Ecology at 1-800-258-5990, and to the Area Habitat Biologist listed below. 10. All debris or deleterious material resulting from construction shall be removed from the beach area and bed and prevented from entering waters of the state. 11. No petroleum products or other deleterious materials shall enter surface waters. 12. Project activities shall not degrade water quality to the detriment of fish life. PROJECT LOCATIONS Location #1 Port Angeles Work Start:03-07-2005 Work End:03-07-2007 WRIA WATERBODY TRIBUTARY TO COUNTY - Wria 18 Marine 18.9060 Straits Clallam 1/4 SEC. Section Township: Range: Latitude: Longitude E 1/2 3 30N 06W N 48.11973 W 123.42932 DRIVING DIRECTIONS: 315 North Liceln Street, Port Angeles, WA NOTES APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to the provisions of the Washington State Fisheries and Wildlife Code, specifically RCW 77.55 (formerly RCW 75.20). Additional authorization from other public agencies may be necessary for this project. The person(s) to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal) that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions Page 2 of 4 :.;-' . I . ~ I I I I I I I I I I I I I I I I I I .. . 'Washington Department of '. FISH and WilDLIFE Issue Date: March 07, 2005 Expiration Date: March 07, 2007 Coastal 48 Devonshire Road Montesano, WA 98563 (360) 249-4628 Control Number: 100749-1 FPAlPublic Notice #: HYDRAULIC PROJECT APPROVAL followed by the person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s) to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approvat. ' Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor ,charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The person(s) to whom this Hydraulic Project Approval is issued has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All Hydraulic Project Approval s issued pursuant to RCW n .55.110 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the person(s) to whom this Hydraulic Project Approval is issued: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.170. APPEALS INFORMATION IF YOU WISH TO APPEAL THE ISSUANCE OR DENIAL OF, OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (J'IAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100,77.55.110,77.55.140, 77.55.190, 77.55.200, and 77.55.290: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A)The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; or (B)An order imposing civil penalties. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or issuance of a Hydraulic Project Approval or receipt of an order imposing civil penalties. If agreed to by the aggrieved party, and the aggrieved party is the Hydraulic Project Approval applicant, resolution of the concerns will be facilitated through discussions with the Area Habitat Biologist and his/her supervisor. If resolution is not reached, or the aggrieved party is not the Hydraulic Project Approval applicant, the Habitat Environmental Services Division Manager or hislher designee shall conduct a review and recommend a decision to the Director or his/her designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. Page 3 of4 ..... I ( I I I I I I I I, I I I I I I I I I I . . II i":~ Washington '_ Department of FISH and WILDLIFE .... .. - HYDRAULIC PROJECT APPROVAL , Issue Date: March 07, 2005 Expiration Date: March 07, 2007 Coastal 48 Devonshire Road Montesano, WA 98563 (360) 249-4628 Control Number: 100749-1 FPAlPublic Notice #: B. FORMAL APPEALS (JVAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.140: A person who is aggrieved or adversely affected by the following Department actions may request a formal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; (B) An order imposing civil penalties; or (C) Any other 'agency action' for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife HPA Appeals Coordinator, shall be plainly labeled as 'REQUEST FOR FORMAL APPEAL' and shall be RECEIVED DURING OFFICE HOURS by the Department at 600 Capitol Way North, Olympia, Washington 985'01-1091, within 30-days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shaff be within 30-days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110, 77.55.200, 77.55.230, or 77.55.290: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The request for FORMAL APPJ:AL shall be in WRITING to the Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459-6327. D. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO CHAPTER 43.21 L RCW: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The FORMAL APPEAL shall be in accordance with the provisions of Chapter 43.21 L RCW and Chapter 199-08 WAC. The request for FORMAL APPEAL shall be in WRITING to the Environmental and Land Use Hearings Board at Environmental Hearings Office, Environmental and Land Use Hearings Board, 4224 Sixth 'Avenue SE, Building Two - Rowe Six, P.O. Box 40903, Lacey, Washington 98504; telephone 360/459-6327. E. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. ENFORCEMENT OFFICER: Sergeant Rhoden (32) P3 David Molenaar 360-249-1224 ~~-.. - for Director Habitat Biologist WDFW cc: Jessica Winkler, or Ron Wilcox, USACE, Seattle Page 4 of4 I I I I I I I I I I I I I I I I I I I . "'" .. DEPARTMENT OF THE ARMY SEATTLE DISTRICT, CORPS OF ENGINEERS P.O. BOX 3755 SEATTLE, WASHINGTON 98124-3755 , REPLY TO ATTENTION OF FEB 4 3lO5 rr f2 ~ ITfi' 'n \'. n I~ ~ 1. I ! r\ lS .n;'~ I! \// r-:::' ',if""\ \ It I 'I I __ :;;F:'::> J -' '---,! \" !!I' J r -----ni :! " ll~ I " " 1 q i i~ i 11\ '1 J i;( I; I Iii!" FEB 2005 i:1 IIi /U Ul 10! - j I I Regulatory Branch City of Port Angeles Terri Partch, Assistant Civil Engineer 321 East Fifth Street Post Office Box 1150 Port Angeles, Washington 98362-0217 Reference: 200401357 Port Angeles, City of Ladies and Gentlemen: Our regulatory program utilizes a series of nationwide permits (NWPs) to authorize specific categories of work that have minimal impact on the aquatic environment when conducted in accordance with the permit conditions (Federal Register, January 15,2002, Vol. 67, No. 10). Based on the information you provided to us, NWP 3, Maintenance, authorizes your proposal to replace up to 50 support and fender piles and 81 timber braces and place up to 8 cubic yards of clean sand, as depicted on the enclosed drawings dated November 2004. The project would occur in Port Angeles Harbor at Port Angeles, Washington. In order for this NWP authorization to be valid, you must ensure that the work is performed in accordance with the enclosed Nationwide Permit 3, Terms and Conditions and the following special conditions that we have added to ensure that this project would have no more than a minimal adverse impact on the aquatic environment: a. You must implement and abide by the Endangered Species Act (ESA) requirements and/or agreements set forth in your Reference Biological Evaluation Specific Project Information Form, dated August 31, 2004, in it's entirety. You must also comply with the conditions included in the enclosed General Implementation Conditions. The U.S. Fish and Wildlife Service (USFWS) concurred with a finding of "may affect, not likely to adversely affect" based on this document on January 27,2005 (USFWS Reference Number 1-3-05-1-0068 and 1-3-0S-1C-0069). The National Marine Fisheries Service (NMFS) concurred with a finding of "may affect, not likely to adversely affect" based on this document on November 22, 2004 (NMFS Reference Number WSB-OO-S82). Both agencies will be informed of this permit issuance. Failure to comply with the commitments made in this document constitutes non-compliance with the ESA and your Corps permit. The USFWS/NMFS is the appropriate authority to determine compliance with ESA. I- I I I I I I I I I I I I I I I I I I .. -2- b. In order to protect Puget Sound Chinook and bull trout, the permittee may conduct the authorized activities from July 16 through February 15 in any year this permit is valid. The permittee shall not conduct work authorized by this permit from February 16 through July 15 in any year this permit is valid. In order for this NWP authorization to be valid, the Washington State Department of Ecology (Ecoiogy) must have issued or waived Section 401 Water Quality Certification (WQC) [and, for Washington's 15 coastal counties, concurred with or waived a Coastal Zone Management (CZM) consistency determination]. Based on our review of the proposed work, the Corps has determined that the proposed work will be in compliance with Ecology's WQC and CZM consistency determination concurrence requirements for this NWP. Therefore, no further coordination with Ecology is required. We have reviewed your project pursuant to the requirements of the Endangered Species Act (ESA). After consulting with the National Marine Fisheries Service and the U.S. Fish and Wildlife Service, we have determined that this project meets the requirements ofNWP National General Condition 11 provided you comply with special conditions "a" and "b" listed above. We have completed an "approved jurisdictional determination" for the project area. The Corps has determined that the line of mean higher high water as shown on the enclosed drawings dated November 2004, accurately identify the jurisdictional limits of waters of the U.S. in the project area. This approved jurisdictional determination is valid for a period of 5 years from the date of this letter unless new information warrants revision of the determination. You have the right to administratively appeal this determination. For information about our administrative appeal process, please visit our web site listed below. Our verification of this NWP is valid for 2 years from the date of this letter unless the NWP is modified or revoked prior to that date. If the authorized work has not been completed by that date, please contact us to discuss the status of your authorization. This verification includes a preliminary jurisdictional determination that is not appealable. If this project complies with all terms and conditions of this NWP, you will need no further authorization from us. However, you must still obtain all State and local permits that apply to your project. Also, we remind you that failure to comply with all terms and conditions of this NWP verification invalidates your authorization and could result in a violation of Section 404 of the Clean Water Act and/or Section 10 of the 1899 Rivers and Harbors Act. Upon completing the authorized work, please fill out and return the enclosed Certificate of Compliance with Department of the Army Permit form to the address indicated on the form. Your signature on this form is our assurance that the completed work and any required mitigation was conducted in accordance with the terms and conditions of this NWP. I . I I I I I I I I I I I I I I I I I I .. -3- Thank you for your cooperation during the pennit process. Your efforts help us protect our nation's aquatic resources, including wetlands. We are interested in your thoughts and opinions concerning your experience with our Regulatory Program and encourage you to complete a customer service survey form. This form and information about our administrative appeal process is available on our web site at: www.nws.usace.arlnv.mil/reg.html. A copy of this letter without enclosures will be furnished to Ms. Shannon Kinsella, Ried Middleton, 728 134tb Street Southwest, Suite 200, Everett, Washington 98204. If you have any questions about this letter or our regulatory program, please contact me at (206) 764-5528 or via email atJessica.G.Winkler@usace.army.mil. ~ 1JP!- Jessica Winkler, Project Manager South Application Review Section Enclosures I I I I I I I I I I I I I I I I I I I LOCATION MAP NOT TO SCALE " ~~~. 10 ~~~II tuT1OlW-,.uJt .i 1I~ 08/31/2004 1:17 pm 1:\24\04\005\Pormlt\Prml-l.d"'l ~ ~ VICINITY MAP NOT TO SCALE PURPOSE: REPAIR DAMAGED TIMBER PILING, FENDER PILING. BRACING AND REMOVE WIRE CABLE PORT ANGELES MUNICIPAL PIER VICINITY AND LOCATION MAP DATUM: MLLW = 0.0' ADJACENT PROPERTY OWNERS: 1. PORT OF' PORT ANGELES 2. WHC 839. LLC 3. VOANG KHOAN NAME: CITY OF PORT ANGELES ADDRESS: 321 EAST FIFTH STREIT P.O. BOX 1150 PORT ANGELES, WA 98362 t I I I I II i iNmf' ..... """'011 C2000 ~ 7281J4th ~ 51'Slie 700 .. I . I Eftfe!l lasllilgtlll1 !18204 fit 425 741-3lm IN: PORT ANGELES HARBOR AT: CITY OF PORT ANGELES COUNTY OF: CLALLAM APPLICATION BY: CITY OF' PORT ANGELES ~CXJ40 /35*?- SHEET 1 OF 6 DATE: NOV 2004 1- . I I I I- I I I I" I I I I I I I I I I ,. ,. ~ ,. ,. ~ ....~~ ,~,f(:If~ ,. , ~ i ~ ,. ~ .... (~ I r I I I ~I II I I I I I I '! II .....--...... ,. , \ \ \ \ -, I I I - J J I I I I I , I I , I I I o I I I I I I I I I I I I I I I , i liQIE: EXISTING PILING NOT SHOWN FOR CLARIlY / / I / r'/ I I r I I I I I o P_,~ .,~~ I I I I I I I I , SCAlE: 1 ~"80' PIER PLAN 11/03/2004 PURPOSE: REPAIR DAMAGED TIMBER PILING. rENDER PILING. BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER SCALE IN rEET IN: PORT ANGELES HARBOR AT: CITY OF PORT ANGELES COUNTY OF: CLALLAM APPLICATION BY: CITY or PORT ANGELES ~O O'/tJOI3 ~=1- DATUM: MLLW = 0.0' I 80 , 80 o ADJACENT PROPERTY OWNERS: 1. PORT OF PORT ANGELES 2. WHC 839. LLC 3. VOANG KHOAN NAME: CITY OF PORT ANGELES ADDRESS: 321 EAST FIfTH STREET P.O. BOX 1150 PORT ANGELES. WA 98362 SHEET 2 or 6 DATE: NOV 2004 I I I I I I I I I I I I I I I I I I I \ -g ~ ! = I 9 -= =- T ~ T ~~" . . . . . lI- . ,. . . t . . . I HI l- . J Hl ~ o t II U I II I \: Z . . If 1IIIIlllj f j ~ .) ffllnUf,...'f~1 lfjI...e \;..;J. 'I 1:1 ffllr:t-fd'" WI. tU-.1 :I. ...J. 1 ~ IhunrUUll, I ~ -<D-il -f) bf).G-f)in"~..H .+ ~ .. '+ ~ ~I ~ l ! t := :- -,. ~ T :+@+" ~. -- ~ ~ PILE PLAN INSPECTION RESULTS NO SCALE (ECHtLON ENGINEERING. INC) 11/09/2004 2:38 pm 1:\24\04\OO5\PonnIl\PrmI-3.dwg PURPOSE: REPAIR DAMAGED TIMBER PILING. FENDER PILING. BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER ADJACENT PROPERlY OWNERS: 1. PORT OF PORT ANGELES 2. WHC 839. LLC 3. VOANG KHOAN NAME: CllY or PORT ANGELES ADDRESS: 321 EAST FIfTH STREET P.O. BOX 1150 PORT ANGELES. WA 98362 IN: PORT ANGELES HARBOR' AT: CITY or PORT ANGELES COUNTY OF': ClALlAM APPLICATION BY: 1:1TY OF' PORT ANGELES ;'Oo4b/35?- SHE"ET 3 OF' 6 DATE: NOV 2004 DATUM: MLLW = 0.0' I I I I. I I I I I I I I I I I I I I I IN: PORT ANGELES HARBOR AT: CITY OF PORT ANGELES COUNTY OF: CLALLAM APPLICATION BY: CITY OF PORT ANGELES ;'004 DIJ~=1- . . 30' -0. 30'-0. EXISTING 4.xS. TIMBER BRACING. TYP. (fROM ECHELON INSPECTION REPORT) PARTIAL EXISTING BRACING PLAN NOT TO SCALE 08/31/2004 1:17 pm ~\24\04\OOS\Porml\\Prmt-3.d.9 PURPOSE: REPAIR DAMAGED TIMBER PILING. FENDER PILING. BRACING AND REMOVE WIRE CABLE PORT AN GELES MUNICIPAL PIER PARTIAL BRACING PLAN DATUM: MLLW = 0.0' ADJACENT PROPERTY OWNERS: 1. PORT OF PORT ANGELES 2. WHC 839. LLC 3. VOANG KHOAN NAME: CITY OF PORT ANGELES ADDRESS: 321 EAST fiFTH STREET P.O. BOX 1150 PORT ANGELES. WA 98302 SHEET 4 Of 6 ~ . 10 I io . o I g, . 10 I io ~ DATE: NOV 2004 4 I" I I I I I I I- I, I. I I I I I I I I I EXISTING 4"x8" TIMBER BRACING THROUGH - BOLTED TO PILING REMOVE (81) EXISTING DAMAGED BRACING AND REPLACE WITH NEW 4"x8" TIMBER BRACING DECK El EXISTING TIMBER B +17.00 . \ 7 .r~ 60 +7.60 ~_ -= - - - .. - - - I - - - ~EXI 4")(8" ~J TIM RACING - - ,\ I - - U lJ DER PILE. SHEET F 6 MHW +6.90~ MHHW MLW +2.50 ~ MLLW 0_ $- STING BER CAMEL MUD LINE . APPROX. EL -19.0[,. 1 5 TYPICAL ELEVATION NOT TO SCALE lYPICAL SECTION NOT TO SCALE TYPICAL PIER ELEVATION AND SECTION NOT TO SCALE 11/03/2004 4:45 pm t\24\0<4\OO5\Pltmf1\PrmI-5.dwg DATUM: MLLW = 0.0' PORT AN GELES MUNICIPAL PIER TYPICAL ELEVATION AND SECTION IN: PORT ANGELES HARBOR AT: CllY OF PORT ANGELES COUNlY OF: CLALLAM I APPLICATION BY: CllY or PORT ANGELES: JooL/OI3S-::;' ! SHEET 5 OF 6 DATE: NOV 2004 PURPOSE: REPAIR DAMAGED TIMBER PILING. FENDER PIUNG, BRACING AND REMOVE WIRE CABLE ADJACENT PROPERlY OWNERS: 1. PORT OF PORT ANGELES 2. WHC 839. LLC 3. VOANG KHOAN NAME: CllY OF PORT ANGELES ADDRESS: 321 EAST FIFTH STREET P.O. BOX 1150 PORT ANGELES. WA 98362 I I I I I I I I I I I I I I I I I I I .' EXISTING TIMBER FENDER PIL-E 1 Ox 16 TIMBER CHOCK RUBBER FENDER 10x16 TIMBER WALER 1/2" CHAIN W/ SHACKLE EXISTING FENDER SYSTEM NOT TO SCALE NEW TIMBER FENDER PILE UHMW OR HOPE 1/2" CHAIN W/ SHACKLE PROPOSED FENDER SYSTEM NOT TO SCALE 11/03/2004 4:38 pm 1:\24\04\005\Pormll\Prml-tl.dwg DATUM: MLLW = 0.0' PORT AN GELES MUNICIPAL PIER TYPICAL ELEVATION AND SECTION IN: PORT ANGELES HARBOR AT: CITY Of' PORT ANGELES COUNTY Of': CLALLAM , APPLICATION BY: CITY Of' PORT ANGELES ).004 () 13!J:; SHEET 6 Of' 6 DATE: NOV 2004 PURPOSE: REPAIR DAMAGED TIMBER PILING, FENDER PILING. BRACING AND REMOVE WIRE CABLE ADJACENT PROPERTY OWNERS: 1. PORT OF PORT ANGELES 2. WHC 8.'39. lLC .'3. VOANG KHOAN NAME: 'CITY OF PORT ANGELES ADDRESS: .'321 EAST FIFTH STREET P.O. BOX 1150 PORT ANGELES, WA 98362 I" I I I I I I I I, I I I I I I I I I I ~ us Army Corps of Engineers @) Seattle DIslricl NATIONWIDE PERMIT 3 Terms and Conditions Effective Date: March 18, 2002 A. Description of Authorized Activities - page 1 B. COIpS Regional Specific Conditions for this NWP - page 2 C. EP A, Puyallup Tribe and Chehalis Tribe WQC Conditions for this NWP - page 3 D. State WQC Conditions for this NWP - page 3 E. State CZM Consistency Determination Conditions for this NWP - page 4 F. Corps National General Conditions for all NWPs - page 4 G. Corps Regional General Conditions for all NWPs - page 11 H. Additional Limitations on the Use ofNWPs - page 13 1. Further Information - page 13 In addition to any special condition that may be required on a case-by-case basis by the District Engineer, the following terms and conditions must be met, as applicable, for a Nationwide Permit 3 authorization to be valid in Washington State. A. DESCRIPTION OF AUTHORIZED ACTIVITIES Maintenance. Activities related to: (i) The repair, rehabilitation, or replacement of any previously authorized, currently serviceable, structure, or fill, or of any currently serviceable structure or fill authorized by 33 CPR 330.3, provided that the structure or fill is not to be put to uses differing from those uses specified or contemplated for it in the original permit or the most recently authorized modification. Minor deviations in the structure's configuration or filled area including those due to changes in materials, construction techniques, or current construction codes or safety standards which are necessary to make repair, rehabilitation, or replacement, are permitted, provided the adverse environmental effects resulting from such repair, rehabilitation, or replacement are minimal. Currently serviceable means useable as is or with some maintenance, but not so degraded as to essentially require reconstruction. This NWP authorizes the repair, rehabilitation, or replacement of those structures or fills destroyed or damaged by storms, floods, fire, or other discrete events, provided the repair, rehabilitation, or replacement is commenced, I I I I or is under contract to commence, within two years of the date of their destruction or damage. In cases of catastrophic events, such as hurricanes or tornadoes, this two-year limit may be waived by the District Engineer, provided the permittee can demonstrate funding, c~ntract, or other similar delays. (ii) Discharges of dredged or fill material, including excavation, into all waters of the US to remove accumulated sediments and debris in the vicinity of, and within, existing structures (e.g., bridges, culverted road crossings, water intake structures, etc.) and the placement of new or additional riprap to protect the structure, provided the permittee notifies the District Engineer in accordance with General Condition 13. The removal of sediment is limited to the minimum necessary to restore the waterway in the immediate vicinity of the structure to the approximate dimensions that existed when the structure was built, but cannot extend further than 200 feet in any direction from the structure. The placement of riprap must be the minimum necessary to protect the structure or to ensure the safety of the structure. All excavated materials must be deposited and retained in an upland area unless otherwise specifically approved by the District Engineer under separate authorization. Any bank stabilization measures not directly associated with the structure will require a separate authorization from the District Engineer. (Sections 10 and 404) I I I (ill) REVOKED I This permit does not authorize maintenance dredging for the primary purpose of navigation and beach restoration. This permit does not authorize new stream channelization or stream relocation projects. Any work authorized by this permit must not cause more than min;mal degradation of water quality, , more than minimal changes to the flow characteristics of the stream, or increase flooding (See General Conditions 9 and 21). (Sections 10 and 404) I I NOTE: This NWP authorizes the repair, rehabilitation, or replacement of any previously authorized structure or fill that does not qualify for the Section 404(f) exemption for maintenance. I B. CORPS REGIONAL CONDITIONS FOR THIS NWP I I I I I I Regional Condition for NWP 3(i) - Maintenance, Repair The repair or replacement of existing permitted bank protection must incorporate the least environmentally damaging practicable methods. These methods include but are not limited to the use of bioengineering, biotecbnical design, root wads, large woody debris, native plantings, and fish friendly riprap designs. Regional Condition for NWP 3(ii) - Sediment Removal, Riprap Placement The permittee must avoid and minimize discharges into waters of the United States at the project site to the maximum extent practicable, and the "Notification" must include a written justification to the District Engineer detailing compliance with this condition. To enable the Corps in making this determination, the notification must include the following assessments: a. Why the discharge must occur in waters of the United States and why avoidance or additional minimization cannot be achieved. b. How the proposed project incorporates least environmentally damaging practicable bank protection methods. These methods include but are not limited to the use of bioengineering, biotechnica1 design, root wads, large woody debris, native plantings, and fish friendly riprap designs. I I 2 I I I I I I I I I I I I I I I I I I I C. EP A, Puyallup Tribe and Chehalis Tribe WQC CONDITIONS FOR THIS NWP EP A, Puyallup Tribe and Chehalis Tnbe water quality certification (WQC) has been denied without prejudice. An individual WQC is required for all Section 404 activities. D. STATE WQC CONDITIONS FOR THIS NWP State WQC has been partially denied without prejudice for this permit An individual 401 Certification is required for projects or activities authorized under this NWP if the project/activity will likely result in any of the following adverse effects: 1. The project or activity will likely cause or contnbute to an exceedance of a State water quality standard (WAC 173-201A) or sediment quality standard (WAC 173-204). The requirement to obtain an individua1401 certification shall not apply to projects or activities that are carried out in accordance with the following permits, approvals, or management practices. These projects are presumed to comply with state water quality standards including state sediment management standards: a. Projects or activities where the discharges authorized under this NWP are explicitly authorized or covered by a National Pollutant Discharge Elimination System permit. b. Projects, activities or portions of projects or activities designed, constructed and maintained in accordance with the stormwater standards and practices contained in the most current version of Ecology's Stormwater Manual or an Ecology approved equivalent c. For WSDOT in-water or over-water construction and maintenance activities, an individua1401 certification is not required for those projects carried out in compliance with 2 through 4 below and the Ecology approved Implementing Agreement regarding compliance with the state of Washington Surface Water Quality Standards. Compliance with this condition will be determined through receipt of a signed statement by the WSDOT project engineer or maintenance supervisor, guaranteeing that the project will meet the latest Ecology approved Water Quality Implementing Agreement for work In-Water. This statement shall be sent to the COIps of Engineers along with the JARP A application. 2. For projects/activities not designed in accordance with either Ecology's stormwater manual or an Ecology approved equivalent, or for projects where there is credIble site specific information which indicates that the pennits, approvals, or management practices identified above will not be sufficient to meet state water quality standards, the applicant may provide documentation with the application that the project/activity will otherwise comply with state water quality standards. An individua1401 Certification is required for projects which are unable to provide documentation that the project/activity will otherwise comply with state water quality standards. 3. Projects or activities that cause or contnbute to a discharge to a water body on the state's list of impaired waterbodies [i.e., the 303( d) list] and the discharge may result in further exceedances of a specific parameter the water body is listed for. The current list of303(d)-listed waterbodies is available on Ecology's web site at http://www.ecy.wa.go'V/programslwq/303d11998/wrias/1998_water _segs.pdf or by contacting Ecology's Federal Pennits staff. NOTE: An individual 401 Certification will not be required if the applicant provides documentation showing that the project or activity will either not result in a discharge containing the listed parameter or, ifpresent, the parameter will not contribute to an increased impairment of the waterbody. 4. Projects that do not incorporate structures and/or modifications beneficial for fish or wildlife habitat (e.g., soil bioengineering, biotechnical design, rock barbs, etc.). 3 I I I I I I I I I I I I I I I I I I I NOTE: An individua1401 certification will not be required if the project/activity is designed and constructed in accordance to guidelines developed by the Washington State Department ofFish and Wildlife. .' r ' E. STATE CZM CONSISTENCY DETERMINATION CONDITIONS FOR TmS NWP The Coastal Zone Management (CZM) Consistency Determination has been partially denied without prejudice for this NWP. An individual CZM Consistency Response must be obtained for projects requiring individua1401 Certification and located within counties in the coastal zone. F. CORPS NATIONAL GENERAL CONDITIONS FOR ALL NWPs 1. Navigation. No activity may cause more than a minimal adverse effect on navigation. 2. Proper Maintenance. Any structme or fill authorized shall be properly maintained, including maintenance to ensure public safety. 3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods oflow-flow or no-flow. 4. Aquatic Life Movements. No activity may substantially disrupt the necessary life-cyc1e movements of those species of aquatic life indigenous to the water body, including those species that normally migrate through the area, unless the activity's primary pUIpOSe is to impound water. Culverts placed in streams must be installed to maintain low flow conditions. 5. Equipment. Heavy equipment working in wetlands must be placed on mats, or other measures must be taken to minimi7.e soil distmbance. 6. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state or tnbe in its Section 401 Water Quality Certification and Coastal Zone Management Act consistency determination. 7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System; or in a river officially designated by Congress as a "study river" for possible inclusion in the system, while the river is in an official study status; unless the appropriate Federal agency, with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation, or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency in the area (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). 8. Tribal Rights. No activity or its operation may impair reserved tnbal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 9. Water Quality. (a) In certain states and tnballands an individua1401 Water Quality Certification must be obtained or waived (See 33 CFR 330.4( c)). (b) For NWPs 12, 14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or tnbal401 certification (either generically or individually) does not require or approve water quality management measures, the permittee must provide water quality management measures that will ensure that the authorized work does not result in more than 4 I~ I I I I I I I I I I I I I I I I I I minimal degradation of water quality (or the Corps determines that compliance with state or local standards, where applicable, will ensure no more than minimal adverse effect on water quality). An important component of water quality management includes stonnwater management that minimizes degradation of the downstream aquatic'system, including water quality (refer to General Condition 21 for stonnwater management requirements). Another important component of water quality management is the establishment and maintenance of vegetated buffers next to open waters, including streams (refer to General Condition 19 for vegetated buffer requirements for the NWPs). This condition is only applicable to projects that have the potential to affect water quality. While appropriate measures nmst be taken, in most cases it is not necessary to conduct detailed studies to identify such measures or to require monitoring. 10. Coastal Zone Management. In certain states, an individual state coastal zone management consistency concurrence must be obtained or waived (see 33 CFR 330.4( d)). ' 11. Endangered Species. (a) No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal - Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. Non- federal pennittees shall notify the District Engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the project, or is located in the designated critical habitat and shall not begin work on the activity until notified by the District Engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that may affect Federally-listed endangered or threatened species or designated critical habitat, the notification must include the name(s) of the endangered or threatened species that may be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed work. As a result of fonnal or informal consultation with the FWS or NMFS the District Engineer may add species-specific regional endangered species conditions to the NWPs. (b) Authorization of an activity by a NWP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, both lethal and non-lethal "takes" of protected species are in violation of the ESA. Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the USFWS and NMFS or their world wide web pages at http://wwwfws.gov/r9endspp/endspp.html and http://www.nmft.noaa.gov/prot]es/overview/es.html respectively. 12. Historic Properties. No activity which may affect historic properties listed, or eligible for listing, in the National Register of Historic Places is authorized, until the District Engineer bas complied with the provisions of33 CFR part 325, Appendix C. The prospective pennittee must notify the District Engineer if the authorized activity may affect any historic properties listed, determined to be eligible, or which the prospective permittee bas reason to believe may be eligtble for listing on the National Register of Historic Places, and shall not begin the activity until notified by the District Engineer that the requirements of the National Historic Preservation Act have been satisfied and that the activity is authorized. Information on the location and existence ofhistorlc resources can be obtained from the State Historic Preservation Office and the National Register of Historic Places (see 33 CFR 330.4(g)). For activities that may affect historic properties listed in, or eligtble for listing in, the National Register of Historic Places, the notification must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. 13. Notification. (a) Timing: Where required by the tenns of the NWP, the prospective permittee nmst notify the District Engineer with a preconstruction notification (PeN) as early as possible. The District Engineer must determine if the notification is complete within 30 days of the date of receipt and can request additional information necessary to make the PCN complete only once. However, if the prospective pennittee does not provide all of the requested information, then the District Engineer will notify the prospective permittee that the notification is still incomplete and the PCN review process will not commence until all of the requested information bas been received by the District Engineer. The prospective pennittee shall not begin the activity: 5 I I I I I I I I I I I I I I I I I I I (1) Until notified in writing by the District Engineer that the activity may proceed under the NWP with any special conditions imposed by the District or Division Engineer; or , , (2) If notified in writing by the District or Division Engineer that an Individual Permit is required; or (3) Unless 45 days have passed from the District Engineer's receipt of the complete notification and the prospective permittee has not received written notice from the District or Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be modified, suspend~ or revoked only in accordance with the procedure set forth in 33 CFR. 330.5( d)(2). (b) Contents of Notification: The notification must be in ~ting and include the following information: (1) Name, address and telephone numbers of the prospective permittee; (2) Location of the proposed project; (3) Brief description of the proposed project; the project's pmpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s), Regional General Permit(s), or Individual Permit(s) used or intended to be used to authorize any part of the proposed project or any related activity. Sketches should be provided when necessary to show that the activity complies with the terms of the NWP (Sketches usually clarify the project and when provided result in a quicker decision.); (4) ForNWPs 7,12,14,18,21,34,38,39,40,41,42, and 43, the PCNmust also include a delineation of affected special aquatic sites, including wetlands, vegetated shallows (e.g., submerged aquatic vegetation, seagrass beds), and riffle and pool complexes (see paragraph 13(f)); (5) For NWP 7 (Outfall Structures and Maintenance), the PCN must include information regarding the original design capacities and configurations of those areas of the facility where maintenance dredging or excavation is proposed; (6) For NWP 14 (Linear Transportation Projects), the'pCN must include a compensatory mitigation proposal to offset permanent losses of waters of the US and a statement descnbing how temporary losses of waters of the US will be m;n;mized to the maximum extent practicable; (7) For NWP 21 (Surface Coal Mining Activities), the PCN must include an Office ofSurfilce Mining (OSM) or state-approved mitigation plan, if applicable. To be authorized by this NWP, the District Engineer must determine that the activity complies with the terms and conditions of the NWP and that the adverse environmental effects are minimal both individually and cumulatively and must notify the project sponsor of this determination in writing; (8) For NWP 27 (Stream and Wetland Restoration Activities), the PCN must include documentation of the prior condition of the site that will be reverted by the permittee; (9) For NWP 29 (Single-Family Housing), the PCN must also include: (i) Any past use of this NWP by the Individual Permittee and/or the permittee's spouse; (ii) A statement that the single-family housing activity is for a personal residence of the permittee; (ill) A description of the entire parcel, including its size, and a delineation of wetlands. For the pwpose of this NWP, parcels ofland measuring 1/4-acre or less will not require a formal on-site delineation. However, the applicant shall provide an indication of where the wetlands are and the amount of wetlands that exists on the property. For parcels greater than 1/4-acre in size, formal wetland delineation must be prepared in accordance with the current method required by the Corps. (See paragraph 13(f)); 6 I - I I I I' I I I I I I I I I I I I I I (iv) A written description of all land (including, if available, legal descriptions) owned by the prospective permittee and/or the prospective permittee's spouse, within a one mile radius of the parcel, in any form of ownership (including any land owned as a partner, corporation, joint tenant, co-tenant,' or as a tenant-by-the-entirety) and any land on which a purchase and sale agreement or other contract for sale or purchase has been executed; (10) For NWP 31 (Maintenance of Existing Flood Control Facilities), the prospective permittee must either notify the District Engineer with a PCN prior to each maintenance activity or submit a five year (or less) maintenance plan. In addition, the PCN must include all of the following: (i) Sufficient baseline information identifying the approved channel depths and configurations and existing facilities. Minor deviations are authorized, provided the app~ved flood control protection or drainage is not increased; (ii) A delineation of any affected special aquatic sites, including wetlands; and, (ill) Location of the dredged material disposal site; (11) For NWP 33 (Temporary Construction, Access, and Dewatering), the PCN must also include a restoration plan of reasonable measures to avoid and minimi7,e adverse effects to aquatic resomces; (12) For NWPs 39, 43 and 44, the PCN must also include a written statement to the District Engineer explaining ~ow avoidance and J1linimi7'Btion for losses of waters of the US were achieved on the project site; (13) For NWP 39 and NWP 42, the PCN must include a compensatory mitigation proposal to offset losses of waters of the US or justification explaining why compensatory mitigation should not be required. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; . (14) For NWP 40 (Agricultural Activities), the PCN must include a compensatory mitigation proposal to offset losses of waters of the US. This NWP does not authorize the relocation of greater than 300 linear-feet of existing serviceable drainage ditches constructed in non-tidal streams unless, for drainage ditches constructed in intermittent non-tidal streams, the District Engineer waives this criterion in writing, and the District Engineer bas determined that the project complies with all terms and conditions of this NWP, and that any adverse impacts of the project on the aquatic environment are minimal, both individually and cumulatively; (15) For NWP 43 (Stormwater Management Facilities), the PCN must include, for the construction of new storm water management facilities, a maintenance plan (in accordance with state and local requirements, if applicable) and a compensatory mitigation proposal to offset losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the activity complies with the other terms and conditions of the NWP, determine adverse environmental effects are minimal both individually and cumulatively, and waive the limitation on stream impacts in writing before the permittee may proceed; (16) For NWP 44 (Mining Activities), the PCN must include a description ofall waters of the US adversely affected by the project, a description of measures taken to minimize adverse effects to waters of the US, a description of measures taken to comply with the criteria of the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and non-tidal wetlands adjacent to headwaters and any hard rock/mineral mining activities); (17) For activities that may adversely affect Federally-listed endangered or threatened species, the PCN must include the name(s) of those endangered or threatened species that may be affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work; and 7 I I I I I I I I I I I I I I I I I I I . (18) For activities that may affect historic properties listed in, or eligIble for listing in, the National Register of Historic Places, the PCN must state which historic property may be affected by the proposed work or include a vicinity map indicating the location of the historic property. ' , (c) Form of Notification: The standard Individual Permit application form (Form ENG 4345) may be used as the notification but must clearly indicate that it is a PCN and must include aU of the information required in (b) (I} (18) of General Condition 13. A letter containing the requisite information may also be used. (d) District Engineer's Decision: In reviewing the PCN for the proposed activity, the District Engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest The prospective permittee may submit a proposed mitigation plan with the PCN to expedite the process. The District Engineer will consider any proposed compensatory mitigation the applicant has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment of the proposed work are minimal. If the District Engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse effects on the aquatic environment are minimal, after considering mitigation, the District Engineer will notify the permittee and include any conditions the District Engineer deems necessary. The District Engineer must approve any compensatory mitigation proposal before the permittee commences work. If the prospective permittee is required to submit a compensatory mitigation proposal with the PCN, the proposal may be either conceptual or detailed. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the District Engineer will expeditiously review the proposed compensatory mitigation plan. The District Engineer must review the plan within 45 days of receiving a complete PCN and determine whether the conceptual or specific proposed mitigation would ensure DO more than minimal adverse effects on the aguatic environment If the net adverse effects of the project on the aquatic environment (after consideration of the compensatory mitigation proposal) are determined by the District Engineer to be minimal, the District Engineer will provide a timely written response to the applicant The response will state that the project can proceed under the terms and conditions of the NWP. If the District Engineer determines that the adverse effects of the proposed work are more than minimal, then the District Engineer will notify the applicant either: (1) That the project does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an Individual Permit; (2) that the project is authorized under the NWP subject to the applicant's submission of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level; or (3) that the project is authorized under the NWP with specific modifications or conditions. Where the District Engineer determines that mitigation is required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation or a requirement that the applicant submit a mitigation proposal that would reduce the adverse effects on the aquatic environment to the minimal level. When conceptual mitigation is included, or a mitigation plan is required under item (2) above, no work in waters of the US will occur until the District Engineer has approved a specific mitigation plan. (e) Agency Coordination: The District Engineer will consider any comments from Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. For activities requiring notification to the District Engineer that result in the loss of greater than 1/2-acre of waters of the US, the District Engineer will provide immediately (e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate Federal or state offices (USFWS, state natural resource or water quality agency, EPA, State Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception ofNWP 37, these agencies will then have 10 calendar days from the date the material is transmitted to telephone or fax the District Engineer notice that they intend to provide substantive, site-specific comments. If so contacted by an agency, the District Engineer will wait an additional 15 calendar days before making a decision on the notification. The District Engineer will fully consider agency comments received within the specified time frame, but will provide no response to the resource agency, except as provided below. The District Engineer will indicate in the administrative record associated with each notification that the resource agencies' concerns were considered. As required by section 30S(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act, the District Engineer will provide a response to NMFS within 30 days of receipt of any Essential Fish Habitat conservation recommendations. Applicants are encouraged to provide the Corps multiple copies of notifications to expedite agency notification. 8 I. · I. I I I I I I I I I I I I I I I I I (f) Wetland Delineations: Wetland delineations must be prepared in accordance with the cmrent method required by the Corps (For NWP 29 see paragraph (b )(9)(iii) for parcels less than (lI4-acre in size). The permittee may ask the' Corps to Clelineate the special aquatic site. There may be some delay if the Corps does the delineation. Furthermore, the 4S-day period will not start until the wetland delineation has been completed and submitted to the Corps, where appropriate. 14. Compliance CertificatioD. Every permittee who has received NWP verification from the CoIps will submit a signed certification regarding the completed work and any required mitigation. The certification will be forwarded by the Corps with the authorization letter and will include: (a) A statement that the authorized work was done in accordance with the Corps authorization, including any general or specific conditions; , (b) A statement that any required mitigation was completed in accordance with the pennit conditions; and (c) The signature of the permittee certifying the completion of the work and mitigation. 15. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prolnbited, except when the acreage loss of waters of the US authorized by the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit (e.g. if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total project cannot exceed 1I3-acre). 16. Water Supply Intakes. No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may occur in the proximity of a public water supply intake except where the activity is for repair of the public water supply intake structures or adjacent bank stabilization. 17. Shellfish Beds. No activity, including structures and work innavigable waters of the US or discharges of dredged or fill material, may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWP 4. 18. Suitable MateriaL No activity, including structures and work in navigable waters of the US or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the CW A). 19. Mitigation. The District Engineer will consider the factors discussed below when determining the acceptability of appropriate and practicable mitigation necessary to offset adverse effects on the aquatic environment that are more than nnnimal (a) The project must be designed and constructed to avoid and minimi7.e adverse effects to waters of the US to the maximum extent,practicable at the project site (i.e., on site). (b) Mitigation in all its forms (avoiding, minimizing, rectifying, reducing or compensating) will be required to the extent necessary to ensure that the adverse effects to the aquatic environment are minimal (c) Compensatory mitigation at a minimum one-for-one ratio will be required for all wetland impacts requiring a PCN, unless the District Engineer determines in writing that some other form of mitigation would be more environmentally appropriate and provides a project-specific waiver of this requirement. Consistent with National policy, the District Engineer will establish a preference for restoration of wetlands as compensatory mitigation, with preservation used only in exceptional circumstances. (d) Compensatory mitigation (i.e., replacement or substitution of aquatic resources for those impacted) will not be used to increase the acreage losses allowed by the acreage limits of some of the NWPs. For example, 1/4-acre of wetlands cannot be created to change a 3/4-acre loss of wetlands to a 1I2-acre loss associated with NWP 39 verification. However, 112-acre of created wetlands can be used to reduce the impacts of a 112-acre loss of wetlands to the minimum impact level in order to meet the minimal impact requirement associated with NWPs. 9 I I I I (e) To be practicable, the mitigation must be available and capable of being done considering costs, existing technology, and logistics in light of the overall project pmposes. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferably in the same watershed. I (f) Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement for the establishment, maintenance, and legal protection (e.g., easements, deed restrictions) of vegetated buffers to open waters. In many cases, vegetated buffers will be the only compensatory mitigation required. Vegetated buffers should consist of native species. The width of the vegetated buffers required will address documented water quality or aquatic habitat loss concerns. Normally, the vegetated buffer will be 25 to 50 feet wide on each side of1he stream, but the District Engineers may require slightly wider vegetated buffers to address documented water quality or habitat loss concerns. Where both wetlands and open waters exist on the project site, the Corps will determine the appropriate compensatory mitigation (e.g., stream buffers or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where vegetated buffers are determined to be the most appropriate form of compensatory mitigation, the District Engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland impacts. I I I I (g) Compensatory mitigation proposals submitted with the "notification" may be ei1her conceptual or detailed. If conceptual plans are approved under the verification, then the Corps will condition the verification to require detailed plans be submitted and approved by the Corps prior to construction of the authorized activity in waters of the US. ' (h) Permittees may propose the use of mitigation banks, in-lieu fee arrangements or separate activity-specific compensatory mitigation. In all cases that require compensatory mitigation, the mitigation provisions will specify the party responsible for accomplishing and/or complying with the mitigation plan. I I 20. Spawning Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are not authorized. I 21. Management of Water Flows. To the maximum extent practicable, the activity must be designed to maintain preconstruction downstream flow conditions (e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict or impede the passage of normal or expected high flows (unless the primary purpose of the fill is to impound waters) and the structure or discharge of dredged or fill material must withstand expected high flows. The activity must, to the maximum extent practicable, provide for retaining excess flows' from the site, provide for maintaining surface flow rates from the site similar to preconstIUction conditions, and provide for not increasing water flows from the project site, relocating water, or redirecting water flow beyond preconstruction conditions. Stream channelizing will be reduced to the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce adverse effects such as flooding or erosion downstream and upstream of the project site, unless the activity is part of a larger system designed to manage water flows. In most cases, it will not be a requirement to conduct detailed studies and monitoring of water flow. This condition is only applicable to projects that have the potential to affect waterflows. While appropriate measures must be taken, it is not necessary to conduct detailed studies to identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps will defer to state and local authorities regarding management of water flow. I I I I 22. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to the acceleration of the passage of water, and/or the restricting its flow shall be minimized to the maximum extent practicable. This includes structures and work in navigable waters of the US, or discharges of dredged or fill material. I 23. Waterfowl Breeding Areas. Activities, including structures and work in navigable waters of the US or discharges of dredged or fill material, into breeding areas for migratory waterfowl must be avoided to the maximum extent practicable. I I 10 I. · I I I I I I I I, I I I I I I I I I I 24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and the affected areas retum~ to their preexisting elevati~ I 25. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs, state natural heritage sites, and outstanding national resource waters or other waters officially designated by a state as having particular environmental or ecological significance and identified by the District Engineer after notice and opportunity for public comment The District Engineer may also designate additional critical resource waters after notice and opportunity for comment (a) Except as noted below, discharges of dredged or fill material into waters of the US are not authorized by NWPs 7,12,14, 16, 17,21,29,31,35,39,40,42,43, and 44 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Discharges of dredged or fill materials into waters of the US may be authorized by the above NWPs in National Wild and Scenic Rivers if the activity complies with General Condition 7. Further, such discharges may be authorized in designated critical habitat for Federally listed threatened or endangered species if the activity complies with General Condition 11 and the USFWS or the NMFS has concurred in a determination of compliance with this condition. (b) For NWPs 3,8, 10, 13, IS, 18, 19,22,23,25,27,28,30,33,34,36,37, and 38, notification is required in accordance with General Condition 13, for any activity proposed in the designated critical resource waters including wetlands adjacent to those waters. The District Engineer may authorize activities under these NWPs only after it is determined that the impacts to the critical resource waters will be no more than minimal. 26. Fills Within tOO-Year Floodplains. For purposes of this General Condition, l00-year floodplains will be identified through the existing Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps. (a) Discharges in Floodplain; Below Headwaters. Discharges of dredged or fill material into waters of the US within the mapped l00-year floodplain, below headwaters (i.e., 5 cfs), resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, 43, and 44. (b) Discharges in Floodway; Above Headwaters. Discharges of dredged or fill material into waters of the US within the FEMA or locally mapped floodway, resulting in permanent above-grade fills, are not authorized by NWPs 39, 40, 42, and 44. (c) The permittee must comply with any applicable FEMA-approved state or local floodplain management requirements. 27. Construction Period. For activities that have not been verified by the Corps and the project was connnenced or under contract to commence by the expiration date of the NWP (or modification or revocation date), the work must be completed within 12-months after such date (including any modification that affects the project). For activities that have been verified and the project was commenced or under contract to commence within the verification period, the work must be completed by the date determined by the Corps. For projects that have been verified by the Corps, an extension of a Corps approved completion date maybe requested. This request must be submitted at least one month before the previously approved completion date. G. CORPS REGIONAL GENERAL CONDITIONS FOR ALL NWPs 1. Mature Forested and Bog and Bog-like Wetlands. The use ofNWPs is specifically prolnbited in mature forested wetlands or bog and bog-like wetlands or just these components of a wetland system (as defined in the Definition section of this Public Notice), except for projects provided coverage under the following NWPs: 11 I. I I I I I I I I I I I I I I I I I I NWP 3(i,ii) - NWP 20 NWP 32 NWP 38 NWP 40(a) - Maintenance Oil Spill Cleanup Completed Enforcement Actions Cleanup of Hazardous and Toxic Waste USDA program participant NOTE: NWP regulations do not allow the regional conditioning ofNWP 40(a). 2. Access. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being, or bas been, accomplished in accordance with the terms and conditions of your permit 3. Commencement Bay. An individual permit is required in the Commencement Bay Study Area (CBSA) for activities which would have qualified for the following NWPs: NWP 12 - Utility Line Activities (substations and access roads) NWP 13 - Bank Stabilization NWP 14 - Linear Transportation Crossings NWP 23 - Approved Categorical Exclusions NWP 29 - Single-Family Housing NWP 39 - ResidentiaL CommerciaL and Institutional Developments NWP 40 - Agricultural Activities NWP 41 - Reshaping Existing Drainage Ditches NWP 42 - Recreational Facilities NWP 43 - Stormwater Management Facilities The CBSA is located near the southern end ofPuget Sound's main basin at Tacoma, Pierce County, Washington. The CBSA extends from Brown's Point around the bay to Point Defiance and includes the commercial waterways, wetlands, and any other jurisdictional waters. From Point Defiance, the line runs southeast to State Route 7 (pacific Avenue), then south to the centerline ofI-5; then east (northbound lanes) along 1-5 to the Puyallup River. The boundary extends 200 feet on either side of the Puyallup River southeast to the Clark Creek Road (Melroy) Bridge. From the Puyallup River, the boundary extends east along 1-5 to 70th Avenue E. The line then returns to Brown's Point to the northwest, following the lOO-foot contour elevation above sea level located east ofHylebos Creek and Marine View Drive. 4. Mill Creek Special Area Management Plan (SAMP). Within the boundaries of the (SAMP), the following NWPs can be used only in those areas designated as "Developable Wetlands": NWP 14 - NWP 23 - NWP 29 - NWP 33 - NWP 39 - NWP 40- NWP 41 - NWP 42 - NWP 43 - Linear Transportation Crossings Approved Categorical Exclusions Single-Family Housing Temporary Construction, Access and Dewatering Residential, CommerciaL and Institutional Developments Agricultural Activities Reshaping Existing Drainage Ditches Recreational Facilities Stormwater Management Facilities Until the SAMP is approved, the users of these NWPs listed above (except NWP 408.) must notify the District Engineer in accordance with General Condition 13 for any acreage or volume proposed. Once the SAMP is approved, the "Notification" limits will be as specified in the individual NWPs. Mitigation requirements for these projects must either be onsite or within the areas designated as "Preferred Mitigation Sites". Mitigation plans must comply with the requirements found within the Mill Creek Special Area Management Plan, King County, Washington, dated April 2000. 12 It I I I I I I I I I I I I I I I I I I An individual permit is required for all proposals in ''Developable Wetlands" that would have qualified for NWPs other than those listed above. , NWP 27, Stream Restoration and Enhancement Activities, can be used within the SAMP, but, must comply with the requirements found within the Mill Creek Special Area Management Plan, King County, Washington. The Mill Creek SAMP applies to all areas and trIbutaries drained by Mill Creek (Auburn), Mullen Slough, Midway Creek, Aubmn Creek, and the area bounded by 4th Street Northeast in Aubmn on the south, and the Ordinary High Water mark of the Green River on the east and north. 5. Prohibited Work Times for Bald Eagle Protection. For compliance with National General Condition 11, the following construction activity prolnbitions apply to protect bald eagles, listed as threatened under the Endangered Species Act: (a) No construction activity authorized under a NWP shall occm within 1/4 mile of an occupied bald eagle nest, nocturnal roost site, or wintering concentration area, within the following seasonal work prolnbition times. (b) No construction activity authorized under a NWP shall occm within 1/2 mile BY LINE OF SIGHT of an occupied bald eagle nest or nocturnal roost site, within the following seasonal work prolubition times: Work prolnbition times: (1) Nesting between January 1 and August 15 each year. (2) Wintering areas between November 1 and March 31 each year. Exceptions to these prolnbited work times can be made by request to the Corps and approved by the U.S. Fish and Wildlife Service (USFWS). Contact the USFWS to determine if a bald eagle nest, nocturnal roost, or wintering concentration occurs near your proposed project: West of Cascades: Olympia Office - (360) 753-9440 East of Cascades: Epbrata - (509) 754-8580 or Spokane - (509) 893-8002 M~ of the Columbia River downstream from McNary Dam: Portland - (503) 231-6179 H. ADDITIONAL LIMITATIONS ON THE USE OF NWPs 1. District Engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other Federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project 6. If future operations by the United States require the removal, relocation, or other alteration of the work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, you will be required, upon due notice from the U. S Army Corps of Engineers, to remove, relocate, or alter the 13 I · ,. I I I , I I I I I I I I I I I I I I I structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. f I. FURnmR~ORMATION Further information about the U.S. Army Corps of Engineers regulatory program, including nationwide permits, may also be accessed on our Internet page: http://www.nws.usace.army.mil (select "RegulatorylPermitsj. 14 I I I I I' I I I I I I I I I I I I I I m US Army Corps of Engineers Ii) Seattle 0isblCt REFERENCE BIOLOGICAL EVALUATION SPECIFIC PROJECT INFORMATION FORM For Replacement ofup to Eighteen (18) Existing Piling Version: April 21, 2004 1. Referenced Biological Evaluation: Programmatic Biological Evaluation, Replacement ofup to Eighteen Existing Piling in: Programmatic Biological Evaluation for the State of Washington for Salmonid Species Listed or Proposed by the National Marine Fisheries Service and U.S. Fish and Wildlife Service Under the Endangered Species Act. October 13, 2000. U.S. Army Corps of Engineers, Seattle District, Regulatory Branch. 1 USFWS Programmatic Reference Number: 1-3-00-1-1524 & 1-3-00-IC-1525 NMFS Programmatic Reference Number: WSB-OO-S82 2. Date: AUlZUSt 31. 2004 3. Applicant: City oeport Angeles. Terri Partch Corps Reference No.: Address: 321 East Fifth Street. P.O. Box 1150 City: 4. Agent:' Address: Port Angeles Reid Middleton. Inc.. Shannon Kinsella 728134111 Street SW. Suite 200 State: W A Zip: 98362-0217 City: Everett State: W A Zip: 98204 5. Location(s) of Activity: Section: 3 Township: 30 Range: 6 Latitude: 48007' Longitude: 1230 27' Water body: Port Angeles Harbor County: Clallam 6. Threatened or Endangered Species Present (both listed and proposed): Distance to Occurrence Effect Determination (no effect Snecies (i.e. to nest. 'Perch tree) or not likelv to adversely affect) Chinook salmon Varies Not likely to adversely affect 7. Work Description - Describe how many piling would be repaired and how many would be replaced. Give the diameter, composition and treatment oftbe piling (e.g., 10" diameter untreated wooden piling).:. The proposed work will replace 18 timber pier piling and 32 timber fender piles. All existing piles are creosote treated Douglas fir that range in size from 12 to 14 inches diameter. The existing 18 pier piles have simificant mechanical and biological damage and have been rated bv Echelon Engineering with 75 percent or less of cross sectional area remaining. The existine: 32 fender piles have been rated bv Echelon ene:ineering as dama~ed. 1 For construction description and~ffects analysis. 1 I. . I I I 1 1 1 I 1 I 1 1 1 I 1 I 1 1 1 . The new timber piles will be of the same diameter. Creosote treated timber piles will not be used. The new fender piles will have an Ultra Hil!:h Molecular Weil!:ht (UHHM) plastic coating. Construction Techniques":'" Descnbe how piling would be removed, replaced or repaired: 18 existing pier piling: and 32 fender piles will be replaced. The existine: piles will either be fully extracted or cut 2-feet below the mudline. The remainine: hole from removine: the piles will be capped. In order to install the pier piline: a section of the pier deckine: will be removed. The new timber pile will be driven throu!!h the hole created in the deckin!! and connected to the pier superstructure. The deckin!! will then be restored. The new fender piles will be installed in approximatelv the same location as the existing piles. The new reolacement piles will use existin2 holes in the timber waler and will not require new holes t~ be drilled on the pier. Pile driver type (e.g., vibratory or impact hammer, maximum rated energy, strokes per minute, etc.): _ A vibratory pile driver will most likelv be used to install the new piles. For VIbratory installation, will an impact hammer be required to achieve embedment or for proofing? For what duration of time will an impact hammer be used? An inmact hammer mav be reauired to achieve embedment. Proofing will not be reauired. Describe any sound attenuation measures that will be employed: The proposed work will install timber piles. Substrate into which piling will be installed: Approximatelv 5-ft thick top laver of ore:anic silt with sand and soft gravel. Fine to medium sand with increasin!! gravel at deeper elevations. Water depth into which piling will be installed: Water depth varies along the length of the pier from approximately -5 to -20.5 feet. 8. Why Doesn't tbe Programmatic Consultation for "Piling Replacement" Apply? The Pf01)()sed work will take place durine: an approved work window and will meet all the conservation measures. 9. Why is the Project "Not Likely to Adversely Affect" Without Meeting all the Conservation Measures or Parameters of the Programmatic Consultation (include Justification/Effects Analysis in addendum if needed). The proposed work will take place durin!! an approved work window and will meet all the conservation measures. 10. Conservation Measures to be Implemented (check all that apply and will be done): 181 Work is done in approved work window. 2 . .- I- I I I I I I I I I I I I I I I I I I ... 181 No work will be done in or within 300 feet of an existing or previously designated Superfund Clean-up sites or a site currently or previously designated for cleanup under the Washington State , Model Toxic Cleanup Act 181 For all treated piling that are fully extracted or cut 2-feet below the mudline, the holes or cut piling will be capped with appropriate material (such as clean sand, or plastic or steel pile cap for cut piling) to ensme that the chemicals from the existing pile do not leach into the adjacent sediments or water colunm. If fill (i.e. clean sand) is used to cap the area, the fill material should match sediment substrate of the site. 181 Existing piling will be partially cut with a new pile secured directly on top, fully extracted, m:: cut 2-feet below the mudline. 181 Piling will be replaced in the same general location and do not extend beyond the footprint of the existing structtn"e (i.e. pier). 181 If a barge is used, the barge does not ground out and the barge will not be over or within 300 feet of vegetated shallows (except where such vegetation is limited to State designated noxious weeds). 181 No piles are associated with log raft booms. 181 No sheet piling will be used in lieu of pole piling. 181 All removed creosote treated piling will be cut into maximum lengths of 4 feet prior to disposal. 181 Hydraulic water jets will not be used to remove or place piling. In Fresh Waters. including the Columbia River Mainstem. the Snake River and Baker Bay: o Only non-treated piling are used. In Marine/Estuarine Waters excludine Baker Bay: 181 Use of vibratory pile drivers is prohibited where the piling is located in or within 300 feet of eelgrass beds. 181 No piling treated with creosote or pentachlorophenol will be used. 11. Types ofPermit(s) Proposed to be Used: 12. Drawings - Attach copies oflocation, plan, and elevation/section drawings. Photographs of site recommended, but are optional. I as the applicant or designated agent have read all the activity and waterway specific conditions and the general implementation conditions for the ''Not Likely to Adversely Affect" Programmatic Consultation, dated May 30, 2001. I understand that infonnal consultation with National Marine Fisheries Service and U.S. Fish and Wildlife Service is initiated with this form. I will not proceed with construction until I receive written notification from the U.S. Army Corps of Engineers that the proposed work is authorized. ~ l-.4 Applicant! Ag~ \\) 1BJ o~ Date ~ Below to be completed by the Corps MEMORANDUM FOR TIIE SERVICES: 3 I!-:--..... . ... I I I I I I I I I I I I I I I I I I 1. Summary of Why Work Does Not Meet NLAA Programmatic Consultation. 2. Summary of How the Applicant Will Minimize Impacts. 3. Summary of Impacts on Essential Fish Habitat. 4. Forage Fish Habitat (check box ifWDFW documented habitat is present): Surf Smelt: 0 Allowable Work Window: Pacific Herring: 0 Allowable Work Window: Sand Lance: 0 Allowable Work Window: Approved Work Window (see the US Army Corps of Engineers website, h ://www.Dws.usace.arm.millPublicMenuIMenu.cfm?sitename=REG ename=main a e ESA : to 5. The Corps has determined that this project may affect, the listed species. Corps Project Manager Date Corps Environmental AnalystlESA Coordinator Date 4 I I I I I I I I I I I I I I I I I PW 407_04 Part04 {Revised 5/27/04] Attachment E I I I I I I I I I I I I I I I ! d ~ !l ~ I J ~ -- .. - -, I 5 s 2 I ! ~ I PORT AN i IH.w ...... N ... l"~WI 02000 MAl elT I I ELES MUNICIPAL PIER TENANCE REPAIRS OF PORT AN GELES OWNER: CIlY OF' PORT ANGELES 321 EAST F'IFTH STREET P.O. BOX 1150 PORT ANGELES. WA 98362 (360) 417-4811 CONTACT: TERRI PARTCH CIVIL/STRUCTURAL ENGINEER: REID -MIDDlET0N --- 728 134TH STREET SW SUITE 200 EVERETT, WA 98204 (425) 741-3800 CONTACT: JASON KIKUTA DWlr"o. I SIlT. NO. Gl.o I Cl.o 2 Cl.l 3 Ct.2 4 Cl.3 5 ClA 8 NOTE: I "I." I IF "I." DOES NOT II[ASURE ,. ADJUST SCALES ACCORDINGLY. ~ iii ~ '" It ~ 3l~ ~~~ "Ii E , ~"fi::;: = =E'- ;:Ii'if~ ii~; ~ ~ LU a: 0 ~~ ~ t Cl2 LU ~z :I: ::> (I) li:~ ~ 0 Q.(I) l:s~ :I: LU (I) ~C> OZ 0::: 4( ~ t: 0 U 0. -.& NO SCALE -JJK DO. DJO '.....1.0 .... .... 4/19/O!j ::t 24-04-005 \ : .___J I I BRACE REPlACEMENT CIWlT LONGmIDlNAL BRACES - MElolBER 1DCA1lON I ! i I J ~ ~ 1-- I , .. I 3 I UPPER END (BENT/ROW) 1.54 lA !! .!.!!. 2A 2A ~ 30 4A ~ ~ 4C ;:sA i:5i eo 7A 7.;: 7C .!!!. BA ~ SA 8.lll1 lOA ~ 11.54 ~ ~ 128 i2C 120 ;JA ~ jJA 13B 1JC i4.SA i4i' 14C i40 i5A i4.5ij i4:5i t:i:5C ~ 14oS0 lOWER END (BEHT/ROW) lA 1.5A 1.58 1.50 2.5A 2.5A 3.58 3.50 4.5A 4A 4.5A ~ 5A 68 6.50 7.sA 7C 7.5C 7.50 B.5A 8.50 9.5A 98 10.5A ~ l1A 11.5A ~ ~ ~ ~ 13.5A 13A 13.5A ~ ~ 14A 14.58 14.5C ~ 14.5A 158 158 15C 15C 50 I I I I I I I I I I I I I I I I 1YPE AND ORlENTAllON N'iii.i.G ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N OW; N DlAC ~ N WALE N DlAC N WALE ~ ~ S WALE N WALE NOW; ~ N WALE NOIAG ~ ~ ~ ~ ~ ~ ~ NWALE NWALE ~ NOW; ~ N WALE S WALE NOW; ~ ~ SOW; ~ NWALE IlFr.ct: R~OO CHART TRANSVERS BRACES - MEMBER LOCAlION UPPER END LOWER END 1YPE AND (BENT/ROW) (BENT/ROW) ORlEHTA1lON lA lC W WALE 1.54 UB W WALE 2C 2D E WALE 2.SA 2.58 W WALE 2.sC 2.sD E WALE 3C 30 E WALE 3.54 30SB W WALE 4A 40 W WALE 4.54 4.58 E WALE 4.lll1 4.sD W WALE SA 50 W WALE 5.54 5.5B E WALE 5.5B 5.50 W WALE 8C 80 W WALE 7C 70 W WALE 7.54 7.lll1 E WALE 7 oSB 7.5D W WALE 8C 8D W WALE 8C 80 W WALE 8.54 8.5B E WALE IOC 100 W WALE 10.54 10.58 E WALE l1A l1C E WALE llC llD W WALE 11.54 l'.5B E WALE 12C 120 W WALE 12.5A 12.58 W WALE 13A 13C W WALE 13C 130 E WALE 13.54 130SB W WALE _L 13.lll1 130SD E WALE 14C 140 E WALE 14.SA 14.58 W WALE lSA 15C W WALE 15C 150 E WALE GENERAL STRUCTURAL NOTES .QDIEIl8L IlUllIllNtl ~6b~. All lolATERIALS. WORKNANSHIP. DESIGN AND CONSTRUcnON SHAll CONFORIl 10 tHE DRAWINGS. tHE INTERNAllONAl. BUILDING CODE OSCl. 2003 EDmON. ANO tHE WASHINGTON STATE DEPAR1VEN1' of TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS fOR ROAD. BRJDGE, AND MUNIC1PA!. CONSTRUcnoN. ENGlISH. 2D04 ED/1ION. STANDARDS. REfERENCE 10 ASnoI AND 0lHER STANDARDS SHAU. MEAN tHE LATEST EDmON IN EFFFECT ON tHE BID DATE, UNLDS NOTED OtHERWISE IN tHESE DOCUMENlS OR DESIGNATED BY tHE GOVERNING CODE. SU8MITTAI S SHAll BE SUBUI11ED fOR REVIEW PRIOR TO FABRICATION OR CONTRUcnON. CONTRAClOR SHAll REVIEW AND STAUP SUBMITTALS PRIOR 10 SUBMISSION. If SHOP DRAWINGS DIFFER fROM DESIGN SHOWN ON STRUCTURAL DRAWINGS tHEY SHAU. BE SEALED BY tHE WASHINGTON STATE REGISTERED PRllI'ESSllJNAl. RESPONSIBLE FOR tHE DESIGN. DIMENSIONS AND QUANTlTES ARE CONlRACTOR'S RESPONSlBlUlY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL 8E RESPONSIBLE fOR AU. MATERW.S PlACED PRIOR 10 RECEIPT OF SUBMITTAL. CON1RAC1OR SHALL AUOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW. SPECIAl INSPECTION PER IBC SEC'I1ONS 1704 AND 1707. lHE FOLLOWING INSPECTIONS SHALl BE PERfORIIED BY A TESTING AGENCY APPROVED BY tHE BUILDING omclAI... lHE CONTRACTOR SHALL BE RESPONSI8LE fOR AND COORDINATE tHE SPEClAL 1NSPEC1I0NS. 1. PREFABRICATED I1EIlS 2. PILE INSTAlJ.ATlON 3. S1m. - STRUCTURAl. fIEU) WELDING EXISTING CONomONS' tHE CONTRACTOR SHAIJ. FIELD VERIfY AU. ELEVATIONS. DIMENSIONS. EXlS1ING SI1E CONDmoNS. ANO unUlY LOCATIONS PRIOR TO FABRICATION. ERECTIOH. AND CONSTRUC1lON. AU. OIMENSIONS OF EXISTlNG CONSTRUCTION SHOWN ON tHE DRAWINGS ARE INlENDED AS GUlllEUNES ONLY AND MUST BE VERIFIED. EXISTlNG CONomONS SHOWN ON DRAWINGS ARE BASED DTHER ON SI1E OBSERVATIONS. ORIGINAL DRAWINGS. OR WERE ASSUMED BASED ON EXPEctED CONDmON5. ANY DISCREPANCIES fOUND AMONG lHE DRAWINGS. SITE CONDmONS. lHESE NOlES. OR IF EXISTING MATERIALS ARE OF' QUESTIONABLE OR SUBSTANDARD QUAUlY SHALL 8E REPOR1ED 10 tHE ENGINEER AT ONCE. ANY FURTHER WORK DONE BY THE CONTRAClOR AFtER FINDING SUCH DISCREPANCIES SHALL BE DONE AT THEIR OWN RISK. CONTRACTOR RFSPONSIBIUTIES' DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED fORM. CONTRACTOR SHALL BE RESPONSIBLE FOR MElHODS. SEQUENCES. AND SI1E SAFElY PRECAunONS REQUIRED 10 PERFORM tHE WORK. CONTRACTOR SHALl PROVIDE 1EIlPORARY SHORING AND BRACING OF AU. STRUCTURAl MEMBERS. EXlS1ING CONlRUCTlON, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALl NOT BE REMOVED UNTIL ALL FlNAL CONNECIlONS HAVE 8EEN COMPLETED IN ACCORDANCE WITH tHE DRAWINGS. AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. DISCREPANCIES' IN CASE OF DISCREPANCIES BEtWEEN DRAWINGS. SPECIFICATIONS. REFERENCE STANDARDS. OR GOVERNING CDOE, SEE WSDOT STANDARD SPECIFICAtiONS fOR ORDER OF PRECEDENCE. CONTRACTOR SHAll NOTIFY lHE ENGINEER OF' DISCREPANCIES AND OBTAIN DIRECTION PRIOR 10 PROCEEDING. NOTES ON INDMDUAL STRUCTURAl. DRAWINGS SHALL TAKE PRIORIlY OVER GENERAL S1RUCI\IRAL NOTES. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. REPAIR OF' EXISTING FACll.ITYl THE CONTRACTOR SHALL REPAIR ALL DAMAGE 10 EXISTING STRUCTURES WHICH ARE A RESULT OF CONSTRUCTlON AC1MT1ES AT NO AODmoNAL COST TO tHE OWNER. GALVANIZING' AU. HARDWARE INClUDING BOLTS. WASHERS. lAG BOLTS. AND DRIFT BOLTS SHALL BE HOT-DIP GALVANIZED PER ASTM Al53. USE ALL NEW HARDWARE. REIlO\/ED HARDWARE SHAll NOT BE REUSED. AU. S1EEI. MEMBERS SHALL BE HOT-DIP GALVANIZED PER ASTM AI23. REPAIR DAMAGED GALVANIZING OR fIEU) WELDS BY SOLDERING PER ASTM A7SO. ADDITIVE BID ITEM REMOVE AND -DISPOSEIXISTING FENDER PIUNG.--IN8TAIoL-NEW TIMBER FENDER PILING WITH U MW PILE WRAP. FENDER PIUNG TO BE REPLACED DESIGNATED ON SHEE C1.1. llMml 1. AU. TIMBER SHAIJ. BE GRADED ACCORDING 10 tHE STANDARD GRADING RULES OF WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). 2. PLANKS: DOUGlAS FIR, NO. 2 OR BElTER. SIS2E, N:lA CAIotIotONW:AL COPPER ZINC ARSENATE) 1RE"ATED 10 0.4 PCF 3. STRINGERS: DOOOlAS FIR, NO. 1 OR BElTER. S2E. N:lA TRE"ATED 10 0.11 PeF 4. PIUNG: DOUCIAS FIR. 7" TIP DIAIot WHICH CORRESPONDS 10 12" Burr DlAIoI fOR 60 FT PILE. PER ASnoI 025. N:ZA TREATED TO 2.5 PCF 5. CROSS BRACING: DOUGlAS FIR. NO. 1 OR BElTER. S2E, AClA TREATED 10 2.5 PCF II. BUWWL: DOUGlAS FIR, NO. 1 OR BmER. 545, N:lA TRE"ATED TO 0.4 PeF 7. HARDENED S1EEI. WASHERS SHAU. BE PROVtOED UNDER AU. BOLT HE"ADS AND NUTS BEARING ON WOOD. PER ASTM F436. 8. DOUBLE FASTENER NUTS PER ASnoI A5ll3 8. TI'PICAI. 11IIBER CONNECTlONS: ASTM A3D7 BOLTS A. PLANK 10 STRINGER: (2) - 3/8" DIAIot x 8" COMMON SPIKE AT EACH SUPPORT B. S1RlNGER 10 PILE CAP: 3/4" DIAIot x 2'-0" DRIFT BOLT. EACH END. EACH STRINGER C. STRINGER TO STRINGER: (4) - I" DIAIot. ECONOMY BOLTS D. PILE CAP 10 PILE: (2) - BAR 4" . 3/~ x 1'-10" WI1lI (4) - 3/4" DIAIot BOLTS E. PILE 10 PILE: (3) - I" DIAlI BOLTS WIlH SPIKE GRIDS F. FENDER PILE 10 IlUl.I.RAlL: (1) - 3/4" DIAIot ECOHOV\' BOLT .flLIIm 1. AU. VER11CAL AND BATTERED PIUNG (INCWDING FENDER PlUNGl ARE 10 BE DRIVEN TO 30 10NS 8EARING CAPAC11Y WIlH A MINIMUM PENElRAlION INTO DENSE SAND/GRAYEL OR GlACIAL TlLL OF' 10 FEET. 2. AU. PIUNG 10 BE REPlACED SHALL BE F1JLLY EXTRACTED U11UZING A VIBRATORY PILE HAMMER. If THE PtUNG CAN NOT BE F1JLLY EXTRAC1Dl, cur 2 FEEl' BELOYI MUDUNE. tHE REMAINING HOLE FROM REMOVING THE PILE SHAU. BE CAPPED WI1lI CLEAN SAND. cur REIotOllED PIUNG INTO 4 FEEl' SEC1lONS AND DISPOSE IN APPROVED FACIU1Y unuzlNG APPRO\IED HANDUNG MElHODS. 3. FIELD TRE"AT PIUNG tHAi HAS BEEN cur WIlH coPPER NAPHnlEHATlE CONTAINING A MINIMUM OF 2.OX COPPER METAl. CAP AU. BEARING AND FENDER PIUNG WIlH CORROSION RESISTANT SOFT ZINC TIN. AlTACH WIlH 4 CORROSION RESISTANT RDOFING NAILS. .SIm REFERENCE STANDARDS' STRUCTURAL S1EEI. SHALL CONFORM 10 ALL REQUIREIotENlS OF lHE FOUOWING DOCUIotENTS. EXCEPT AS MODlAED BELOW: AMERICAN INSTl1UTE OF A'SC "SPECIFICATION FOR STRUCTURAl. S1EEL BUIl..DINGS" S1m. CONSTRUCTlON AMERICAN INSTl1U1E OF ~"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS S1m. CONSTRUCTION AND BRIDGES" AMERICAN WELDING AIYS Dl.1 "SrRUCTURAL WELDING CODE - STm: SOClElY · EXCEPTION: FIRST SENTENCE OF' SEC1lON 1.8.2 SHALL BE DF.LETED STEEL MATERIAL' PlATES. ANGLE. CHANNELS IlSlU AJIl. Fy _ 38 KSI .wEl..QlIIQ: AU. WELDING SHAIJ. CONFORM 10 AWS 01.1. WELDS SHALL BE MADE USING LOW HYDROGEN ElECTRODES WIlH MINIMUM TlENSILE STRENGlH OF' 70 KSI. ONLY AWS PREClUALIFlED WELDED .IOINTS SHAll. BE USED. SHOP DRAWINGS SHAIJ. SHOW AU. WELDING WITH AWS A2.4 STANDARD SYIotBOLS. WELDS SHOWN ON DRAWINGS MINIMUM SIZES. INCREASE WELD SIZE TO AWS llINlIotlAl SIZES BASED ON PLATE THICKNESS. WELDS NOT SPEClf'IE1) SHALL BE CONTINUOUS 3/1S" FILLET WELDS. UHMW PILE WRAP, 1. UHMW PER ASTM 04020-81 2. lOOK IN STAB1UZED 3. B~ 1M COLOR - -- ----- NOTE: I i." I i- 9/29/0" IF' i." DOES NOT MEASURE I" ADJUST SCALES ACCORDINGLY. -- -+.-- z o iiI :> '" 0: I ~ ~I ~ I~ !. = ~!Iii ; ~ l~ IL~ . &.1 I I I I I i' I I I I , Q:: W I.&J ~ n: ~ ...I ~ ~~ m 0 Cl5,2 ~ z ~z 0 ::> ~ ~I t:::e i 0 o..(/) b 9 k.~ Z Ow ~~ ~C) G~ UJ::e ~ ~~ 0 <.:) a.. ~AS-NOTE -'''''K --r :0.10 C11.o ,... -- .. ~ ..,. 4/18/CIS :'.\" 24-04-00: J I I I I I I I I I I I I I I I I I : .. .. ~ f I I I f, , : ;. Ji J J ;0 ~ i. ; . ,~ PRE-ORlWHG REO:D FOR'REPIACEMENT 1'IUNG ' , -., - . I. ~ERHEAO r ~18.0 ft8.1i -+:'~O, - . .f'19.6 +:'&.0 -Ft8A. _ : ' : f:~~"" : -, f'~ .; : ;ft9.6 ,.. ... ......... -F~.o:. . . -F~~;~ : . , ,~'.!l~ ;.: -f"9;0 .... .... .... ......... +"19.0, ': ~.+ 4!.o. :. ,,~t~<", ~ +'9.0 ~a. '~.., ~ - ~ _ ~8~A' ~. -~~~Q ,-18.0 ~- _ -19'.0 Q , .,-1).0 T" - :J- -1&.oT . . ~1r>>T " .+:"8.0 T .- .......... .. ~I .,. It 'T- . C!h - < 8lilrtFoII - ~Cl4 .Al. ' @if. :too $.Ian" :;:PLA~' . . PIlE PLAN -..._<- - _ . lIO SCALE-._ -.- _ - _ DATUM(MLLW . '0.0' +",'8.6 ,+ -20.6 " . < +.~t.6 _ +22.6. .f2Q.8 .+ -20.1 , . + .o20.ll ......21.6 , + 40.4 . +~1~ +-2'1~ + .a1.~ -F'9$, '+ ~ . +~~ - ~ - ~ - ":~ .- "19~~ "9f~', ~,~ - .1&&:. --+. -I!O~, . , .ao. .+-82.6 +..ftd; +..6 . -22.6+ -+=ZZ.& -23.6+ +~ : _. +-22~. "22.&+ +~ < +~ ~:+ @ @, @) .~::, ::):+ ,. ,.,..REMOVE AND .l:)n REPlACE (8) PILE :DOlPHIN. SEEffi ~ @>Q& -CI'1 '-lID .~ ~-tID :--tID '~:-m_ -00, ' ~Cl8 @)G1 '@.- '@03 . LSGEI'\J:P , e Bent., X _/ EXlSJINll lUlBER PILE, REMOVE.AND: REPLACE WITK NEW: Dfl!\'EN TIMBER PILE ElllSTING 'lUoIBER 'fENDER PILE, lIEMOVE ANO flS'lACE 'wmI 'NEW ORIVEN "nMSER-FEN~ PIlE ADOmVA'WORK. .let_ ' ROWOl'PiIlI NIIIJlbc!t .0. '~BIlIltll:ll!.PiI&. 0-- 'IWnbflr,lI11ller PIle :0- -11101Uema~~8ecllan8lAl8l( =0 8OW~ Ol'OS88eC1lonelAnla G, 1. ~C,.$ect(cnelNell ':() l5Ol6~OrosS~Aal\l_ :~ 1i.,.,1lIJ1Ing OI'OSll$ectl-' AI\lll , -. ' ($ ReIMWng Croea 8IIdUatlaI1Wa . e ,SIMI P__PiIe - Undamegllll _ tl . 81n1 ~ P\Ie. 0eInIIlIed @) '~e PiIll ~1l101l.lleartI)o~ .e> 00l\a'8I81'l18 -llO'llr af8llllO ClIpaCll'{ -$ 'Fe(lderpB8-~ .0 . Fender Pile - oemaged _:x . 81M1 HoPIe - ~ Post +..lOC.X . MillIlIne E1evallOn (QIM Da\Urn'MU.Wl .IIaIE: IlEMbVE<ANP DLS~E ..REI.!NAI(TS ,OF:.wmt RQPE CABLE,SYSTEM FBOM BENtS, t TO 1a: ALONG. I!ILE GRIDS A THROUGH .0. SECTIONS.oF THE CABLE HAVE BED! 'SEVERED-AND -ARE HANGINGo FROM lHE ,P1UNG. 6 Vi 5 '" II: ~ ~i ~ It! ~1IIi"" ~l: 0:: I.LI a:: S ~~ Q. g !z ~Z I.LI Ii:~ ai It ~ ~~ ff 8~ 0:: ~ ffi It: 0: 0 Q. r... -- J. .... 4/111/05 rill." 24-04-005 I I I I I I I I I I I I I I I I I I ROIlM: AND REPlACE 4x8 LONGIl' BRACING, SEE IlRAaHG REPlACEMEKT CHNU DECK EL +1'.00 u.y.YL 0-+ _ _ (1) 3/4"' liB CONN, 1YP MUD UNE APPROX. _EL_ -19.00' __ 1 C1.1 ELEVATION NOT TO SCALE (5) WRAPS eAND OF 3/."' GlJ,.V WIRE ROPE, TOP OF BAND +13.60. BOTTOM OF IlAND + 11.60, UHIoIW PILE WRAP, PlACE TOP AT ELEV +11.0'. g' -0" LONG PILE WRAP 4 C1.1 (8) PILE DOLPHIN SCALE: 3/4".,'-0" (ADDITIVE WORK) i .. . .. H : -... ;S --- - - BEAA1NG PILES 'VERTICAL OR BATTERED' (FENDER PILES SIll) ARROW POINT 1IEl'AI. TIP, lYP, USE SIZE '!HAT FUlLY COVERS TIP END OF PIlE, AT1ACH PER MANUFACTURER'S RECOMMENDATION MIN-'" MAX ORIUED HOLE MIN 10'-0" INTO (5'-0" FOR FENDER PILES) 5 C1.2 PRE-DRIWNG F R PILE INSTAUATlON SCALE: 3/.".,'-0" l.. (3) 1"' BOLTS W/ SPIKE GRIDS ~ ~ l.. 2 C1.2 BATTER PILE PILE CONNECTION SCALE: 3/4'.,'-0" (BENT 13.5 TO 15) o o o A . ('/4..1/4" CHAMFERS ~ ~DGES. 1YP ~ SECTION A-A 6 C1.2 TlMBFR PILE ! TlMBFR BAT1FR PILE: NDn:S (DETAIL 3)' 1. REMOVE TlIIBER OECK. 2. REIoIOVE STRINGERS, DO NOT CUT. .,---.--. ,-~._- i 3. ~~~~~~~~,,".,J.t.- 4. INSTAlL NEW TIMBER PILE, CONNECT STEEL BAR AND BOLTS 5. INSTAlL EXISTING STRINGERS WITH NEW DRIFT BOLTS. 8. INSTAlL EXISTING DECKING WITH NEW SPIKE EACH PLANK TO EACH STRINGER. DECKING SHALL BE INSTAllED CONTINUOUS OVER A MINIMUM OF (3) STRINGER SPANS. SPUCE DECKING AT CENTERUNE OF STRINGER ONLY. SPIKE EACH END. DIMPLE SPIKES _ BELOW PLANK SURFACE. ADDITIVE WORK NEW FENDER PILE ~ BRACING NOT SHOWN FOR CLARITY TIMBER PILE CAP SIZE VARIES 16,,12 14,,20 14,,14 BAR .' x 31B. x 1'-1D' 1 ~ (4) 3/."' BOLTS. 4 NEW T1IIBER PILE 3 C1.2 lYPICAL NEW DRIVEN PILE SCALE: 3/4..1'-D' (T1IIBER PIlE, TIMBER SAnER PILE) (TIMBER FENDER PILE - ADDITIVE) ! . i 'II ; '----8---- I i; I ~ , ... ADDITIVE WORK UHIoIW PILE WRAP PLACE TOP AT ELEV +1'.0, SEE 6 C1.2 1 5/8' CB x 5/8' DEEP 9/18" THRU HOLES, lYP, (~2) HOLES, AT1ACH WITH 1/1" x 6" LAC BOLTS o o o 0 o o o 15'-0. I~ ./ .tIlm; lYPICAL SHOWN, g' -0' LONG REQUIRED FOR PILE DOLPHIN. UHMW PILE WRAP SCALE: 1 1/2'.,'-0. (ADDI11VE WORK) BAT1FR PILF ! PRE CONNFcnON NDn:S IDIrrAll ,I. 1. REIIOVE TlIIBER DECK. 2. REIoICM: STRINGERS, DO NOT CUT. 3. REIICM: PWIoIB OR SAnER PILE TO BE REPLACED. 4. INSTAlL NEW PLUMB OR SAnER PIlE, CONNECT 10 ADJACENT PILE WITH NEW BOLTS. 5. INSTAlL EXlsnNG STRINGERS WITH NEW DRIFT BDLTS. 6. INSTAlL EXlsnNG DECKING WITH NEW SPIKE E.IICH PWlK TO EACH STRINGER. DECKING SHAlL BE INSTALLED CONTINUOUS OVER A MINIMUM OF (3) STRINGER SPANS. SPUCE DECKING AT CENTERUNE OF STRINGER ONLY. SPlICE EACH END. DIMPLE SPIKES BELOW PLANK SURFACE. _ TIMBER FFNDFR PRE NDn:S (ADDIT1VE WORK). 1. REIICM: EXISTING FENDER PILE. 2. AT1ACH FENDER PILE WITH NEW BOLT. ~ 91Z9/0tJ -- -- -- - - - - - - NEW TIMBER BAnER PILE SCALE .. FIEf """--....-- 1 0 SCALE: 1 1/2 " . ,'-00 SCALE .. FIEf . 'f"J-..... 1 0 , SCALE J!.". "-0" NOTE: I "L" I IF "L" DOES NOT MEASURE I" AO./UST SCALES ACCORDINGLY. ~ ~I esse Jf~ .s...-- .E!!l~ ~~~ r, ,t'o fl: III tt . c:.) ~ ~ .:s -r. "1 f\) tc ,~ f5 v. !1 a: ~ ~~ c Cl2 c ~z ~ => 1i:::E (/) ~~ z 0 Ow ~ 5~ UJ (/) ~ ~ w 0 a: a.. , - J- oc..a AS NOTED DaotJJK- ~... ... 0010 1. r.__ . .... 4/19/05 ::t' 24-04-005 I I I I I I I I I I I I I I f ~ . ~ I I ~ I i 2 I 8 ~ S !> I i k EcIr ....: .. uli ~'~~1N6 .'''''1 ~~o~ ~'. I l!S4w I I I I toN.....T NEW &' 5AN811W~~~ ~..a' ..~ IW\l<E .f.9l\'::'.'lF.':!9.!1 .... ~C't('i"r-.Il' <p-;,. 'W"'~~ ~r'~ 0 ,... i_ KVvEI\~N""'" EJ.E~.~", .. ..ao F'T. AeIIlNE (\l.VEPrr . -A CXI$. DfUIIN .' leu. CII.' TOP ItC... D.2!'P'T.. :1. ---- --if II ~T"IOP"""~""'- '.A'\INt. in' E,YTENQ ACAO'-!' U'T1-IEI\W~ APPN)&D IS'f ' FOP. ~~If'\t.6 'WI'T\oIIN CDN' ~. ~~~~\'~~~~~'; lCAQEl'\& fDt'\ ~ V JACJ<INl> "" ~NC. f'n ;"""Tt i . , , I I , I 0..0 ANGe.l.l!.tl ~NC ANC C3RAve.1.. eUlU:llNG :f4C ~b..rr~OF.."N'tr U't.J..!,,!:I .""0."0 ~ PUBLU: RI6I'f1".Of' W'" AN ~""""o<!>(~""W """""""'OCI..IUOR ,~O // ~~ ~~ HlJ>OEw.> ~ J I CT "'OP~~ · ~~ 2'MlN .~\ ~ 1lOLI.l, I I ' I ' ,rP . .p~~' ~ ~\. MINIM'" DI6~C~ (. TRAC.I( m ...CAOE.JlobI TO EOtaE.l)J:'_ ~ c.tIT. II PERPENQ,/ '- DI' 'AAtI<) DFr.!LPf. ~ L"<L Io'CW~ I I -t- .. I I I I I I .2: ~ hJC7TE 6-1 "'Nt. jUJ ,law '"ICANE!I!li . WAU srut. PIPE O'O:5l"JUtC~ FADM ~ OF PW,- "I'D eaTTDN\ OF' ~C:t"t L.'~~~'" ~~~K~~!)~ A.~..., TO CAPI\ffA~ PIt ~ NO CA~roc, Ib U--IJ). NOTa' Ta.L~P'HOl'<oE. Ij~ ~ ~ ~MlLAJ4 1t~Pr ~ "PlE, ~ K .~ i 1-'1 I-'IN6 U~D >>4OWN ~ CDl..D \ ..~ " .I \ \ I I --t- i ' . I , i' I I ! I II I I . I I I II I II i II / I II \ Iii I II I !~I I I-j ! I~ I I; I 1'1 I I I i 'j I " I ,I I ~ Ir 1\ i X~ I I tUmltN...JIDI'IS I Ii I I i I I -- 1.2 ..",. to 11Ktpte.l 5"", Lt_ DtnrtbuttD{l (Stint (-3) for f\!antfffcUfoa of f)...llch eltC'JfU pC! 'M." .1,.,'" 110"'" ud Sautl.ldn 0' IIIW , ltl'r. I-J CoorlItMtt Idee 'OCIt'. of' .n l4'a""," 'deftU'11lI II 'I' wfUl Arcfllfllct prt01" to rot.gb_ tn. . .-4 COotd'lIItI uac.t locauo. 0' In fhturn td...ctrtld II 'A' wltII _...1 ContNctor prlo, i~.!!!~1!.a.- - -- -.-. . .-..... . )>>tlt1~ ~n to rt.twre 'A' '",t.nH OD .' wod ~ng5 ..Un to FI.tu... 'A" hlClll. I ~d ............. - ArcIItttcWf'l' ".1 for IlOOlI it ~..... ' " .... ~..'tln "'ittUtl tlgln CO rell""1II wan to : ~votCl con"fct "ID tNtl. Coontlftltt "'th I jArdlfun.' '.. h_____ . _. __~ . __ __ _.._LI ~ l A.. I}. , 1 1 ...... j LANd,R!OE 1 I ~ PROMENADE ....&t Lu ,... ..........,.1-.. 3'~Tu-... IS"c...ra END ,,0;.-- ~~HEE.r.&1aiP- '-'0' --~. 1- ";.s> "" <b 'SITE IPLAN ~ UTIl..ITIES 1- I.> '$) ....~ ;o-PRI~Y._~_a.E'::-~ !""T.e'''-~ICJ<C l) 6\<411N"A~'1 61a~ ...~ NC1l"&D e..E.C.~ ,/UNOu.. DECK 'OIlrCOOJl: U6H'l1N6 CoI1rGUI'r. . t....9Jo..&blO l.l"\~~ OTHEAWI$E I"O'I'EO. ~ '. ~ TE~E-":- "1....pvc. :' "" _- ._ '- .tmE; THE CITY Of" PORT ANGELfS IoIAKES NO GUARANTEE Of" THE ACCURACY Of" INf'ORlIAnON IN THE DRAWING. BIDDERS SHALL MAKE AU. FIElD IN\IESTIGAllONS AS REQUIRED TO SAllSFY THEIR KNOWlEDGE Of' EXISTING SITE CONDI1IOHS AND NA1\JRE Of" THE WORK REQUIRED. NOTE: I "t. I If" "t. DOES NOT lofE'ASURE l' ADJUST SCAU:S ACCORDINGLY. REFERENCE DRAWING 18 FOR INFORMATION ONLY ~ in :> '" II: Ii! ;1 JI i~ ~i~ -'if~ ~!~ ffi ~ a: ~~ ~ C I&J ~Z U :;:) z 1i:::::!iE I&J 0 a::: Q.(f) ~ ...~ I&J OLI.J a::: 5~ 5 Ii: 5 0 a.. ..... AS NOTED -JJK ;;;;:-0:;0 ~C 1 .3 ,... -- .....4/18/05 :Ii." 24-04-005 I I I I I I I I I I I I I I i .. U I '" ~ I ~ -r c! f ~ ~ :; I ... .. i 2 I l -€ ~ I ft , ii i I l. ! ! x \ , Ilj~L...~e.fll....~~rr .... ~~"'I:~ ~f'..\'QWAlllc.~""""~. , Ilo.-SP-"'~~""~._) I I I ~ \ \ \ L-I I CClNQl,nT .....,..,. &f'Ua ~ltk ~ aawD........ 'TO ~ FDR,""CRItN.. ~"'DN.('T"'''''''-) .....'I'I'"l'UT .....OIr;T'CQ ~ CClNC<C.llG.-. .. "-0- ..~N. "~. ~MILAR ~ OET"'l.@) !~~~ ~:c~~~~ . ~ED~ur.,,=" >( _=oorCER::Or5CO~\-n.E:rA\\;~-: '. ....ar TO taeaAL.C E' 'I~~~ ~.. ~~~<'-.~. "S:.. ~ ' "l,~g~ ~~;~'~~, -- - ~j' 'i.~ ~ V2"' W'A"T'EP\ u....E. 'II:' F\P&UtdE: ,.-.& ~" t'9DV\OUJ e.., E.L. c.o~" PROVIDED ~.., Mo.C.. 'liNn I,.U~~ IeltsED !tTE.EL.. UD O&~~N <.OA I~W"'g.~....EO L.MCL-'m' ~C:OUIZ'. C".C)CI\OINA'Tr INSTI\LL.ATtON W/~.C.. I "X'l'tT ,,'f(:t 1 ! I I j I ~! I" , UlNOII ~ ~~~ "T~. _______ _ _ !II8-1 --- - ...----- - .--____---.:IJp:, i ~ . UTnJTIE.O/ r- 1. . . ~ 'yl ~ ...,1 ~." '. ~' .J- ~-l" ..5I'EEC:S7l:illCT1'.-eV-ER.- DErAIL ~ HaT TO !:tCALe: . X frhe:t.l:"~ COOROINI\TE wm-t E.C.. 2P.~ QP'& DOL TSc &:II>.C.M , IUCT'ICA!.JIO!1l (-I TI' ftcb COIMUN' It ftctf "p'lag '"11I''' t~t,,.", ctratt ......n. 1.2 R,f., to ".I.C. T.l. 141-' la,. ...... spKt", "ban coMutl. hPPOr\S for "lid ... _tlntc COftbt't. Coordfiutt via ArdtUlCt to.- DlCC tocatton If pfer UJlat10t flAtvrtl IIMor to ,......14. ~:fd,,:::..":tft:JIIoC:....wt'" lZ"lt...w lOop. s.ppon CO'KIvtt w .,101f for.:c.. rtCt\ItrtCl. I-S Stub caMIItt ., ,... bel_ pier tit"*'" c:oncntt dtCt. . ~:..~=~::. c:r= =:n:.:t~1 f:'~~:=tNt~-=k':'th Structvrll Eftg'...r 1-6 ................, Q. - 1-7 Loclte (OlIIdvtc IMUlled In COftCf'IU CGfPt.. II c1os1 to &MIll nil .. pr,cUCI'. CoordllMtt f'Ibl, locatl. wftll Gentnl Contr1CW. 'OU"" CCIftdlftt. blftHWlItden as required CO <<hll" ....... COlIC...tt COYtr. " 1.1 . I.' x I., I :> REFERENCE DRAWINQ 18 FOR INFORMATION ONLY .tQIE; THE CIlY OF PORT ANGELES lIAJ(ES NO - GUARANTEE OF THE ACCURACY OF INFORMA110N IN 'TIlE DRAWING. BIDDERS SHALL lIAKE ALL FIELD INVESTIGATIONS AS REQUIRED TO SAl1SFY THEIR KNOWLEDGE OF EXISfING SITE CONDmONS AND NATURE OF 'TIlE WORK REQUIRED. NOTE: I"L" I IF "L" DOfS NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. i$ ~I ~ ;I ~~ :5J;:t: ::2;;flQ ~.E; 0:: W ~ a: ...J ~ m~ 0 u2 w ::EZ (.) t:S Z w 0 0:: D..(I) ~ '"-~ Ow w ~C) 0:: UZ ~ < ~ ::J 5 0 a.. r... or ~ ...... 4/19/05 :::..c 24-04-005 ~ jjj :> ... 0: e Job wired by )(Electrical Contractor OOwller Elccttl.poS-3.ctofr7eat-; ul Li~nte4do~eEl(pitcs P",'h~c;Vt;nr;t;~ 1'- ~ City.pO I"'t- ~ .e1,p~ State ZIP W Ib q;?3b3 T'lcphg~'~bi:j6a_&.1S3 FAXl\\Imber 'Set "1"0\"'- YrcmiseIl owner's n.~ c.- 11- ~ uy Addrcs~ of i!!AP' ti~ VITj City Pc.....+ '+1. VI'] .u. )(;15 P i -e1' .f5IS // UAl Phone ulImbet tu :;ch.eduJe luspe~tiDn: a LthO'1'13j OWfjU CIS defined by RCW.J9.28.26/:(l) OWller will occu.py the slrru:trtre fo,. two J",t{J.r$ ufter this eke/rical pf!rrnir isftlalhed. (2) Owne,. is mquirM 10 hir~' an elc.(:trk;a] (.;ontractnr if (.jbOVlIl said property is for .''1ale, rem Or lea,~e. A fter reading the above srattment, J hereby certify rh3f 1 .am the owner of the above named property OT a licensed electrical contractor. ] am making the electrica) instal- lation or alteration ill compliunce with the eledricaJ laws. N.E.C., KCW. Chapter 19.28, WAC. Chapter 296..463, The City of Port Angeles Municipal Code, and Ueility Specifications, trfcal COl\tracto,. or ele(:triclll admini~tr3tor l<- ~ate; 5' -;;;l;1. -:JetJ x ~ctrlcalload Add, ons and or 'O'NO LOAD CHANGES ~aseboard _ KW (J Furnace t<JN o Heat Pump _ Ton _ LAA I:l ~.n-Wall KW ractlons Ij o Overhead SeNlee a Temp ServicG o Undergroond $eNice Voltage Phasel:ltl:l3 SaNtee Size: _ Feeder Size; ELECTRICAL WOlU(PERMIT APPLICATION Jnstall;;t;ion d~criplion ~ Commercial 0 Residential ~"itW l.\td. ~AlteredlAddjtton ~~ . ~ 61,-~. ~. 'Li..t. a Cash 6')'\~ o Check # o Credit Card VISa Card # Mastercard Discover ------.---------- Expiration Date. of card Inspc;.sion fce $ ~9. 40 Service Information ROUGH-IN TflERMOSL\T SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 SERVICE D;!,te ^ppmVa! By D~I~ ~ 7 ll.I'I'rov;:dBy DITCH Approved By D;at" ~rov..<.IB)' FEEDER Area. Building or Equipment Inspecred 0'1'" AI1llrovwBy ChlI" "pprovcllDy t. H-r:1. Action Taken Electtical In'!'-pcetor k ---- _.___ -- ---- -1--- . ----=--------1---- !d WdLG:G! L00G [G "hew [SL9 GSV 09[ --- --.- "ON Xl:JcJ ~OlJI:J~lNOJ l1:JJI~lJ3l3 "S"d"1:J : WO~cJ 10/02/2003 15:12 FAX 3604574698 STRAITS ELECTRIC I4i 02 ,-- (jo<>!!!.... "'1lOJ ~~ ~.... ELECTRICAL PERMIT APPLICATION FUR OFFICIAl. USE OM... Y D:ddRtc: ~:a; D-= "Pllrtl-.l:: O:Ilcl.s::l.m:d; The Electrical Perm~ Application mU$1 be filled out comDlelely. Please type Or reprint In Ink. If you h.... .ny qUdlUon.. please call (360. 417-47a5 Fa>: number: (360) 417-4711 Owner or EIec_ ContraclOr Agent Straits Property Owne~ u-fvt 0 f- P14 AdcI",ss: 1;::?Cl0YTttLO! Electric Electric POOoe- w'i~l~ REQUEST INSPECTION 0 452-9104 Fax- 457-4698 PI1one; City. City: License If: STRAIE* 0 !;j,OS Port Angles, WA 9/03 Zip: Phone- 452-9104 Zip: 98362 Electrical Contr.odor. Straits Address: P.O. Box 2914 INSTAUATION WIRED BV: DOWNER ~ ElECTRICAl. CONTRACTOR Credit Card Holder Name: Straits Electri c B/IIlngAddress: P.O. '=\ox.:~~_~_ City:PortAngel~sr WA Credit Card Number- Exp. Date: Zip: 98362 VISA:~MC=-- PROJECT ADDRESS: Hy cMupLCLt1.(... -6fO'l:t- r31 S":-tJ L\ NUSC,.J<;-,T TYPE OF WORK.: Check alllhat !lPply: 0 New o Alteration/Addition o Residental 0 Multi-family ~ Commercial 0 Mobile Home Sq. Ft. o Remote Meter 0 Detached garage 0 Hot Tub 0 Swim Pool 0 Septic Pump 0 Low Voltage 0 Telecom_ 0 Sign Number of Circuits added or altered: ~t3 .-eL. -mv VleJLf . DESCRIPTION OF TIlE ELECTRICAL PROJECT: Electrical Heat Load Additions 3-$(~ C(T'\. P'~-r~.5 ZT pJ1-tZ.K-OVO - J ()I'k.c 1-1\ ~ ... I-re- t \J.Sp/i.en.O 10 - '1-03 () t..- Service Infonnetion -'J ~ o Baseboard o Furnace o Heat Pump o Fan-Wall _KW _KW _KW _KW o Overhead Sa,.,,;ee o Temp Service o Underground Se,.,,;ce Vollage: Phase: 0 1 0 3 SelVice Size: Feeder Size: PAMC 14.05.060(6): For industrial, commert:laI, & residential projects largerlhan a duplex, a one -line drawing of the Electrical Service & Feeders, building size (sq. ft.), load calculations, and the type & of conductors andlor raceway is required and shall accompany the Electrical Permit application. I hereby certify that I have read and examined this application and know that same to be true and correct, and I am authorized to apply for this permit. I understand it i ot he City's legal responsibility to determine what permits are required; it remains the applicants respon t permits a uired and to obtain such. PW-9019 Credit Card Holder's 51g Owner or Elec. Conl Sig ucker/Christie Tucker Da~: D3te: f If, f.-5 vJA-IV€.D f'bC seorr FROM A.P.S. ELECTRICAL CONTRACTOR FAX NO. : 360 452 6753 Apr. 14 2015 09:29AM P1 CITY ov PORT ANGELES PERMIT APPLICATION APR 14 2015 .wilding Divisions /Electricdt Inspections F,LEC i � 321 East Fifth Street - P.O. Box 1150 / Port Angeles Washington, 98362 Pis: (360) 417 -4735 Fax: (360) 417 -4711 ;NSPECT16 ei Date: — Mufti - Family o Commerciale W .S * flan Review�Ulay Be Required, please mplete Electrical Plan Review Information Sheet Job Address; 3 f � L Building Square Fnotags: _ Descrlptlon of above ' p_� ti� Q r` k �n �e . � � �Z owner Information 11 1'il a Contractor Information ) Name: ��.; co. ` r i]� G Name: Mailing Address: Mailing Address' Clty: .4 State: Zip; Oily: State, -Zip: Phone -► t - Fax: Ftwe ax: ,- License f f Exp, _ �. _ `.w Ucrose 01 Exp. Item ��ft Chards tjr Total L ty Multiplied by Unit Clsaruef Service/Feeder 200 Amp, $132.00 $ ServlcelFeeder 201 400 Amp. $160.00 $ ServicelFeeder401.600Amp $225.00 ServicoiFeeder 601 -1000 Amp, $ 288,00 $� Service/Feeder over 1000 Amp. $ 410.00 Branch Clrcuit W/ 5mvire Feeder $ 5.00 $� Branch Circuit W10 Service Feeder $ 74,00 l ach AddUnal Branch Circuit $ 5.00 $_ Branch Circuits 1-4 $ 66.00 $�P Temp. Sorvicel Feeder 200 Amp. $102.00 $ Temp. Service/Feeder 201 AGO Amp, $121.00 $ Temp. Service/Feeder 401.600 Amp, $164,00 Temp. Service/Feeder 601 -1000 Amp . $185.00 $� Portal to Portal Hourly $ 96,00 SignlOuttine Lighting $ 88.00 _.. Signal Circuit/ Limited Energy- MultWamily $ 64,00 Signal Circuit! Llmited Energy I First 1500 sf - Commercial $ 96.00 Note: $5.00 for each additional 1500 sf Renswabts Electrical Energy - 5KVA System or Less $113.00 $�T� Thermostat $ 56.00 Note, $5.00 for each additional T�Stat Total Owner as defined by ROW, 19.28,261: (1) Owner wilt occupy the structure for two years after this electrical permit is finallzed. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that lam the owner of the above named property or a licensed elechical contractor. I am making the electrical installation or altemlion in oomplance with the electrical laws, N,E.C„ ROW. Chapter 19,28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and U61ity Specifications and PANIC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: ❑ cash © elecx A, creattcad0 x �� Deese= r w U tfOfl20t2 ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Application Number , , , , . 15- 00000378 Date 4/15/15 Application pin number . , 847068 Property Addregs , . , , , . 315 N LINCOLN ST ASSESSOR PARCEL NUMnPR: 06-30-00-5-0- 0250 -D000- Application type description ELECTRICAL ONLY Subdivision Name Property Use . . . . . , . . Property Zoning . . . . . . . CENTRAL BUSINESS DISTRICT Application valuation . . . . 0 ---------------------------------------------------------------------------- Applicatien desc Upgrade lighting owner Contractor RESULTS: CITY OF PORT .ANGELES. DITCH APS ELECTRIC PO BOX 11$0 546 BENSON RD, PORT ANGELES WA 983620217 PORT ANGELES WA 98363 l (360) 452 -6753 Permit , . , . . , ELECTRICAL ALTER COMMERCIAL Additional desc 1 -4 CTRCU'ITS Permit Fee 86.00 Plan Check Fee 00 Issue Date 4/15/15 valuation 0 Expiration Date 10/12/15 Qty Unit Charge Per Extension .BASE FEE 86,00 Fee summary Charged Paid Credited =--- Due ----------- - - - - -- - --- Permit Fee Total - - - - -- ---- 86,00 - - - - -- - - - - -- -- 86,00 ,00 -- -- - - -- ,00 Plan Check Total 00 00 00 .00 Grand Total 86,00 86,00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN l FINAL COMMENTS: PERMIT WILL EXPME SIX (6) MONTHS PROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:IEXCIIANGE\]3UJLDING W ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 Application Number , . , , . 15- 00001173 Date 9/17/15 Application pin number . , , 144376 Property Address . ,. . . . . 315 N LINCOLN ST ASSESSOR PARCEL NUMBER; 06-30-00-5-0- 0250 -0000- Application type description ELECTRICAL ONLY Subdivision Name . , , . . , Property Use Property Zoning , , , , . , , CENTRAL BUSINESS DISTRICT Application valuation . . , . 0 Application desc -------- --------------- -- - - -- Temp power for job traidor ..--------------------------------------------------------------------------- Owner Contractor CITY OF PORT ANGELES ANGELES ELECTRIC PO HOX 1150 524 E. 1ST ST. PORT ANGELES WA 983620217 PORT ANGELES WA 98362 (360) 452 -9254 Permit , . . . .. , ELECTRICAL ALTER COMMERCIAL Additional desc . , Permit. Fee 102.00 Plan Check Fee 00 Isaue .Date 9/17/15 Valuation , , , , 0 Expiration ]late 3/15/16 Qty Unit Charge Per Extension 1.00 102.0000 ECH EL- COMM 0 -200 TEMP SRV / FDR 102,00 Fee summary Charged Paid Credited Due Permit Fee Total 102,00 102,00 ,00 00 Plan Check Total ,00 Op .00 00 Grand Total 102,00 102.00 ,00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X GAIEXCHANGMBUILDING Date: .J 09/16/2015 12:45 FAX 360 452 9265 Angeles Electric U0001/0001 CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections.: 321 East'Fifth Street —P.O. Boa 11501 Port Angeles Washington, 98362 Ph: (360) 4174 7 5 Fax: (360) 417 4711 Date: iS _eiuhwamily, or Commercial'.) „'i; �iyClyf'I;;if��f "Plan Review May Be Required, Please C m lete Electri I Plan Review Information Sheet Job Address: I N Building Square:Footage, - Description of above�tLG� ... _..... .. Owner.lnto at an Name: IG ,1111 -_/ %t/�%"%�it/'� contract r information. Name: Mailing re Mailing esa Y Gtr State: Zip: City: State: Zp: Phon Fax: Phone• Far: License 41 Exp. license # / Exp. G Item Unit Charge gty Total MuNliplied ky.MvItChill Se eeder 200 Amp. $1132.00 $ Service/Feeder 201400 Amp. $160.00 $ ServioelFeeder 401.600 Amp $ 225.00 $ Servioe/Feeder 601.1000 Amp. $ 288.00 $ Servico/Feeder over 1000 Amp. $ 410.00 $ Branch Circuit Wl Service Feeder $ 5.00 $ Branch Circuit W/O Service Feeder $ 74.00 $ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 14 $ 86.00 $ d Temp, Service/ Feeder 200 Amp. $102.00_ $� Temp. Service/Feeder 201400 Amp. $121,00 $ Temp. Service/Feeder4011-600 Amp. $164,00 $ Temp. Service/Feeder 601 -1000 Amp , $185.00 $ Portal to Portal Hourly $ 96.00 $ Sign/Oudine Lighting $ 88.00 $ Signal CircuW limited Energy - Mule- Family $ 64.00 $ _ Signal Circuit) Limited Energy 1 First 1500 of - Commercial $ 96.00 S Note: $5.00 for each additional 1500 sf Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 66.00 $ Note: $5.00 for each additional T-Stat $,� _Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale; rent or lease, Permitexpires after six months of last inspection, After reading the above statement, I hereby certify, that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAG. Chapter 296 -4613, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: O cash 0 check l -Crsdn card 1 !�5 a,rs,�xe,z