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Home My WebLink About401 Orcas Avenue Address: 401 Orcas Avenue PREPARED 11/05/13, 9:3 7:0 8 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/05/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 401 ORCAS AVE SUBDIV: CONTRACTOR HOCH CONSTRUCTION PHONE (360) 452-5381 OWNER NORTH OLYMPIC LIBRARY SYSTEM PHONE PARCEL 06-30-10-5-0-9090-0000- APPI, NUMBER: 13-00000539 COMM NEW CONST ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/22/13 JLL BLDG FOUNDATION FOOTING 7/22/13 AP July 22, 2013 8:31:05 AM pbarthol. Tommy 477-0778 AM July 22, 2013 10:27:18 AM jlierly. 20,ufr installed/jll BL2 01 7/23/13 JLL BLDG FOUNDATION STEM WALL 7/23/13 AP July 23, 2013 8:33:05 AM pbarthol. Tommy 477-0778 AM July 23, 2013 12:15:38 PM jlierly. BLIS 01 8/02/13 JLL BLDG INSULATION/SLAB 8/02/13 AP August 2, 2013 8:24:10 AM pbarthol. Kyle 460-0043 August 2, 2013 4:10:34 PM jlierly. BLSH 01 8/23/13 JLL BLDG SHEATHING 8/23/13 AP August 23, 2013 10:40:56 AM jlierly. August 23, 2013 3:15:22 PM jlierly. BL3 01 9/04/13 JLL BLDG FRAMING 9/04/13 DA September 4, 2013 8:39:42 AM pbarthol. Kyle 460-0043 September 4, 2013 4:02:08 PM jlierly. Truss brace per BCSI manual/jll BL3 02 9/05/13 JLL 13LDG FRAMING 9/05/13 AP September 5, 2013 3:51:35 PM jlierly. September 5, 2013 3:S2:05 PM jlierly. BAIR 01 9/10/13 JLL BLDG AIR SEAL 9/10/13 AP September 10, 2013 8:23:00 AM pbarthol. Kyle 461-0043 September 10, 2013 3:57:46 PM jlierly. BLI 01 9/10/13 JLL BLDG INSULATION 9/10/13 AP September 10, 2013 8:23:30 AM pbarthol. Kyle 461-0043 September 10, 2013 3:57:46 PM jlierly. PW99 01 10/18/13 RV PUBLIC WORKS FINAL 10/18/13 AP BL99 01 11/05/13 BLDG FINAL JU November 5, 2013 9:26:28 AM pbarthol. 1� Kyle 461-0043 ------- -- -- ---------- -- PERMIT: ME---00-MECIIANICAL�I-IT--------------------------------------------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 11/05/13 JLL MECHANICAL FINAL ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 11/05/13, 9:3 7:0 8 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/05/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 401 ORCAS AVE SUBDIV: CONTRACTOR HOCH CONSTRUCTION PHONE (360) 4S2-5381 OWNER NORTH OLYMPIC LIBRARY SYSTEM PHONE PARCEL 06-30-10-5-0-9090-0000- APPI, NUMBER: 13-0000OS39 COMM NEW CONST ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION RE U TYP/SQ COMPLETED A RESULTS/COMMENTS ------------------- --- -------------------------------------------------------------------- November 5, 2013 9:27:13 AM pbarthol. Kyle 461-0043 ---------------------------- ------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL1 01 8/01/13 JLL PLUMBING UNDER SLAB 8/01/13 AP August 1, 2013 8:16:59 AM pbarthol. Mike August 1, 2013 4:28:11 PM jlierly. PL2 01 9/04/13 JLL PLUMBING ROUGH-IN 9/04/13 DA September 4, 2013 8:40:03 AM pbarthol. Kyle 460-0043 September 4, 2013 4:02:29 PM jlierly. Repair leak in 90 DWV at rear door/jll PL2 02 9/05/13 JLL PLUMBING ROUGH-IN 9/05/13 AP September 5, 2013 11:01:52 AM jlierly. mike 640-4443 September 5, 2013 3:50:33 PM jlierly. PL99 01 11/05/13 JL PLUMBING FINAL November 5, 2013 9:27:27 AM pbarthol. Kyle 461-0043 ---------------------- -------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000539 Date 6/18/13 Application pin number . . . 142328 Property Address . . . . . . 401 ORCAS AVE ASSESSOR PARCEL NUMBER: 06-30-10-5-0-9090-0000- Application type description COMM NEW CONST REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL OFFICE to the City of Port Angeles Application valuation . . . . 100000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 1536 sq ft office w/160 sq ft carport ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NORTH OLYMPIC LIBRARY SYSTEM HOCH CONSTRUCTION 2210 S PEABODY ST 4201 TUMWATER TRUCK RT PORT ANGELES WA 983626536 PORT ANGELES WA 98363 (360) 452-5381 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL Additional desc 1536 SQ FT OFFICE W/160 SQ FT Permit Fee . . . . 1020.25 Plan Check Fee 663.16 Issue Date . . . . 6/18/13 Valuation . . . . 100000 Expiration Date 12/15/13 Qty Unit Charge Per Extension BASE FEE 670.25 50.00 7.0000 THOU BL-50,001-100K (7.00 PER K) 350.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . OFFICE/STORAGE SPACE Permit Fee . . . . 79.30 Plan Check Fee .00 Issue Date . . . . 6/18/13 Valuation . . . . 0 Expiration Date 12/15/13 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 2.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 14.50 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . BATHROOM AND UTILITY ROOM Permit Fee . . . . 114.00 Plan Check Fee .00 Issue Date . . . . 6/18/13 Valuation . . . . 0 Expiration Date . . 12/15/13 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 7.0000 EA PL-PLUMBING TRAP 21.00 1.00 7.0000 EA PL-WATER LINE 7.00 2.00 7.0000 EA PL-LAWN SPRNKLR BCKFLW PREV 14.00 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 Separate Permits are rquired 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 orwork 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. /-ntractnr or Authorized A Date Print Name Signatu gent Signature of Owner(if owner is builder) 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments 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 FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders I 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 I Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 1 Planning 417-4750 1 Building 417-4815 T:Forms/Building Division/Building Permit 4 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 13-00000539 Date 6/18/13 Application pin number . . . 142328 ---------------------------------------------------------------------------- Special Notes and Comments REPORT SALES TAX May 28, 2013 8:32:50 AM tamiot. on your state excise tax form ELECTRICAL PERMIT WILL BE REQUIRED. COORDINATE SERVICE REQUIREMENTS WITH PORT ANGELES ELECTRICAL ENGINEERING. ANY to the City of Port Angeles CHANGES TO CITY FACILITIES REQUIRED FOR NEW ELECTRICAL LOAD WILL BE AT THE COST OF THE OWNER. (Location Code 0502) May 22, 2013 8;46:59 AM rbecker. Are you installing a fire system or lawn sprinkler system? If you are contact Ron Becker at 360/417/4886, Fax:3GO/452/4886, or E-mail: rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. May 23, 2013 4:04:08 PM sroberds. The proposal will result in construction of an office/storage structure in the CO zone for total lot coverage of 13%. No land use issues are anticipated as designed. Trench safety per applicable laws. temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment of stormwater leaders, foundation drains, yard drains, or any other CSO contribution is allowed. A separate Right of Way Construction permit is required for all work in the right of way, application must include all contractors and sub-contractors, each must provide the City with a certificate of insurance listing the City as an additional insured. All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover. Notice will be given 48 hours in advance of commencing work. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Separate Permits are required forelectrical 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) 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 Backfiow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders I 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 FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: 'Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 1 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 3 21 EAST 5TH STREET, PORT ANGELES, WA 983 62 Page 3 Application Number . . . . . 13-00000539 Date 6/18/13 Application pin number . . . 142328 Permit Fee Total 1213.55 1213.55 .00 .00 Plan Check Total 663.16 663.16 .00 .00 REPORT SALES TAX Other Fee Total 4.50 4.50 .00 .00 on your state excise tax form Grand Total 1881.21 1881.21 .00 .00 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) T:Forms/B uilding 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 INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type —F Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole BIcIgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by 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 I Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE For City Use 'CIT- y OP 16'"LES A - Permit# W A S H I N G T 0 N . U . S. ateReceived: 321 East Slh Street Port Angeles, WA 98362 ate Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: 40t Cq fo+ 0 Main Contact: Phone # 4(1-0s-ol E-Mail: Property Name PhoneAQ )K Owner NOVA 01�JVAPIC LA6ft" SVC-I-ewl TZ A3 Mailing Address I Email 'ZI It) so "k Pe4 1004V S4- b 0)!�' itIPS&Mot .0,-C- City State zi� P WA 0--'+ Avinwd-kc- '� GefttrartDr Name Phone :;-L,e ta Q\j t A&5.oe i -t c - e4Aj i k�e-e-1 Mailing Address Email -3. 1 c--- - IA S-V I cit State I zip WA- 2 Contractor License # Expiration: Project Value: Zoning: Tax Parcel # Lot# $ too I 06D ec) C-.-)g D Type of Residential 11 Commercial Industrial Public Permit Demolition Fire 1:1 Repair 1:1 Reroof(tear off/la'y over) 0 For the following, fill out both pages of permit appl,ication: New Construction 2' Remodel 11 Addition 11 Tenant Improvement Mechanical 1:1 Plumbing El Other 0 Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 11 No W* Project Description 'VIO�J'A'W, W'3A, P, at t&J I % -A -4- I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature c' U,U 6116113 1(.- Residential Structures For Office Use Area Description (SQ FT) Existing Proposed $$value Basement First Floor Second tloor C6vered,be6ktPbrch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) CA-ppl+ 0 Area Totals 1044 Lot/Site Coverage Calculations Footprint(SQ FT) of all Structures: Lot Size: %Lot Coverage IE03LP I 1-1(0 1 C.F 111-19 1 SQ FT Site coverage (all impervious+ %Site Coverage structures) SZ8S '-4'- A5 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated.as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stov6/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # FurnacC�eat Pumpo Size: # Ventilation System # Forced Air unit -Z 4.v-- I Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # ;I Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # Sewer Line # Industrial waste pretreatment # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 7p 7 aLlr'dsen lit 402 2210 408 mom low 1 Mi N 422 426 413 01 0 i MOM.. r7 Orcas Ave 7� 4p* 406 408 428 414 420 m0s 2309 lit" '4 ��4�, Ott) Y- 24 7 P 24- L�?, -) Av-c - to t3 ol ate S, a. %14AS be 44- t 4 Igo Ir-e- ASA S7�?3 Ake Qy V-;i6) Don 57 2yl- ........... vL f r Too it 4el 2009 Washington State Energy Code Compliance Forms for Nonresidential and Mukhmily W_ E�_rnl_velope SurnrnarV; Zone 1 Non-Residential ENV-SUM 2OD9 Washlnglon State Energy Code Compliance Forms for Nonresidential and Muftbrrdly Residential PaWd D 2010 Project Info Project Address am=01mme-inn SUM Date 5/16/2013 2210 so=rZIUMM sl� For Building Department We PM& , M 90362 Applicard Norm: sawnc 6 Jutsoczalas, =C. AWftM Ad,I � ;: Sol a. M�, SUM#1 Applicant Phone: 417-0501 Project Description 21 New Building 0 Addlilon 0 Alteration El Change of Use 0 [1 Component Performance 0 Seattle ErvSw Compliance Option (See Decision Flowchart(over)for qualifications) 0 Syst—Anallysis Occupancy Group QD Nonresidential 0 Multifamily Residential Climate Zone @ Climate Zone 1 0 C8MteZwe2 (See WSEC 302.3 for county bt) Fenestration Area Calculation Total Fenestration Electronic version:these values are autornatice"en from ENV-UA. (rough opening) Grow E)ftdor (vertical&overhd) divided by Wall Area fimes 100 equals %Fenestration 42.0 + 1600.0 X 100 2.614 0 yes Alimml)W IF Pr0j@d we afl nxMmMft 05 6 1 in*KOM 13102-only *5 preso"m p9M&W wAld be Senti-Heated Path calculalmd sepandely ftm ottw condboned spam.Unked to well kwulshon levels.Rs**os cam W homft 0 Ito ow Guallf0ft Envelope R*Wremwft(wW values as applimble) Envelop Re*&wnwft(continued) Mlrdnwm Insulation R4Wuss Afaidniurn U49ows Root-insulation Above Deck Vw9cal FiDms&Bftn Root-Metal Building Non4ftlsl Frame iO.32 Roofs-Single POW metal Frame Roofs-Aft and AD Others R-49 Entrance Dow 0.2 Waft-mass ftylights-Without Curb Walls-Metal Building Skftft-With Curb Walls-Steel Fromed Opaque Doors-Swinging 0.2 Welts-Wood Framed and Other R-21 Opaque Doors-Non4winging I 10.2 Room-Mass Ataximum SHGC(or SQ) Rom-Steel AM Velftel Fenestrabon Roors-Wood Framed am Dow Non4iorth AftWaxim F41acftws North ,S[sim-on4loade-Unhealed �R-10 JSWr.-onGrsd9-Heated Notes: zl�!7_ 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential InfeHor Lighting Surnmary- LTG-INT' 2009 Washington State Energy Code Complianoe Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address ZMTR OLMVIC LXWJUU SYSTEM Date 5/17/2013 2210 SOUTH PEABODY STREET For Building Department Use PORT ANGELES, WA 98362 Applicant Name: ZENOnc & ASSOCIATES, INC Applicant Address: 301 E. GTE STREET, SMTE #1, PORT Amwass Applicant Phone: 417-0501 Project Description 2] New Building Addition E] Alteration [I Plans Included Refer to WSEC Section 1513 for controls and commissioning Ira quirements. Compliance Option 0 Prescriptive @)Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces Clearly on plans.) Alteration Exceptions No changes are being made to the lighting and space use�not changed (check appropriate box-sec.1132.3) LJ Less than 60%of the fixtures n�ew,installed wattage not increased,&space use not changed. Maximum Allowed Lighting Wattage Location Allowed Gross Interior (floor plan/room Occupancy Description Watts per ft2 Am In fe Allowed x Am OFFICE 0.91 92 84 R.R. 0.60 66 S3 [WORKSHOP 1 1.201 13761 1654 4 From Table 15-1(over)-document all exceptions on form LTG-LPA Total Allowed Wafts 1 17990 Proposed Lighting Wattage Location Number of Watts/ Watts (floor plan/room Fixture Description Fixtures Fixture Proposed OFFICE V-3 TUBE FLOURESCWT 1 96 96 RR 41-2 TUBE FLOURESCENX 1 64 64 WORKSHOP 41-2 TUBE PLnHREscEmT 12 64 768 F Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wafts —9218 Notes: 1.For proposed Fixture Description,Indicate fixture type,lamp type(e.g.T-8),number of lamps In the fixture,and ballast type(If Included). For track lighting,list the length of the track(in feet)In addition to the fixture,lamp,and ballast Information. 2.For proposed Watts/Fixture,use manufacturees listed maximum Input wattage of the fixture(not simply the lamp wattage)and other criteria as specified In Section 1530. For line voltage track lighting,list the greater of actual luminalre wattage or length of track multiplied by 50,or as applicable,the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3.List all fixtures.For exempt lighting,note section and exception number,and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential "UtdHor Lighting Summary- LTG-EX 2W9 wasVdngton State Energy Code Compliance Forms for Nonresidential and Multifamily ke—sidential Revised November 2010 Project Info PrqJ Addres:KORTH OLYMPIC LIBRARY SYSTEM Date 5/17/2013 2210 SOUTH PEASO1W STREET For Building Department Use PORT AMIELES, IM 98362 Name: ZENOVIC G ASSOCIATES, XNC Appl.Name 301 E. GTH STREET, SUITE #1, PORT ANGELES JAPPI.Phone 417-0503. Project Description New El Addition Afteration Plans Included TZefer to WSEC Section 1513 for controls and commissioning requirements. Lipoffing Zone 0 7^na I 7nno 9 0 7o%na q 7nna A (as specified by Jurisdiction) 1 0 Icompliance Option I Ughting Power Allowance 0 Systems Analysis Building Grounds Efficacy>60 lumens/W Controlled by motion sensor (luminaires>100 Watts) Exemption(list) Alteration Exceptions E]No changes are being made to the lighting and space use not changed. (check appropriate box-sec.1132.3) 0 Less than 60%of fixtures are new,Installed wattage not Increased.&space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 600 AJlowed Watts Area(ft),perimeter AJIOwed W8ttS Tradable Surfaces Description per fe or per If (1f)or#of Items fe(or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum Input wattage for luminalre.) Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to Individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 600 Aflowed Watts Area(ft),perimeter AJlowed Watts Non-Tradable Surfaces DescriptIon per fe or per If (1f)or#of Items x fe(or x It) Bldg.Fagade(by Perim) jwxLDnw FAME 2.5 W/If ISO 400 Non-Tradable Proposed Lighting Wattage Number of watts/ watts Surface Fixture Description Fixtures Fixture Proposed Bldg.Fagade(by perim) 13 WATT WALLPACK 1 13 13 Bldg.Fagade(by perim) 7OWWALLPACK 1 70 70 ,Bldg.Fagade(by perim) IOOW LIGHTS IN CANOPY 1 21 1001 2001 Non-tradable proposed wafts may not exceed allowed watts for any Individual Total excess Non-Tradable watts: 0 surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. 600 Site Allowance Balance. 95.99' \,EXISTING GRAVEL DRIVEWAY EDGE OF GRAVEL 25' ------------ ---------------------- PROPOSED FACILITIES DEPARTMENT ANNEX .28'± f BUILDING 32' X 48' W/ 10' X 16' CARPORT SLAB ELEV: 231.7b' INSTALL H.C. ST SIGN PER B/I IN ALL q CONCRETE F,,,,0 uNTED TO �'114"O PVC TIGHTLINE BuILDI� FROM DOWNSPOUTS NG SIDEWALK PROVIDE HANDICAP PARKING STALL PER INSTALL -GRAVEL DET AIL A/1 rACCFSS 'W L"L C < 1 4"0 PVC TIGHTLINE 0 OU� -,�-5' CLEAR I FROM DOWNSPOUTS 2 SPACES WALKING AREA INSTAi L DETENTION1 es Da SYSTEM PER DRAINAGE PLANS ----------- 7------------- --- -------------- :H] lt�,STALC CONCRE E DRIVEEW,�Y AND PARKING AREA 5.3 2'\, 2 85.05 Job: wrlightsoft- Project Summary Date: May 17,2013 Entire House Or. Air Flo Heating Co. 221WW=dW9l,G6Wr%WAW= Emil:JWQWffldMftX=Web:WW"dmft=n 31=1 In MIT R- 1 For Tracy Gudgel IN%mp v c- Notes: RF Weather Port Angeles Intl,WA,US Winter Design Conditions Summer Design Conditions Outside db 27 OF Outside db 75 OF Inside db 70 OF Inside db 75 OF Design TD 43 OF Design TI) 0 OF Daily rapgurrildity M Rehittive so % Moist ire rilffprenoe il gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19170 Btuh Structure 12000 Btuh Ducts 0 Btuh Ducts 0 Stuh Central vent(0 cfm) 0 Btuh Central vent(0 dm) 0 Btuh Humidification 0 Stuh Blower 0 Stuh Piping 0 Stuh Equipment load 19170 Btuh Use manufacturers date n Ratellewing it* 1" 0.80 Equ�r,�,d=r Infiltration load 9676 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5372 Btuh Ducts 0 Btuh Heafig Coolina Central vent(0 cfm) 0 Btuh Area(fe) 1 1635 Equipment latent load 5372 Btuh Volume(ft) 15350 15350 Air chan§ei/hour 0.80 0.40 Equipment total load 14948 Btuh Equiv.AVF(cfm) 205 102 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Make Mitsubishi Trade Trade Model Cond ARI ref no. coil ARI ref no. Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47OF Latent cooling 0 Btuh Temperature rise 0 OF Total coolin 0 Btuh fi gw Actual air flow 519 cfrn Actual air a 619 cfm Air flow factor 0.027 cftn/Muh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.69 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RV&8Lft*U*WW71MRWMM 201341Ay617 1111A11:116 Pf0)8WJW CalcuMfl OdWOUM-N P"e I wrightsoft. Load Short Form Job: Date: May 17,2013 Entire House By; Air Flo Heating Co. 221 was[ceder*L SeciLdm,WA WM Ewmll:joelQWrfloheaVrtgAmWbWwwwjOffmMMIMmn WIN -3 N M- For Tracy Gudgel Htg Cig Infiltration Outside db(OF) 27 75 Method Simplified Inside db,(OF) 70 75 Construction quality Average Design TD,(OF) 43 0 Fireplaces 0 Daily range - M Inside humidity 30 50 Moisture difference(grAb) 16 11 HEATING EQ-UIPMENT COOUNG EQUIPMENT Make Mitsubishi Make Mitsubishi Trade Trade Model Cond ARI ref no. coil ARI ref no. Efficiency 0 HSPF Efficiency 0 SEER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47OF Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 519 cfrn Actual air flow 619 drn Air flow factor 0.027 chn/Btuh Air flow factor 0.043 cftntBtuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.69 ROOM NAME Area Ht9 load Cig load Htg AVF Cig AVF (f t2) (Btuh) (Btuh) (Cfm) W01) Ubraray 1635 19170 12000 519 619 Entire House d 1535 19170 12000 519 519 Other equip loads 0 0 Equip.@ 0.80 RSM 9576 Latent cooling 5372 TOTALS 1535 19170 14M 619 619 Printout certified by ACCA to meet all requirements of Mahual J 7th Ed. -Orp-Wrightgott— RW-W"LWVWW 7.122 RGUMM 2M34Aey-1711A1:16 PrqjwhjW Csk=MJT Odontftn-N Page I fPX4A=(A4MOf!M&V" PKA HEAT PUMP ea-a—mooest R Ow-flon 6wh 18.0m 200 XPO 34MO T bw"d _P�w F_Ff-�� " " 12PO-UM w 72Z.240 2= 4,130 .5,030 7 Enww Efficiency 153 17.0 15.5 14.D Moisture Plamoval With 15.2 5.0 8.1 92 Sanalble HW Faclor 0.68 m" 0.71) 0.70 Rated Np* em 19.000 26.000 32,000 37AM Heeling at 47-F-2 Range m — 8PO-20,000 ZOND �IW)-3�4A IZODMAW TOW Input w IA70 Z330 USO 3910 HSPF 9.6 84 0.3 m AODD 23000 25.00D Hedngatl7'F*3— 6—UMAL C ToW Input w 1,670 Z200 2.8150 POW Supply Phase.Cmvofte 1phmGOH7,2D8/230V*4 Indoor-Oubloor$1-82 AC208/23DY VMF bwoor-Oubloor$2-S3 DC24 MCA A Fen Motor FA.A Om US OR Fan MOW OutpPA w 30 56 .56 DKfP% M370.425 US-705-775 705-810-M MUP% 290-33540 5704IW700 635-7304M lndwgnft somi Pmmn Lem dBW 36-40-0 3942-45 4348-49 External lift Color MURN11110.1092/02 V.IR. 46-IAS Dknmsion Unft Vln. 9-13116 11-m In. 14-0 welghttink Lbs. 29 46 Reld DrW*p Sim O.D. 5/8 MCA A 13 18 25 POOWWWnd0d FUSSISFOOlowShe A 15 25 30 MDCP A 20 30 40 FLA 0.35 L75 FanMowOOd w 40 75 IDG UMMIR-Olm Ub Notary RLA. 12 17.5 LRA. 14 Outdoor UrIt AbIlaw CFM -T 11940 pAft%WBM control Lkw Bmffdm vsm Dekost MeM RMMQJ* Soled Pressure Level at Cooling*1 sw 46 SOUIHI ftmn Lad at Heeling 12 OR 47 T EOD Exlernal PAM Color mumwi No.SY 7.8 VtkL 31-19 37-M Dhensions Min. 11-13116+718 I.In. 23-0 37-1/8 W*ht LbL 91 Ty" -IMOA PAMOOMA cb8me LU4,aL V2 6.10 011 Type OL to Rm ca Pim Gas Skle O.D. In. 1/2 6/8 I'lefflgavat Pipe U A 318 OD. 1/4 Height DWasm Pwj FL IGO Adige . Foatimp I Length Ow FL 100 165 Camecrion melbod kdooefOublaor FbvdMmW 3, Tial bassif An" W F Pr GjW&,W (Ing DA F Cr. X 77i. *an pift Ow _WW.4V STORMWATER REPORT FOR NORTH OLYMPIC LIBRARY SYSTEM Date: March 16th, 2013 Project: Facilities Department Annex Building— North Olympic Library System 401 East Orcas Avenue, Port Angeles, WA Prepared by: Zenovic&Associates, Inc. 301 East 6th Street, #1 Port Angeles, WA 98362 M. WA 0 4V cw� 3594 PURPOSE The purpose of this report is to address how the proposed stormwater design meets the requirements of the City of Port Angeles Urban Services Standards and Guidelines. The report will provide existing site conditions, proposed development, City of Port Angeles stormwater requirements, drainage area summary, flow control calculations and a maintenance schedule. EXISTING SITE CONDITIONS The project site is located at 401 East Orcas Avenue., Port Angeles, WA; parcel number 06-30-10-509090. The total area of the parcel is 11,761 square feet. The site currently has three existing outbuildings and a gravel driveway crossing a portion of the site. The remainder of the site is lawn and landscaping. The site also included a 1,321 square foot home which was demolished in preparation for this project. The parcel is bordered to the north by parcel 06-30-10-509080, to the east by parcels 06-30-10-502120 and 06- 30-10-502130, to the south by Orcas Avenue and to the west by South Peabody Street. The parcel and surrounding properties are zoned CO- Commercial Office. The topography of the site and surrounding properties slopes consistently down to the northeast at approximately 4-5%. The on-site soil is classified as Clallam - Hoypus according to the Custom Soil Resource Report for Clallarn County Area, Washington (2006). Clallarn - Hoypus soil is a gravely sandy loam, but generally has a restrictive glacial till layer found between 20 to 40 inches below the surface. Ground water is typically perched above this restrictive layer during the winter months. PROPOSED DEVELOPMENT The proposed development will construct a 1,536 square foot storage building with an attached 160 square foot carport, and add approximately 1,563 square feet of concrete to the parking lot and approximately 182 square feet of concrete sidewalk. In total the development Will convert approximately 2,275 square feet of pervious lawn and landscaping surface to impervious roof, asphalt and concrete surface. See drainage area summary below for additional information. CITY OF PORT ANGELES STORMWATER REQUIRMENTS The proposed project disturbs less than 1 acre of land and therefore falls under the requirements of Section 5.05.02 (Small Project Drainage Plans)of the City of Port Angeles Urban Service Standards and Guidelines. Section 5.05.02 requires a flow control system, to be designed in accordance with Section 5.04.07, if the site drains to a storm system which is already at capacity. According to Section 5.04.07 the development of the site doesn't meet any of the criteria that would require flow control, but a flow control facility is still being proposed due to consistent flooding that occurs during large storm events along Lauridsen Boulevard. Section 5.05.02 requires a runoff treatment facility, designed in accordance with Section 5.04.06, if it is likely the project Will have a negative impact on water quality in a local stream, wetland or salt water body. The addition of Pollution Generating Impervious Surface(PGIS) is small enough as to not meet any of the thresholds listed within Section 5.04.06, so a treatment facility is not required or proposed. See drainage area summary below for PGIS area. DRAINAGE AREA SUMMARY ITEM PRIEDIEVELOPED DEVELOPED Total project area 11,761 S.F. 11,761 S.F. Area of off-site basins 0 0 combining w/on-site runoff Impervious area(%of site) 26% 45% Areas of impervious PGIS 1,350 S.F. 3,562 S.F. surfaces(roads, sidewalks, driveways, ponds, etc.) Areas of impervious NPGIS 1,660 S.F. 1,723 S.F. (roofs, patios,etc.) Converted pervious surfaces 0 0 (forest to lawn) FLOW CONTROL CALCULATIONS Flow control is not required for this project according to Table 2 in Section 5.04.07.02, but a detention/flow control system is being proposed due to the overloaded storm system along Lauridsen Boulevard. The predeveloped and develop site conditions were modeled using the Rational Method based on the areas shown in the drainage area summary above. The detention pipe and outlet structure were sized so the developed outfall from the site matches the predeveloped outfall for the 2 year and 25 year storm events. Drainage calculations can be found in Appendix A. OPERATION AND MAINTENANCE A maintenance schedule for the on-site drainage facility has been completed to satisfy the requirements within Section 5.05.02 of the City of Port Angeles Urban Services Standards and Guidelines. The maintenance schedule is included in Appendix B. APPENDIX A FLOW CONTROL CALCULATIONS PORT ANGELES DRAINAGE DESIGN ZENOVIC&ASSOCIATES PROJECT: FACILITES DEPARTMENT ANNEX BUILDING,NOLS 301 EAST 6TH STREET,SUITE I LOCATION: 401 EAST ORCAS AVENUE,PORT ANGELES,WA PORT ANGELES,WA 98362 PARCEL NO: o6-3o-lo-5ogogo DATE: 5/16/2013 JOB NO. 13038 AUTHOR: SJR Mean Recurrence Interval= Years Rainfall Durati,Dn'T)= Minutes Cit Design ity= I= 1.207 Inches/Hour m/(TAn) M= 7.370 n= 0.532 BEFORE DEVELOPMENT RUNOFF AREA ACRE COEFF.* SO.FT. w C. Q=C*I*A 1 0.05 0.015 2 0.14 0.050 3 0.01 0.006 4 0.04 0.041 5 0.03 E 0.019 TOTALS 11761 0.27 0.131 CFS INCREASED 10%FOR 25 YEAR STORM(.90 MAX) AFTER DEVELOPMENT RUNOFF AREA ACRE COEFF.* SQ.FT.- w C. Q=C*I*A 0.0396 OW 0.043 2 0.0336 0.020 3 0.0081 0.005 4 [f-45 0.0401 0.044 10, 6 0.0723 0.022 0*064M 0.023 8 0.0124 0.005 TOTALS 11761 027 0.162 CFS INCREASED 10%FOR 25 YEAR STORM(.90 MAX.) INCREASE IN SITE RUNOFF= 0.032 CFS ALLOWABLE INCREASE= % 0.000 CFS REQUIRED ON SITE RETENTION/DISPOSAL 0.032 CFS REQUIRED VOLUME FOR 30 MIN.STORM 57.0 CU.FT. CONTROLLED RUNOFF AREA % R.O. CONTROLLED AREA CONTROL FACTOR RUNOFF I Proposed Building 0.0396 0.90 0.0430 CFS 2 Gravel Access(0-2%) 0.0336 0.50 0.0000 CFS 3 Gravel Access(2-10%) 0.0081 0.50 0.0000 CIPS 4 Pavement(2-10%) 0.0401 0.55 0.0213 CFS 6 Grass(0-2%) 0.0401 0.90 0.0000 CFS 0.0642 CFS MINIMUM CONTROLLED R.O. REO'D DETENTION/DISPOSAL 0.0642 CFS<-OK 13038-RATIONAL METHOD Page I of 1 (25Y)Intensity PORT ANGELES DRAINAGE DESIGN ZENOVIC&ASSOCIATES PROJECT: FACILITES DEPARTMENT ANNEX BUILDING,NOLS 301 EAST 6TH STREET,SUITE 1 LOCATION: 401 EAST ORCAS AVENUE,PORT ANGELES,WA PORT ANGELES,WA 98362 PARCEL NO: 06-30-10-509090 DATE: 5/16/2013 JOB NO. 12030 AUTHOR: SJR Mean Recurrence Interval Years Rainfall Duration M Minutes Design City 1 0.711 Inches/Hour m/(TAn) M= 4.310 n= 0.530 BEFORE DEVELOPMENT RUNOFF AREA ACRE COEFF.* SO.FT. w C. Q=C*I*A 1 161 0.0494 0'008 0.1377 2 0.027 3 0.0138 0.003 4 0.0381 0.022 5 0.0310 0.010 TOTALS 11761 0.27 0.070 CF3 INCREASED 10%FOR 25 YEAR STORM(.90 MAX.) AFTER DEVELOPMENT RUNOFF AREA ACRE COEFF.* SO.FT. *A" C. 0--C*I*A i17 1,46 �54 7 4� 0.0396 0.025 2 V=j' 0.0336 0.011 a ravel. 0.0081 0.003 .4 0.0401 0.026 6 wrmaps' �0 0.0723 0.014 7 6 78 0.014 8 0.000 TOTALS 11761 0.27 0.079 CFS INCREASED 10%FOR 25 YEAR STORM(.90 MAX.) INCREASE IN SITE RUNOFF= 0.009 CFS ALLOWABLE INCREASE= ROMM"01% 0.000 CFS REQUIRED ON SITE RETENTION/DISPOSAL 0.009 CFS REQUIRED VOLUME FOR 30 MIN.STORM 16 CU.FT. CONTROLLED RUNOFF AREA % R.O. CONTROLLED AREA CONTROL FACTOR RUNOFF 1 Proposed Building 0.0396 0.90 0.0263 CFS 2 Gravel Access(0-2%) 0.0336 0.45 0.0000 CFS 3 Gravel Access(2-10%) 0.0081 0.50 0.0000 CFS 4 Pavement(2-10%) 0.0401 0.90 0.0205 CFS 6 Grass(0-2%) 0.0723 0.27 0.0000 CFS 0.0458 CFS MINIMUM CONTROLLED R.O. REQ`D DETENTION/DISPOSAL 0.0458 CFS<-OK 13038-RATIONAL METHODIle Page 1 of 1 (2Y)INTENSITY DETENTION PIPE CALCULATIONS DETENTION PIPE REQUIRED VOLUME = 57.00 C.F. REQUIRED ON-SITE DISPOSAL = 0.032 C.F.S. PIPE DIMENSIONS PIPE DIAMETER=��IN. F T PIPE# 1 AREA/L.F. = 3.142 SQ. FT. ESTIMATED PIPE LENGTH = 18.1 FT. USE FT. PIPE VOLUME 62.8 CU. FT. ORIFICE #1 2 YEAR STORM Head 0.596 FLOWRATE (Ql) = 0.0371 CFS ORIFICE#1 DIAMETER= 1.341 IN. -->USE IN. ORIFICE ORIFICE#2 25YRSTORM H2 (TOTAL HEIGHT ABOVE ORIFICE#1) = 1.703 FT. FLOWRATE (Q out 2yr orifice) = 0.0196 CFS FLOWRATE (Q out 25yr orifice)= 0.0130 CFS H25(HEIGHT ABOVE ORIFICE#2) 1.1071 ORIFICE#2 DIAMETER 0.679 IN. —>USE IN. ORIFICE ORIFICE#2 61-125 I F H2 H, ORIFICE#1 APPENDIX B STORMWATER MAINTENANCE SCHEDULE STORMWATER MAINTENANCE REPORT FOR NORTH OLYMPIC LIBRARY SYSTEM Date: March 16th, 2013 Project: Facilities Department Annex Building — North Olympic Library System 401 East Orcas Avenue, Port Angeles, WA Prepared by: Zenovic&Associates, Inc. 301 East 6th Street, #1 Port Angeles, WA 98362 North Olympic Library Systen4 Stormwater Maintenance Report,Page I of 7 PURPOSE The purpose of this report is to provide stormwater facility operation and maintenance protocols for the stormwater facilities at 401 East Orcas Avenue. The maintenance report provides background information for the development, identifies all stormwater facilities to be maintained, names the entity legally responsible for maintenance, grants City of Port Angeles personnel access for annual inspections, details requirements for maintaining records and provides a maintenance checklist and log. BACKGROUND The total area of the parcel is 11,761 square feet. The parcel currently has three existing outbuildings and a gravel driveway with the remainder of the site being lawn and landscaping. The site did include a 1,321 square foot home which was removed in anticipation of this project. The project consists of constructing a 1,536 square foot storage building with an attached 160 square foot carport, construction of concrete sidewalk, construction of a concrete driveway, and the installation of an 18" diameter stormwater detention pipe with an outlet control structure and associated 6" diameter piping. The project site is located at 401 East Orcas Avenue, Port Angeles, WA; parcel number 06-30-10-509090. STORMWATER FACILITIES List of facilities to be maintained: 9 Parking Area 0 (1)Type 1 Catch Basin 0 (1)Type 2 Catch Basin (1) OPt Control Structure diameter X 20' long Detention Pipe Refer to tt n-r Maintenance Plan on page 7 to see locations of storm facilities. MAINTENANCE RESPONSIBILITY The North Olympic Library System will be the sole entity legally responsible for the continual operation, maintenance and repair of the on-site stormwater facilities. The City of Port Angeles will be the sole entity legally responsible for the maintenance of the newly installed type 2 catch basin located in Peabody Street. CITY INSPECTIONS The City of Port Angeles shall be allowed access to the site for an annual inspection of all permitted stormwater facilities. RETENTION OF RECORDS The person legally responsible for the facilities shall maintain all records of maintenance inspections, repairs, warning letters, and notices of Violations. These records shall be made available for viewing to the City of Port Angeles within 7 days of request. North Olympic Library System, Stormwater Maintenance Report� Page 2 of 7 MAINTENANCE Proper maintenance is vital for adequate functioning of the stormwater facilities. The stormwater facilities will have biannual inspections. See Table on pages 4 and 5 for an inspection checklist. Make photocopies of the checklist as necessary keeping the attached sheets as a clean original copy. MAINTENANCE AND REPAIR LOG Record any required maintenance or repair on the log sheet on page 6. Make photocopies of the log sheet as necessary keeping the attached sheet as a clean original copy. MAINTENANCE TIMELINE This covenant requires that when defects to the stormwater system are found during the biannual inspection the needed repair shall be completed within 6 months. North Olympic Library System, Stormwater Maintenance Report,Page 3 of 7 BIANNUAL MAINTENANCE INSPECTION CHECKLIST Drainage X Maintenance/Inspection To Be Performed Feature Inspect pavement surface of accumulated sediment and debris. Parking -Pavement sweeper to sweep parking lot clear of accumulated sediment and debris. Remove lid and inspect sumps. -Rernove excess silt, debris and vegetation. -Look for any evidence of oil, gasoline, contaminates or pollutants. Coordinate removal/cleanup with local water quality response agency. Inspect basin for any defects. -Repair any defects that could allow water in or out of basin in any way other than as designed. Repair any cracks or holes. Significant damage may Catch Basin require basin to be replaced. Inspect frame and grate. -Frame should be sifting flush on the riser rings or top slab and firmly attached. -Check lid to make sure that it can be removed by one maintenance person by applying normal lifting pressure. Cleanout frame of sediment and debris. Check inlet and outlet pipes. -Pipes should be securely grouted to catch basin wall without cracks or holes. Regrout pipes to catch basin wall to eliminate all cracks and holes. Remove lid and inspect sumps. -if more than 4"of sediment accumulated on bottom, employ vacuum truck to remove standing water, excess silt, debris and vegetation. -Look for any evidence of oil, gasoline, contaminates or pollutants. —Coordinate removal/cleanup with local water quality response agency. Inspect orifice holes. -Rernove any sediment, vegetation, or debris that is or could soon block flow Outlet through orifice holes. Control Inspect Overflow Pipe. Structure -Remove any trash and/or debris blocking (or having the potential of blocking)the overflow pipe. Inspect structure for any defects. -Repair any defects that could allow water in or out of control structure. Significant damage may require control structure to be replaced. Check inlet and outlet pipes. -Pipes should be securely connected to structure. If, by visual inspection, it can be seen that the pipes aren't connected properly than the pipes W411 need to be reconnected to the bell fittings and sealed with grout or joint sealant. North Olympic Library System, Stormwater Maintenance RepoM Page 4 of 7 Remove outlet structure lid and inspect pipe. -if more than 4" of sediment accumulated on bottom, employ vacuum truck to remove standing water, excess silt, debris and vegetation. -Look for any evidence of oil, gasoline, contaminates or pollutants. --Coordinate removal/cleanup with local water quality response agency. Detention Inspect pipe for any defects. Pipe -Repair any defects that could allow water in or out of pipe in any way other than as designed. Repair any cracks or holes. Check inlet and outlet pipes. -Pipes should be securely grouted to catch basin wall without cracks or holes. Regrout pipes to catch basin wall to eliminate all cracks and holes. General Document observations of the presence of floating materials, suspended solids, oil and grease, discoloration, turbidity and odor in stormwater discharges. General Update Stormwater Maintenance Manual to reflect current conditions. Inspect the entire site to determine whether there is/are any unpermitted General non-stormwater discharge to storm drains or receiving waters. Report non- permitted discharges to the City Stormwater Hotline at(360)417—4830. -See page 7 for site plan of facilities to be maintained. INSPECTION CERTIFICATION "I certify that this report is true, accurate, and complete, to the best of my knowledge and belief." Inspection completed on: by: (print+ signature) Title/Qualification of Inspector. North Olympic Library System, Stormwater Maintenance RepoM Page 5 of 7 MAINTENANCE LOG Date Item/Facility Description Performed Comments by MAINTENANCE CERTIFICATION "I certify that this maintenance log is true, accurate, and complete, to the best of my knowledge and belief." Inspection completed on: by: (print+ signature) Title/Qualification of Inspector North Olympic Library System, Stormwater Maintenance Report, Page 6 of 7 IMEND:(uNms oTHERymE mpicA= NOLS ...NORTH OLYMPIC LIBRARY SYSTEM V) COPA ...CITY OF PORT ANGELES 0) -PROPERTY LINE - - - - - - - - ---GRADE BREAK aA ...EXISTING STORMWATER PIPE o 9L ...PROPOSED STORMWATER PIPE 0 Li ...PROPOSED TYPE 1 C.B. PER DETAIL B/C302 z < ...SURFACE RUNOFF FLOW DIRECTION ROPERTY LINE E- DOWNSPOUT CONNECTION; PROPOSED FACILITIES NOLS TO DEPARTMENT ANNEX MAINTAIN BUILDING 32' X 48' 1EQ W/10' X 16- CARPORT z w 35 L.F. 4-0 PVC DOWNSPOUT ONNECTIONS RAIN LINE- NOLS TO MAINTAZIWN\ NOLS TO WAINTAIN Z 4- - - PVC DRAIN LINE, C4 NOLS TO MAINTAIN 18 L.F. 4"0 30 L.F. 4"0 PVC RAIN LINE; w NOLS TO MAINTAIN &'CL 4 24 L.F. 6" PVC f STORM DRAIN LINE -4 — 1 -230 NOLS TO MAINTAIN N STORM DRAI 4 DETENTION PIPE AND hif 4 TYPE 1 C.B.; z (L CONTROL STRUCTURE; NOLS TO MAINTAIN NOLS TO MAINTAIN 18 L.F. 6" PVC -DRAIN LINE; EXISTING 8"o CONCRETE_//� NOLS TO MAINTAIN R STORMWATER MAIN 1* - 10' 231 nm MAINTENANCE PLAN JOB 1401. 41 232 13038 DAM'Moy 16, 2013 PERMIT SET IL ORCAS AVE. SITE PLAN SHEET Scale: I" - 10, IV 2V 3W