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705 Caroline St - Building
MAR 12 2014 2.j Ii EVIDENCE OF INSURANCE MUN�Z? T ANGELES Coverage afforded by the policy is provided by the ALLSTATE INDEMNITY COMPANY COMMUNITY C` OA DEIELOPME NT Number : 920252496 First Mortgagee Loan Number : 1750194352 Insured's name,mailing address and zip code: GARY W GRIFFIN C ERICKSON GRIFFIN PO BOX 4442 OCEANSIDE St. : CA Zip Code:92052 Location of Premises(If different than shown above): - 705 CAROLINE ST PORT ANGELES--TWA Zip Code:98362 MORTGAGEE/THIRD PARTY INFORMATION FIRST MORTGAGEE Name KITSAP BANK ISAOA/ATIMA Address P O BOX 390231 City MINNEAPOLIS St. : MN Zip Code: 55439 The POLICY PERIOD will begin on The POLICY PERIOD and PREMIUM the date shown and will continue PERIOD will begin at 12:01 a.m.Standard with no fixed date of expiration.The Time on 10/18/2013 to 10/18/2014 PREMIUM PERIOD will be Annual and begins on the same date shown. Insurance is provided as follows: POLICY TYPE- DELUXE PLUS HOMEOWNERS Policy Limit of Liability Section I Dwelling Protection $526000 Total Annual Policy Premium $967.00 Extended Replacement Cost on Dwelling Personal Property Reimbursement Page 1 of 2 EVIDENCE OF INSURANCE Deductibles $3000 to loss to the covered property from all insured perils. Number : 920252496 PROVISIONS:This form is not the contract of insurance.The provisions of the policy shall prevail in all respects. All premiums for the insurance policy shall be computed in accordance with Allstate's rules,forms, premiums and minimum premiums applicable to the insurance afforded which are in effect at the inception of the insurance and upon each anniversary thereof,including the date of interim changes. It is understood that should the insurance protection evidenced herein terminate for any reason,due notice will be given to the Insured,to the mortgagee,and to all other interested parties in accordance with the standard mortgagee clause,(438 BFU). A copy of the Policy Declarations reflecting the annual premium will be sent,if required,to the mortgagee and to any other interested parties. Date : 03/11/2014 Countersigned at : PORT ANGELES Authorized Agent : Matt Elwood 707 E FRONT STREET PORT ANGELES St. : WA Zip Code:98362 360 452 9200 360 452 9201 Agent Signature . Page 2 of 2 1..,._._ 'R�i. NORTHWESTERN TERRITORIES, INC. D 7 A. Ill 914 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 WASHINGTON STREET SUITE 6,PORT TOWNSEND,WA 98368 Cey irr Engineers Land Surveyors Geologists Construction Inspection Materials Testing 1 Port Angeles(360)452-8491 NTI E-Mail: info(a)nti4u.com rD--g© 20 ,620 1 JUL172014 July 8, 2014 Gary Griffin CITY OF FORT ANGELES coMt�ur�lrr z Ecet;o,+c PO Box 4442 GEIELOPtAEMT Oceanside, CA 92052 Subject: Geotechnical Inspection of the house and slope at 705 Caroline Street in Port Angeles, Washington 98362. Parcel Number 063000-513390 i Dear Mr. Griffin and Others Concerned, BACKGROUND AND SCOPE OF WORK On June 18th, 2014, Trent Adams, EIT, of NTI Engineering and Land Surveying (NTI) completed an inspection of the underpinning system, adjoining slope, drain lines, and the substructure of the house located at 705 Caroline Street. On June 30th, 2014, Steve Luxton, Senior Geotechnical Engineer, completed a follow-up inspection to verify site conditions and preliminary observations. That property lies within the City of Port Angeles on a high bluff along the shoreline about 0.25 miles east of the Port Angeles city pier. The subject house is located on an erosional bluff along the shoreline of Port Angeles Harbor. A structural underpinning and tie back system was installed at the house in the spring of 2005 after a landslide of 2004 destabilized the foundation of the house. A portion of the underpinning and tieback and slope revetment system were constructed on land owned by the City of Port Angeles. In allowing the use of the City property for construction, the City of Port Angeles called for follow-up inspections on the underpinning system to ensure the on-going stability and safety of the house and its occupants. This inspection is pursuant to that requirement. SUMMARY OF FINDINGS A careful inspection of the underpinnings, slope revetment system, drain lines, and substructure of the house showed the system to be intact and functioning as intended. The inspection did not reveal signs of strain or subtle rotation that would suggest downslope motion of the house or underpinnings was in progress. In the late winter of 2014, a notable groundwater driven slide occurred within close proximity of the subject parcel to the east, however, that slide did not affect the Griffin parcel or the I 1 underpinning system. LIMITATIONS OF THIS INSPECTION AND REPORT The observations and conclusions of this report apply only to the subject property and they are not transferable to nearby or adjoining property. This report is the sole property of the property owners and may be used by others only with their permission. NTI Engineering and Land Surveying warrants that this inspection and report were diligently and conscientiously completed in accordance with the practice of professional engineering and according to the principals of geologic science. No other warranty, either express or implied,is provided herewith. Please call on the undersigned engineer if you have questions about the contents of this report. NTI Engineering and Land Surveying Sincerely yours, ,r, of vu411t,`?° .� o 4 � , .�a 23 67 IOP4AL .7-9-/'7, Steve S. Luxton MSc, PE Trent T. Adams, EIT Senior Geotechnical Engineer Geotechnical Project Manager 2 W 1 1293 7 266 Page 1 of l 3266 pro tot covenant Port Angeles City Of Clallam County Washington 06/ 11 y 43.2 AM When Recorded. Return to I!11 M�IdM�����tih'r'�f li'M 4I N �7����Y�hlf��l:'hli �'�'i�i •I City of Port Angeles Community and Economic Development Department 321 East 5th Street P.O. Box 1 150 Port Angeles, WA 98362 COVENANT RUNNING WITH THE LAND WITH ACKNOWLEDGEMENT AND ACCEPTANCE OF RISK, DUTY TO INFORM, COVENANT FOR INSURANCE, INDEMNITY, AND WAIVER (Potential Landslide Area) GRANTOR: 1) (&fl C y vv. G I (t R, r 2) c 4 e. ErIClLSon Csri itri 3) GRANTEE: THE CITY OF PORT ANGELES LEGAL DESCRIPTION (ABBREVIATED): West 26 feet of Lot 7 and all of Lot 8, Block 33, Norman R. Smith's Subdivision of the Townsite of Port Angeles, as per plat recorded in Volume "K" of Plats, page I, records of Clallam County, Washington; TOGETHER WITH the North 10 feet of vacated Caroline Street adjoining; Situate in the County of Clallam, State of Washington. The complete legal description is found on Exhibit A of the Covenant. STREET ADDRESS: 705 East Caroline Street ASSESSOR'S TAX PARCEL ID NO(S): 063000 513390 (Parcel or Grif0650 (Tax ID PERMIT APPLICATION NO(S): COVENANT RUNNING WITH THE LAND WITH ACKNOWLEDGEMENT AND ACCEPTANCE OF RISK, DUTY TO INFORM, NEED FOR INSURANCE, INDEMNITY, AND WAIVER (Potential Landslide Area) This Covenant is executed in favor of the City of Port Angeles "City by the undersigned owner(s) "Grantor of the real property and improvements described on Exhibit A (the "Property" and "Improvements on behalf of Grantor and Grantor's heirs, successors, and assigns. The Property is located at 705 East Caroline Street, Port Angeles, Washington; parcel number 063000 513390; Tax ID Number Grif0650. The undersigned warrants that Grantor has bargained for and negotiated this Covenant with the City, it is supported by sufficient consideration, and that all owners of the Property have executed this document. A. ACKNOWLEDGEMENT AND ACCEPTANCE OF RISK 1. Grantor acknowledges that the Property is located in or contains a potential landslide area and that the Improvements encroach into a City of Port Angeles right -of -way. Grantor further acknowledges that the City has certain remedies, which have not been waived, under state and local law to address and abate the above concerns. 2. Grantor understands and acknowledges that there are unique risks associated with development and maintenance of this Property, which include without limitation property damage, loss of use, personal injury, and death resulting from soil movement (such as landslides and mudslides), water movement, and water collection occurring on the Property or on other property in the vicinity. Grantor acknowledges that all risks may not be eliminated by the design and engineering of the existing and proposed mitigations. 3. Grantor has decided to continue to maintain the Property, and agrees on behalf of Grantor and Grantor's heirs, successors, and assigns to accept any and all risks of loss, damage and injury associated with (a) use of the Property and Improvements; (b) development or construction on the Property; or (c) any combination thereof. B. WAIVER Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, hereby WAIVES, RELINQUISHES, AND COVENANTS not to assert any present and future claims against the City, whether known or unknown, for any loss or damage occurring either on or off 2 the Property, which relates to or arises out of the risks described in Section A or the issuance of any permit or approval by the City contemplated by or in any way associated with this Covenant. C. INDEMNITY 1. Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, agrees to indemnify, hold harmless and defend the City and its officers, agents and employees from and against any and all claims, losses, costs, and damages sustained by anyone, at any time, including, without limitation, personal injury, death, property, damage, loss of use, and attorneys' fees, arising out of or relating to the City's involvement in permit issuance, inspection, or approval of any development or alteration of the Property, and/or any of the risks described in Section A above, including, but not limited to, acts arising out of the negligence of the Grantor, any and all persons and entities involved in the design, construction, or maintenance of improvements to the Property, and other third parties, as well as acts arising out of the concurrent negligence of the City or its employees or agents and the foregoing parties. 2. Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, specifically and expressly agrees to waive Grantor's and Grantor's heirs', successors', and assigns' immunity under industrial insurance, Title 51 of the Revised Code of Washington, to the extent necessary to provide the City with a full and complete indemnity from claims made by employees of Grantor or Grantor's heirs, successors, and assigns. Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, specifically and expressly agrees that such waiver of immunity and indemnity were mutually negotiated by the parties. D. DUTY TO INFORM 1. Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, agrees to inform all subsequent heirs, successors, and assigns of the Property or any portion of it (a) the Property are in or contain a potential landslide area, and (b) that there are risks associated with the Property and development thereon, as described above in Section A. 2. Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, agrees to provide a copy of this Covenant to any prospective purchaser, lessor, occupant, or assignee of the Property prior to closing, assignment, tenancy, or occupancy. 3. Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, agrees to inform all subsequent heirs, successors, and assigns of the Property of: (a) any conditions or prohibitions on development of any features of the Property and, natural or constructed, or of the development, that will require monitoring, maintenance, modification, or replacement; and (b) to help identify any such conditions, prohibitions, or features, the advisability of reviewing the City records of any City permit or approval for development or alteration of the Property. 3 E. INSURANCE Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, agrees to maintain in force, personal injury insurance of $500,000 per incident, and name the City as an Additional Insured on such policy, providing annual proof of maintenance of the same. Such insurance must specifically cover, without limit, those risks described in Section A. F. RIGHT OF WAY PERMIT Grantor, on behalf of Grantor and Grantor's heirs, successors, and assigns, agrees to apply for and secure a right -of -way permit from the City for use of Area B on an annual basis. This may include, without limitation, inspection of the Property by the City or its designated agent(s), confirmation of adequate insurance coverage, and requests for further information and/or reports pertaining to the Property. G. RECORDING This Covenant shall be recorded in the real estate records of the Office of Records and Elections of Clallam County, Washington. H. RUNNING COVENANT The parties intend that this Covenant touches and concerns the land, shall run with the land, and be binding on Grantor and on Grantor's heirs, successors, and assigns. I. SEVERABILITY If any provision of this Covenant is held invalid, the remainder of the Covenant is not affected. If the application of this Covenant to any person or circumstance is held invalid, the application of the Covenant to other person or circumstances is not affected. 4 EXHIBIT A TO COVENANT RUNNING WITH THE LAND WITH ACKNOWLEDGEMENT AND ACCEPTANCE OF RISK, DUTY TO INFORM, NEED FOR INSURANCE, INDEMNITY, AND WAIVER COMPLETE LEGAL DESCRIPTION OF PROPERTY SUBJECT TO COVENANT Property means: Area A, Area B, and the Improvements. Area A means: A portion of Norman R. Smith's Subdivision of the Townsite of Port Angeles recorded in Deed Records in Book "K" at Page 1, Clallam County, Washington, and a portion of vacated Caroline Street, identified as Area "A" on the attached map and described as follows: Lot 8 and the west 26 feet of Lot 7, Block 33 of said Subdivision, and that portion of vacated Caroline Street, vacated per Ordinance 1171, adjoining said Lot 8 and the west 26 feet of said Lot 7; Area B means: That portion of the City rights of way of Caroline and Victoria Streets identified as Area "B" on the attached map and described as follows: Beginning on the north line of said Block 33 at the northeast corner of said Area "A thence northeasterly 20 feet along a prolongation of the east line of said Area "A thence northwesterly 60 feet parallel with the south line of said Block 33; thence westerly 50 feet parallel with the north line of said Block 33; thence southwesterly parallel with the east line of said Area "A" to a northwesterly prolongation of the south line of said Area "A"; thence southeasterly along said prolongation to the southwest corner of said Area "A thence northeasterly along the west line of said Area "A" to the northwest corner thereof and the westerly corner of said Block 33; thence easterly along the north line of said Block 33 and the north line of said Area "A" to the northeast corner of said Area "A" and the point of beginning. Improvements means: All structures and accessories and their appurtenances located in Areas A and B on the attached map 5 SIGNATURES, ACKNOWLEDGEMENTS AND NOTARY Dated: 4 1 STATE OF VOiliffl IOTOIi et 1 ci lifirn1c~ ti `a COUNTY OF Olj P. CiA) 1:)0c.30 O II er /Granto 1 certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that signed this instrument and Fr /4 acknowledged it to is free and voluntary act for the uses and purposes mentioned in the w f_ 1-' instrument. Print Name R s� C 4Qfl I II I On) J �t i NOTAR in a n d for the State of Vii gbn ye E Residing at j'jni/lt,69- OA hliC My com missio xpires: '2 i PRINTNAMEF'US� C4Y OFFICIAL SEAL JJ jilifli MYSTAL KOSAKA v NOTARY PUBLIC CALIFORNIA COMM. NO 1947615 „w,s1 SAN DIEGO COUNTY MY COtv1�9. EXP. AUG. 2$, 2015 Use this space for Notary Seal Dated: 4/11 1 3 STATE of 1Liu9N G, o.11ranice-) ,0 4 z q COUNTY OF .0111111111111*. Owner /Grantor 0111111111110111111111111*. ii UPI() t- e 1 fain 1 cert that I know or haft satisfactory evidence that N i t i fi }y t n is the person who 6, 4-h r y appeared before me, and said person acknowledged that i s i signed this instrument and r r S ri Cr f'! j t ih acknowledged it to be free and voluntary act for the uses and purposes mentioned in the j instrument. Printed Name Date 1 7L`1` j NOTA C in d for the State of Residing ata.Wiri Pin Pernik.. to P My commissionpyPires: PRINT NAME: ej S fr j e r e bt- a ,o N, OFFICIAL SEAL C KOSAKA NOTARY PUBLIC- CALUFORNIAW sMF- COMM. NO 1947615 .:4 SAN DIEGO COUNTY `40 +6 MY COMM. EXP. AUG. 28, 2015 Use this space for Notary Seal 6 CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT State of California County of Sail 1 44( On v V '5t3 before me, Ort pki/ )2(a/2' oetarq ft1, bi) 0 Date Here Insert Name nd Title f t e fficer personally appeared L 1 IA L 4 Name(s) of Sign•r In-l M• who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) subscribed to the within instrument and acknowledged to me that ..ei executed the same in r/ ei authorized capacity ies), and that by their signature(s) on the s r OFFI SEAL instrument the person(s), or the entity upon behalf of 4 C`s ,YS T AL KOSAKA 1 which the person(s) acted, executed the instrument. .'.7 NOTARY PUBLIC- CALIFORNIAeo f. lir D. N0. 1 I certify under PENALTY OF PERJURY under the laws SAN SAN DIEGO COUNTY OUNTY Y c4t.o• MY COMM. EXP. AUG. 28, 2015 i of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature h11 Place Notary Seal Above ignature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document trulth 4u, Ia kj ,i,fi bviva Title Faunal r Type of Docufr)tn I 1,1 1 ',T('/1/ 1 I t 'i CA i1 1 44/'Y S11Tlfrem MO n'Ii')hi, 194 t(41iu�� renlicz wnjIs-,i iy Document Date: Afyi 11 a DO/3 Number of Pages: CP Signer(s) Other Than Named Above: i .11.J Capacity(ies) Claimed by Signer(s) OCA-eillte' f/ Signer's Name: /'l' 1 `J Y/T fl Signer's Name: LYI kS/.j�trirI 0 Individual 4flndividual Corporate Officer Title(s): Corporate Officer Title(s): Partner Limited General R�GIirTFluMaPFi�N7 Partner Limited General RIGHT THUMBPRINT Attorney in Fact OF SIGNER" Attorney in Fact OF SIGNER Trustee Top of thumb here ❑Trustee To of thumb here Guardian or Conservator Guardian or Conservator Other: Other: Signer Is Representing: Signer Is Representing: zZ 0 -A'''Q r,_, .c` a d 7 --Gw 4e 4" A e 7 w ..7' v or 02007 National Notary Association 9350 De Soto Ave., PO. Box 2402 Chatsworth, CA 91313 -2402 wvwd. NationalNetary. org Item #5907 Reorder Call Toll -Free 1- 800 876 -6827 James Lierly Griffin development From To Date Subject: Scott Johns James Lierly 4/11/05 2 18PM Griffin development Jim I visited the site of Gary Griffin's building has been completed is conformance with the recorded with Clallam County Auditor There are a few small pieces of cut branches be removed as stated in condition 6 of the ES No objection to signing off on the project. Scott 1 0 c C,4A 2-a 1.-t 6 FILE project today April 11 2005 and it appears that the work permit conditions of ESA 04 -09 A hold harmless has been that still remain on the bank near the house Those should A. I'"' c" ' { , e cHi OF;PQS.'TANGE,LBS U~J.' ~TMENT OF COMMUNITY DE,VELOPMENT - BUILD~G DNISION 32 LEAST 5TH STREET/PORT ANGELES,WA 9p62 ~~ '., - - ., Application ~~~ . . . . . 04-~OOO0770 Date 9/09/04 pin number .'. . . . . .810770', <. Property Address .. .. .. .. .. .. 70S CAROLINE ST ASBBBSOitPARCEL NUMBER: 06-3,0- 00,:-5-1-3390-0000-- .' It Application description . . . RES ~ U\I~"...ATION REPAIR Subdivision Name . '. . . . . Prop~rtyUse ..... . . . I.v~~~~y ~ing . .. . . . . RS7 RA~~~&~ SINGLE FAMILY Application'valuation . i . . 30000 Ownt'lr Contractor ------------------~----- ------------------------ GR,I.t'~...~ '(;ARY NORTH COAST DRILLING CO. l?,O.~OX23075S 1.42qNW,GI~LMAN BLVD. #2336 .. ENCINITAS CA .92023 ISSAQUAH WA 98027 (760).' 212-0111 (4-25) 392-6318 -.. - ~ -~- - -. -'-C-.--: - - --- - - - -_- - ~ - - -.... - - ...'- - ..........;. - - -'~ - --- - -- -- -'- ---- ....__~:--,-- - - - - --- -- --- pernlit .. . . BUILDING PERMIT -RESI..............AL ACiditional.desc FOUNDATION PIN PILES I perinit.:Fee .. .. .. .. 465.25 Plan Check Fee . 186.10 Issue 'Date 9/09/04 Valuation .. .. .. .. 30000 EXpiration Date 3/09/05 Qty unit Charge. Per Extt:!DSifn BASE FBB414. 5 5~00 10.1000 THOU BL-25,001-50K (10.10 PER K)50. 0 ~" ---------------~-----~------------.--.~-~--.-~------------~-~~--~~~----~-~-~- Other Fees .. .. .. .. .. . . . .. STATE SURCHARGE 4.50 'J Fee summary Charged Paid 'Credited Due ~'1 ii -----~------~---* ....-----.--.. ---......---- .........--..-- ---------- Permit Fee'Total 465.25 465.25 .00 .00 ~ Plan Che,~k ,Total 186.10 186.10 .00 .00 Other Fee Total 4.50 4.50 ;00 .00 ~f Grand Total ! 655..85 655.85 .00 .00 Z ., k~' Separate Permits are required for electrical work, SEPfo., ShQ.r~lij,~..E~A.utilities,private and public ImprovemenctS.,.tii$p~rlT,litb8tome,~ nuU a.l'ld v.oidjfwork or constnJction. a~thori~ed isnotcomm.enced VJi~,1J'\18() daYs. If constrUction or Workl!5S~$p,eQ~l~'(lF~~~i),dpned for a perioCl of 180 days after the work ascomhienced. or ifr,eq~~r,e~Jn~pe~tiofls pave not been requested within 18Q'.qayS,'m>inthe last inspection. 'I', hereby certify that I hav~ read and examil'lecithi~ ~pplip~ti?nand kJiow the ~ame. to be truearidCClrrect.'P-1I~l'Oyislons of laws and ordinances governing this type of work will be Co",pllegwit.hWtietherspecified herein()rnot. Theg!'8 .....gof)~;pel11'!~does'not presume to give authority to violate or cancel the provisions of any state ,or local law regulating .constrU on ortt,le'performance of 000_0. ~ Signature of c.....cto, Of AullM:"w Ageor Dete I; 'ate' T:\PLANNING\FORMS\II02.1S [11l14l2003} BUILDING PERMIT IN~.rECTIONRECORD I CALL417-4815.FOR BUILDING INSPECTIONS. CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDEAMINIMUM24,HOURNOTICE.IT IS UNLAWe.ULTOCOVER, INSULATE. OR CONCEAL ANY WORK BEFORE INSPECTEDANDACCEPTED.POSTPERl\UT IN A CONSP(CUOUSLOCATION. ' , KEEP PfIV1IT CARD AND APPRqVED PLANS AT JOB SITE. INSPECTION TYPE DATE I AC~"'r 1 "'11 ,COMl\I1l.l' ." YES I NO FOUNDATION: ~.. 1~1~ CA- .' Fvu1 1l'IGS . . J.tfJ..-f'J-D.~.' ~J "p. ~"~,.'......' ..,.~. '.;;k3.'~- Jk..- WALLS ,'. -9],q.~ ~ :e<~1\-~ c..U~U., '8-JJ/-os"dt-k FOUNDATION DRAlNAGEIDOWNSPOUTS ." ... . ELECTRICAL (LIGHT vU I) SEPARATEPERMIT:# ROUGH.IN ' I I I ''''''''","'"1111 1111'''''''' II '"" PLUMBING um/cI\.FLOOR/SLAB ROUGH-IN WATERLINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL ;:~G I I I '" I II II" FRAMING JOISTS I UJ1We~ ~~ SHEAR WALUH()LD DOWNS' ,A , i' \VALLS I ROOF / CEILINGI'~~ ' D. RYWALL(INTERIORBRAcrePANEr:O~,.''1 I' T-BAR' I 1I111,"11"'II~""I"'III_ ~ 11'.'.'"".'",11 INSU~T10~ .~ :~Lt~<1R/C1&~' ".. I I I . MECHANICAL HEAT PUMP GAS LINE WOOD STO'IIE I PELLET I cmMNEY HOOD / DUCTS PW UTILIrIES I SITE WORK (Engineeri~g Division). SEPARATE PERMIT /I's: WATERLINEI1'tIClc... SEWER CONNtCI'ION SANITARY , " "n ,.' '",,", ., '......'. '''''''' ",,,,,,,.~ , STORM , PLANNIN<;DEPT, SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING '1 l I ESA: LANDSCAPING .., '. , ,. S,HORELINE: FINAL INSP-ECTIONSREQUlRED PRIOR TO OCCVPANCYIUSE ':<.- ..,....:.' "<~F ..-;.~<.:.. .'-".;'.'.. -: ....."...,- ,', .- ~. .. '.' ':: " ... ..,..- - " , ":.. --'-'_.."'. ..' --".: .,-.: "":, '. ,n'.: ....-,.,., '-'''c'_-' " RESIDENTIAL DATE YES NOCOMME~CIAL ELEC11UQAL -LIGHTDErt. ELECTltiCAJ, , .. .... UGHTUllf CONSTRUCTION R.W./ PW/ CONSTRUCTION. R.W. E!'lG~F;RING A17-4~q7 PW I ENGINEERING ""N"".-"'.'.""-'-".-'_:.':~i."\' ..,....\_.". FIRE .. 4\?<16~. FIRE ...cu. PLANNJlIiG DEPT. 417J(?SO PLANNING DEPT. f:~~G\FO~~II02.1S[l1l1412003J "4i7-48i5,?,~~:f:~c[" ~ BUN?W<:i ! PREPARED 4/08/05, 16:47:27 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 4/08/05 ------------------------------------------------------------------------------------------------ ADDRESS 705 CAROLINE ST SUBDIV: CONTRACTOR NORTH COAST DRILLING CO, PHONE : (425) 392-6318 OWNER GRIFFIN, GARY PHONE : (760) 212-0111 PARCEL . 06-30-00-5-1-3390-0000- APPL NUMBER: 04-00000770 RES FOUNDATION REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFR 01 2/14/05 JLL BUILDING FOUNDATION REPAIR 2/14/05 CA 206-399-0483 joe (pile pins for bluff slide area repair next to foundation) cont will reschedule when ready/jll BL1 01 2/17/05 JLL BUILDING FOUNDATION FOOTING 2/17/05 AP Joe Mayer lower portion of footing only/jll BL1 02 3/03/05 JLL BUILDING FOUNDATION FOOTING 3/03/05 AP jOE 206 399-0483 BI2 01 3/09/05 JLL BUILDING FOUNDATION WALL 3/09/05 AP Joe 206-399-0483 BURW 01 3/14/05 JLL BUILDING RETAINING WALL 3/14/05 AP joe/ this insp. is for the fiber mat between the two retaing wa11s/j 11 mat okay for shot crete, cover bar ends min 3" depth/jll BL99 01 4/08j05 JLL BUILDING FINAL 1/~0) ~ -------------------------------------- COMMENTS AND NOTES -------------------------------------- cfl gl<:><::0k-\6V ~ OCcUf '/ j2e;-[ <? A-S reg- uJ-, J. J r'r-:- 0~ -<:,., c:;,JL D~Vf'~~, JLC:-- PREPARED 3/14/05, 13:29:48 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 3/14/05 ------------------------------------------------------------------------------------------------ ADDRESS 705 CAROLINE ST SUEDIV: CONTRACTOR NORTH COAST DRILLING CO. PHONE : (425) 392-6318 OWNER : GRIFFIN, GARY PHONE : (760) 212 -0111 PARCEL , 06-30-00-5-1-3390-0000- APPL NUMBER: 04-00000770 RES FOUNDATION REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFR 01 2/14/05 JLL BUILDING FOUNDATION REPAIR 2/14/05 CA 206-399-0483 joe (pile pins for bluff slide area repair next to foundation) cont will reschedule when ready/jll BL1 01 2/17/05 JLL BUILDING FOUNDATION FOOTING 2/17/05 AP Joe Mayer lower portion of footing only/jll BL1 02 3/03/05 JLL BUILDING FOUNDATION FOOTING 3/03/05 AP jOE 206 399-0483 BI2 01 3/09/05 JLL BUILDING FOUNDATION WALL 3/09/05 AP Joe 206-399-0483 BURW 01 ~~~5{ 4 BUILDING RETAINING WALL joe/ this insp. is for the fiber mat between the two retaing wa11s/j 11 -------------------------------------- COMMENTS AND NOTES -------------------------------------- '"' --- -, PREPARED 3/09/05, 12:38:33 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 3/09/05 ------------------------------------------------------------------------------------------------ ADDRESS : 705 CAROLINE ST SUBDIV: CONTRACTOR : NORTH COAST DRILLING CO. PHONE (425) 392-6318 OWNER : GRIFFIN, GARY PHONE : (760) 212-0111 PARCEL . : 06-30-00-5-1-3390-0000- APPL NUMBER: 04-00000770 RES FOUNDATION REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFR 01 2/14/05 JLL BUILDING FOUNDATION REPAIR 2/14/05 CA 206-399-0483 joe (pile pins for bluff slide area repair next to foundation) cont will reschedule when ready/j11 BL1 01 2/17/05 JLL BUILDING FOUNDATION FOOTING 2/17/05 AP Joe Mayer lower portion of footing on1y/j11 BL1 02 3/03/05 JLL BUILDING FOUNDATION FOOTING 3/03/05 AP jOE 206 399-0483 ::~__::__~_~___~~:~::N::::::::=:::3::::S ______________________________________ PREPARED 3/03/05, 12:40:43 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 3/03/05 ------------------------------------------------------------------------------------------------ ADDRESS 705 CAROLINE ST SUBDIV: CONTRACTOR NORTH COAST DRILLING CO. PHONE (425) 392-6318 OWNER GRIFFIN, GARY PHONE : (760) 212-0111 PARCEL . : 06-30-00-5-1-3390-0000- APPL NUMBER: 04-00000770 RES FOUNDATION REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFR 01 2/14/05 JLL BUILDING FOUNDATION REPAIR 2/14/05 CA 206-399-0483 joe (pile pins for bluff slide area repair next to foundation) cont will reschedule when ready/jll BL1 01 2/17/05 JLL BUILDING FOUNDATION FOOTING 2/17/05 AP Joe Mayer lower portion of footing only/jll ~:~__:~__~~~__~___~~::~:~::::::::~::: :::::N~_____________________________________ ?~"<V \ ~S~ ----- PREPARED 2/17/05. 13:22:32 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/17/05 ------------------------------------------------------------------------------------------------ ADDRESS : 705 CAROLINE ST SUBDIV: CONTRACTOR NORTH COAST DRILLING CO. PHONE (425) 392-6318 OWNER : GRIFFIN. GARY PHONE : (760) 212-0111 PARCEL . : 06-30-00-5-1-3390-0000- APPL NUMBER: 04-00000770 RES FOUNDATION REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFR 01 2/14/05 JLL BUILDING FOUNDATION REPAIR 2/14/05 CA 206-399-0483 joe (pile pins for bluff slide area repair next to foundation) cont will reschedule when ready/jll BL1 01 ~_JLL BUILDING FOUNDATION FOOTING ..~ ~f' Joe Mayer -------------------------------------- COMMENTS AND NOTES -------------------------------------- , ?~-;2..\t>>~ O)L( ~~I d- vJw1-l1 Lo~ ?~lJ.,.~.A_l r ~L/ . :JLG PREPARED 2/14/05, 12:54:40 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 2/14/05 ------------------------------------------------------------------------------------------------ ADDRESS 705 CAROLINE ST SUBDIV: CONTRACTOR NORTH COAST DRILLING CO. PHONE : (425) 392-6318 OWNER GRIFFIN, GARY PHONE : (760) 212-0111 PARCEL . : 06-30-00-5-1-3390-0000- APPL NUMBER: 04-00000770 RES FOUNDATION REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFR 01 ~t~ BUILDING FOUNDATION REPAIR 206-399-0483 joe (pile pins for bluff slide area repair next to foundation) -------------------------------------- COMMENTS AND NOTES -------------------------------------- ~~ ~~t.J~+_ -l-o t~1 frJ': U e...... L( ~ 12-~ c:..~ J,z ~ eJ I ~. ~~~- IJORTANGEtES f.s,~~oY ~ ~,,",.,,,:cf )! i ; }; ~ ~ ,;-' 'i : , ' '< - r ,.'''' _.... "_ ....... . ........"..,.., ,....... ...."..J .._ ; r"" 0'Z ,~,.".,,, ."'n .~~-., " WAS H I N G TON, U. S. A. DEPARTMENT OF COMMUNITY DEVELOPMENT Gary Griffin , P.O.Box 230758 Encinitas, California 92023 RE:,705 Caroline, Port Angeles, Washington Dear Mr. Griffin: Public Works and Utilities and the Department of Community Development have reviewed the plans for the proposed hillside slope repairs and stabilization at the above referenced building site and have the following comments regarding permit issuance.' In addition to a building permit your proposal will require: Right OlWay Construction Permit is required for any construction within the City's right of way. Permit fee is $45.00. Construction within City'snght ofway is to be' performed by a licensed bonded contractor. All construction within the'rightofway and the area of the Waterfront Trail will be subjectto City inspection and approvaL .. Righ.tOfWay Use Permit is required annually for the existing building within the, City's right of way, the proposed drain line, soil anchors and slope stabilization blankets. , The Right bfWay Use permit is not a construction permit; it only provides the approval for use ofthe public right of way. The issuance ofthe Right of Way Use permit will be subject to all ordinance requirements and you providing an annual inspection report by a licensed engineering finiI' of the stability of the structure, drain line, soil anchors, blankets and the hillside slope. The report is to be submitted to Department of Community Development for their review. The Right of Way Use Permit will be required to be renewed annually for the life of the use. The current permit fee is $175.00 per year. The permits will allow protection of the existing nonconforming structure. No addition to the structure within the right "of way will be permitted. . In addition to paying the permit fees, you must maintain in force, personal injury insurance of . $300,000. per person,$300,000 per incident, and$100,00Opropertydamage.FurthertheCity shall further be provided with an endorsement to such policy, naming the City as an additional insured. 321 EAST FIFTH STREET · PO BOX 1 150. PORT ANGELES, WA 98362-3206 PHONE: 360-417-4750 · FAX: 36,0-417-4711. TTY: 360-417c4645 PLANNING@CI.PORT-ANGELES.WA.US OR PERMITS@CI,PORT-ANGELES.WA.US ,---" ~ r . ~ ' Griffin - 705 Caroline August 24, 2004 Page 2 You must also comply with the following Environmentally Sensitive Area (ESA) conditions of approval: COIiditions of AnnrovaI forESA 04-09 Griffin: l. The applicant shall follow the recommendations listed in the Geotechnical Report written by Northwestern Territories, hlC. and dated May 11, 2004. 2. Prior to issuance of a Building Permit, the,property owner shall complete a hold harmless agreement indemnifying the City of Port Angeles and record the agreement with the Clallam Count Auditor. 3. Prior to issuance of a Building Permit, the property owner shall obtain, a construction right of way use permit. 4. Prior to issuance of a BuildingPermit, the applicant shall submit engineered plans signedby an engineer licenced by the State ofW (lc:hillgton. 5. Prior to issuance of a Certificate of Occupancy, .the drainage system shall be inspected and approved by City ofPo:r1 Angeles Engineering Division. 6. Vegetation on the marine bluff may be trimmed to allow placement of equipment or for, repair of structures. No vegetation shall be removed unless no other alternative is available. Any vegetation removed shall be liinited to the minimum necessary to completethework as designed. All plant debris shall be removed from the bluff face. 7. Any soils on the bluff exposed during the work or by the previous slide shall be revegetated , ". with native plant materials immediately upon completion of the proposed work. Exposed soils shall be kept coveJ;ed in a manner that will prevent erosion and sedimentation until such time when replacement vegetation has become fully established. ' 8. No yardwaste or debris shall be,placedonthebluffface at any time~ Prior to issuance of any permit, tlus letter is to be filed with the Clallam' County Auditors, and attached to the property owner's deed of record. A copy of the recorded document is to be returned to the Department of Community Development and attached to the building permit. ' Sincerely, ~~' , , '7 Brad Collins, Director cc:Glenn Cutler, Public Works & Utilities Director Bill Bloor, City Attorney G:\EXCHANGE\PLANNING\Caroline705, wpd - ~ ..u ",' "c----.--.-::-:----:-c- '" WAIVER: AND.RELEASE ,- ,. " .- __O'_".'_._"_W'____' ____.._..____._,.___._.._.__... ____'_"_'___'W"__ ____ _____ ______________._ _ ..___ __ ___. ____.___.__._____________ __..__._. ._......._. .. FOR AND IN CONSIDERATION of permission from the City of Port Angeles for tlie ngbHo:" --- .', ... .. , '..', "" u'. , "..' ,. '" .. ,-,',,'. ",- . .... ., . on the p~vperty located at: 70'5 (JAM0! IV/;; Sif: Po f\.-.,.- j)Jt) tf ~ les / tJ II .... .............. _.' _ ..' .....M ..... ____., .._.... '._, ...' ..... _ ._. ...... '. _" ."........ '........ ..... .__...__._. __. ."..... ,._.u._....... ....'..M. .__w_ ...._.......... _.......... __0.... _...." __0" '...'....',. ,....... ..._.__....,..,..__._....... ..._.~._~.. _.........._.... .... . . .......',. _... The undersigned, for themselves, their heirs, successors andassigns; hereby waives, releases, and forever discharges any claims against the City of Port Angeles or its employees for personal injuries or damages arising out of the entry onto the above referenced pwperty for the purpose as set forth above. -' Dated this ;...? J~ r day of Avq U 5/. 2004. lJ ' ' .-,---' / /. ~~/-- ~ /~,1-,a1/~ ///.-. STATEOFWASIDNGTON) tf # ) 5S: -- COUNTY OF CLALLAM ) __""u ___........______.'u._.'.____..._._.._..__..__.,_.._____ ___A. __ .__.__ __.. __.... _ _. ._.__. _ _.. ._n_ M __ ____ _. .__ ___ ._ ...________ __....__ _.___ _ __._....... .._. _ ..... ._..... _ ,.,.._ On this , day of . 2004, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn., personally appeared , to me known to be,the,individual described' 0 executed the foregoing instrument, and acknowledged to me the (s)he signed aled the said , instrument as hi,s/her free and voluntary act and deed for the uses and es therein' mentioned: Given under my hand and official seal the day and ye , NOTARY PUBLIC in and for the State Of Washington, residing at Port Angeles, Washington. "-.----- ---.----, .---------------- --- ----_.____0.__- . N:\PWKS\LIGHJ\CONS\CA TE\W AIVER.,wpd - ,-- . ..'.. . .' -------- - .. CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT f<;;,{~~<<'~~<<'Q?~~~~<<~~~~~<<~~~~~~~~~~~~<<~~-<:;i:<<'~~<<'~<<'~~~-Q,~ ,r " ., .' " , ~ Slate of California J) . } , , ~ @ ~ ~ ss. ' ~ County of ~ ~~) , , ~ '-10 '~1 ~ \ : ,~ 0 ' ,.#')., 3/ ~efore me, . J I::: II LI I:: I" -~~ ,~ ~ ~ 1/ OM. ~ ~~TII.JC.(~-"oo&.'"""o"'"'<) I . ~ personally appeared ': , A (:!' (j i ~ . ~ ~ --- , Name(s) of rt- s) , ~ ~erSOnallY known to me ~ ~ " ,proved to me on the basis of satisfactory ~ \ eVidence (') ~ ~ ~ I ,q r to be the person(s) whose nameW is/~ ~ ~ i,;~~:"., L~,,)' ~ subscribed to the within instrument and ~ ~ l@ com"""',o#1328843; acknowledged to me that hel,J,"fll,"y executed ~ _ . Notary Public. CaHforma .,., p, ... San Diegb County the same In hls/herftnelr authorized ~ Comm. Ebcpimo.cS.2005 capacity(+e9t, and that by his/her/their ~ signature(-s-) on the instrument the personfs), or ~ the entity upon behalf of which the personfs1 ~ ~..... ~ ~ ~ ~ ~~~ ...... ..... J acted, executed the instrument. ~ ~ -~ Comm......I132...3 B ~ f -. N~"Y'-''-' f ~S my hand and ~fficial seaL' } ~" San Diegb County t '~( I 8 : My Comm. E . s Dee 5.2OO5! ('-: L ~ ~ ~ ,,_, J ' ~ _ ~ ",re ""'0 ".,t:. \._~. "..M." '" """o---."~ ~ (~ I ~ OPTIONAL ~ ~ Though the information below IS not reqUired by law, It may prove valuable to persons relying on the document : ~ and could prevent fraudulent remo:al and reattachment of this form to another document. ~ ~ Description of Attached 2o~ent .) [~ ~ Title or Type of Document: _ 'A tl ~./1A () />_ 7- 1.f1 ~_ ~ _ ~! f 2} ()J "- ~ Document Date: (/, J -' Number of Pages: tIJc.J( ~ - . -- ~ Signer(s) Other Than Named Above: ~.( _ .x. ~ I Capacity(ies) Claimed by Signer I I ~f1er's Name: .~ . I ~ .. . , ~ . Individual lop ollllumtl here , . 0 Corporate Officer - Title(s): ' ~ [-I Partner - [] Limited [J General , 0 Attorney in Fact ~ 0 Trustee ~ [J Guam;an DC Co",eNalDC I~ 0 Other: I ~ Signer Is Representing: . ~ ' , , " ' , , I .:<-cz;'C<;.'CZ.'cZ;'C(:;~~~-CZ;~-CZ;'<''''('-CZ;-CZ;-CZ;,<<,<<'CZ.'CZ.~-CZ;-CZ;'CZ.'cz;c<~;c(,:;cz'CZ.,<<<<'CZ.<<<<,;cz;,cZ;'CX:;'CZ;<<<<'<X<<~~-<X'O'0. e 1999 National Notary Association. 9350 De Solo Ave.. P.O. Box 2402 . Chalsworth, CA 91313-2402 . www.nalionalnolary.org Prod, No, 5907 Reorder: Call Toll-Free 1-800-876-6827 --.---.- I P" ,.'" :N - ,'.. ,,' ~"""..-""..:,. ~,-,,,-..,,..-c-:,, ",,,,,< " ' ,...... ,: , .. 0', RJ:'"f 'N'G' 'EL' 'BS .,-~..",..,,':J"'<l.""-"" '."r" ,.,."."..'" ,'... "..,.,...'.".,.",..,'"'",.,..'.., "". i j ,,' ,i .., .': ," , [t":~~;;.:,t:it~;:};;;::F:;.;..::;~;,;:,\:: ;:\; ,.c::;:':;..~:;~:;~b~~;;h~<. .:: , ", ' .. ."RI61?JJ!,rgE'W~~..tJS-m'<.....~~.l"""t"-'J" "i'" ~~~~;1~,i~:~~:i(~~:~?"..:'.'..;:';?"~;;;...>,?4$tf.f~~~?) WAS H I N G TON, u. S. A..BEilllY.JI< ";,;;ti..,;I",.~7.,<if,a\i""k!~,,..,:..,' ~L~f~t~;f~~l~;i~~1f:~ '..'~!,:~'~ ~.:7 ~'...~~;,:;~ :.:.M_: ...~.~~:.;~>~;~~~~~~,_~~~~i:~:~~~:~4t.:;~~.;;. ~.<; ;:~~.~ '.; NAME OF APPLICANT GA IlI1 (D IL-/rFIYIJ DATE .-1 h / /d'l MAILING ADDRESS P (). Box ,.:J3075~ E (lJrl nJ(Jj)S' eJ!J 9dl'j)3 / I PHONE NUMBER /00 9/a. 0/11 STREET ADDRESS OF PROPOSED STREET USE 705 {!AYLOLltJe. S//lt!3eT I DESCRIPTION OF REQUEST (include drawings required for clarity): [If street closure is requested, please state the name .. of the street and limits of closure, together with the duration of closure.] ,- ' , /7_ .SZl?P..P-r t!?Orf@e....JSAJ1: 4LeCt?P.<;;if/lY J tl)~ I!fl'Ztf-- /l-rr~m;OT//I/(6 '/0 "f-f.".RGIn., ..:.'1 71/Ip, pJI LL I IV ..p no tV I d f"- 77l C- I '~JlLs 't!:.- '77J n.,.- /.vA- ~ nAFYJ ~ € tII .1:2.,'" ..# : ~ Li lUff. I IS THE USE TEMPORARY OR PERMANENT? ~/l-m/f/VtVV r HOW LONG WILL THE OBSTRUCTION BE INPLACE? hi/) ,. ''V,;;;';T'ARETHEHOURSOFOPERATION?'' ,,' '. /ZIff HOW ITWILL BE LIGHTED? /;//,V EXPLAIN THE NECESSITY TO USE THE PUBLIC STREET, SIDEWALK OR PLANTING STRIP. ARE THERE AL l:E1TE ARE!\S THA.T COULD BE USE;D? } ~ /J.. . '.:;;te.., f}tI!>~ /J/J.S ./)ert:,-t/ IA) 7'71f'? .~AI'I1e.. L-GJ4'1/~ W --liIA- lId ,~pjlf.~.. --r1IIi' E!.h,{!,d _1I.H"p,'::: r".., ,.bP .(If-lAIn!"'))., PLPAJer>e-'e. A-}l'/trJ+6JJ,' , HOLD HARMLESS and INDEMNIFICATION AGREEMENT In compliance with the Port Angeles Municipal Code, and in consideration of the issuance by the City of Port Angeles of a Street Use Permit to the undersigned allowing the placement'ofthe above described street l!Ise,or obstruction, the-undersigned-for himself and,. 'I '. for his successors in interest, hereby agrees to indemnify, hold harmless, and defend the City of Port Angeles against any claims or lawsuits for personal injury or property damage arising out of, or in any way connected with, the placement of the use or obstruction on the City street, sidewalk, or plariting strip. ~ I A,- '1.) DATEDthisWl'tS( daYOf~Gt t-tSI / ;J~O~:(/ . LClUI8EYtILE 0/J~ . V . ComftllIIIOn.1321M3 ,~ppllca J ' m=-="" j SUBSCRIBEDandswomtob~for methis:.1;;~aYOf-f}.u~ .200'JY " , ,ExplrtII*S.2005 '" ) ~ ! ! /J .A /.} ~} ~ Y plJB&C in ~for the state of ~.LL ' i i-,..... ' <:.ffL-IEO~/I-7:W.:;.~\,:..."~e..residingat, <:.(.AAJ~ (1// -................................... (This permit, if approved, may be terminated by the City of Port Angeles without cause and at any tjrntf) , , . {OFFICE USE ONLY} Co~ies sent to: Fee paid $ "lS l?~ Receipt # D4-3 D ~~:ce _ Agreement to Remove Encroachment signed and Planning Finance Date: Application a ../ - Date ................................................................................................................................................................-...........................'..........?)..:;1'..................... Copies to: Applicant 0 Fire 0 Police 0 Street o Other 0 Address file 0 RUP file 0 R UP # u 'f - -=3 ( ) I , FOR OFFICIAL USE ONLY: BUILDING PERMIT - APPLICATION Date Rec,:.b -2~-Ot.f P=,i" 0'1 ;i;j :; Fill out COMPLETELY and in INK. Your application and site plan MUST BE Date Approved: COMPLETE to be accepted for review. If you have any questions, call Date Issued: PERMITS (360) 417-4815 FAX(360)417-4711 I Applicant or Agent: GA~ G ILtoCFln) Phone: 760 .;2/:) () II / Owner: G A Y/)~ (6 (LlrPIN Phone: 700 ::vtJ 0 II I Address: p. D . 'bO/< f)3(J75~ City: fE:n)QlIU n1j 5 j <2~ Zip: ?zO:;J.- 3 Architect/Engineer: Cf\.A.(4 Q. OweN Phone: 860 !.f~ 8"f>7tj <cfoe rnA-l~ 'I .i3 Phone: Lf~5 3 9 ~ 63/8 Contractor I\lOrLTI+ ('oA-Srt:lltlLllt\JG=. State LIcense #:_ ~ ~ /p Exp: SNte Zip: 94'0').7 Address: fLfU, tJ W G'UnA-Al Bl.JJJ).:l~ City: rSSIl ZU4~ I wI+- PROJECT ADDRESS: 7(JS ~41l0UNE , Paf"'.' ffl\J0e.-Les ZONING: LEGAL DESCRIPTION: Lot: 2(, ffc-P 7tJ-AU. ~l~ck: 33 Subdivision: rJO fl.m/HV .R, S'il1 nit s CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: Billing Address: , City: Credit CardType VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: )1 Residential o New Constr. ORe-roof o Stove SF.@$ /SF. = $ o Multi-family 0 Addition o Move o Garage SF,@$ /SF. = $ o Commercial o Remodel o Demolition o Deck SF.@$ /SF. = $ ~ Repair o Sign o Other TOTAL VALUATION $ 7S-0D6 ~~ BRIEF DESCRIPTION OF Ttl.I!.; PROJECT: :!iTA t),4.L I ZA" ON oQ nolll.s e .Qa\Jd0DA-TIDN \\- sLape- COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories: - Lot Size: Existing Sq. Ft. & Proposed Sq. Ft. = TOTAL Sq. Ft. Total lot coverage % . " APPROVALS: PLANNING USE ONLY: PLAN: BLDG: DPWU: ESNWetIand(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: FIRE: On:lliR: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. 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 currentfee 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 tIle building permit application and construction plans are submitted. All otherpernutfees are due at the time of perrrrit issuaIlce. EXPIRATION OF PL'AN REVIEW: If no permit is issued within 180 days ()fthe date 6fapplicati6n, the applicatioll will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of the Uniform Building Code, current edition). No application 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 is my responsibility to determine what permits are required ,not the Cit 's, and that I must obtain such permits prior to work. T:\FORMS\APPS\Buildingpermit. wpd Applicant: V Date: 6~'f~'I 'I' , I Jul-2l-04 l2:4lP P.Ol . u.s. Fleet Services 31 1 Fo~rth Avenue, Suite 606 TeJeil: (619) 232-2620 San Diego, CA 92101 Fax#: (6/9) 232-2634 FAX COVER SHEET Date: 7h /Mc; \ / / To. '1' N~me: ;(odleK- ()./VSS . Company: (~~/ -;:., Cl t "fj,)/LI ~/UCJ{>!.e:5 F~~ I ( From: ~IIIUI 612-1 ~~/ Ai Name: 'Fax#: 6/9 j)~;:) ~3t/ RE: -705' (' .II/u)(/~ 7 , (total number of pages, including cover page): A< fer!. ()CUC eoiUuel1.. S,4TJuN/ ;!.e/lse- de U( e(A) ~e -r;,(l.t"J/~)//'Jtq - -L- ('/117./ he- ./lcA-dt ecP A-T 7/,tJ ~/~ tJ//I_ 4/!/'f (?/!/h/J1t;/LJ/S () 11 I/--P I ,/, f tit<..., e.11- Iv c) I 0 e.- ' / /{.,/ (J.?J r7? /U4 . --de.. IJ/Mif'1(J//!/4 A/Z.f'. 1/z-f>4;c:..y I 1 / v- I 'f/Jl'1-ee/~ll ' ~+ // // . , I .{ /' IJ I Jul-21-04 12:42P P.03 , July 21,2004 T~ Whom It May Concern: This vacation is being requested because an old utility map is showing the city as owning the bluff that the house sits above. It is necessary to repair the bluff, and we need the vacation to do so. The area in question is not on Caroline Street and does not interfere with the city walk down below. A ten-foot piece of Caroline Street was previously granted a vacate under ordinance # I I 71 . I ,.----------------- Jul-21-04 12:42P P.04 The w..t 36 f.et of Lot 7, and All of Lot 8, Block 33, Norman R.. a.J,.~I:~ ,S~~"v~iQD of 'l'awnaite of Port ~gel..., as per p1;at r.e~ U."V9~"" It of DeeQa, page 1, recoz:da of Clall..eouatYJ , ,;' ~ 10 f..t ..~,Cp~_I~_____ .' I' . . to . . pl.' .' '.. I, ~'., ~ .~lill......'"jI,.;i.....;;d~..._ -~!J:J'i lit. '. . '.~'",:. : 'I i '.tf.~.~~' coanty, WashintJt.on. ."f " . ,.' : ' '.' . './ ~ I .. ' .' I '. .... ;r~J1 . .;', '1 "'OUlfY'i' .' , ,:.......Iv u , ' :. . ;'~ I',. ,:,:,.J;T10N EXCiSE TAX0,3, ;'1 ", I:;' M.u:r B 1974 , . ' ,v , I' , , "0. -rx; ~ ; I .... . :'.." I~ .~' -, .~;. ~{ , .' TI'EAS'ji"';;) ('"\".JJ' "\ i \1:..\ , J ... --. . . "- ...-....: :~:'. ' .J '. "~ .1.t ., . .' J.' . " \ , .... I I I , , .. " ~ . '-. '0, " .- .. : ,-' . \ . " '. c., \ C , " ...J OF 'l " -=:'00 ' I I N YHE -rO\NN 5 IT E 0 F f-I I 0 .' , ~ I ( o , PORT ANG.E:LES f-I N .. ~ jJ"C.. c tie ......... . r:/.:;;;o W "0 \J .' . ~ ~ .....-/'" -~ , # . # - " , ---- - . # ~-- .-- .--- . . ~ B" " # " , - , , - ,- " .' - "-' .. " , -,,,, , " "'1 -- - , .." , -', , r. ,U '" , , ,-, " - ... . - ,./, .J IJ ..).' . . -1'''' 2.' ;. .. '~'," , ," -" ~.." ..--"---',,' ' ~ t f",. ./ , J' .;.. ,_ . " " ,o~ ./ , ._--- .-' , __ I ; o~ 8' . s. . .~ '''3' I . ~ # _ 6 ../ ~.,. , ./ 6" -,- ./ ! 1': ').of ~ ,./ ", . } /' - ' ' - , ! 10 /I Id '7 I' · ..' ' ~ : "A , .,:/ 1 ~ . TJ-c... - , o. 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L_ , - -, ". --'-.- ')'0 ~T '" '-j C'~- ";' ~ r-:tm ' I r I l' . i I r-;-' r' '. -r-- 1!'Tl-rr-r-r,- '-r';," T j--', -, -r- ~ ,--", "-''I I' ,-,-__ r- _ . I ..-! i,. ' , , ct,!, i : 0 I It.: I: r I ' ~ I, \) I : I I I ' I I, tho... . ... ,,,- &_'" ..,. c:; !. :' I' 1.2. ; . :" !: i ('; '';' ',.!. ." ,~ i : I ~ . .' I 4. I, f : 2 : 1 "'! ' ~ 'e. ( :..t . , . 2 ' , ~ . 0 ,7 ,; i.3 ~ .3 2.' : .., . ~ ~ : t'll I . _: ., a': f! I . I ,. .... 0".... r Jul-21-04 12:44P P.O? / . , " I .. i... . ~ # . , . ~ ,'" . I' .: , .. "::'...J~O"(; Caroline natb of Blk 3,5 H.R.Smith w~st of EU~1,c1' ;!~i !!.~c:~orl~ , : '}; ~l~O~" Alley 13th/14th Cherry/Valley. . ,;,: ,,' :. ;:i,'lih:J.i~;~t : nQ" froll Blvd to RR R/W . . , , .. I ".4'r~, , , ': ':.. " :~:",;", Unn..ed trom 18th to 20th Subd. L. 128' . '1, . 'l, ,I ~ :::1: "pH ' trolD Blvd to NEly' .line at Su, L. '97 & ,911 ;,;; , Unna.ed troll 22nd to 29th in Sub.L. 164, ' '~.,;.; Unna.ed from HEly line, of W.18th 'St. to HE1y 1 i '} ~ :i", +',: Unn..ed" froll SE part of Sub L.l~4 'from 22nd to :,-,;~,~:"t,( ~t.,,~,,; "0"" I trolD Blvd. to centerline 18th ,:,~':" :," :",r:,( "N" trom Blvd to centerline lBth _ , r " ...... ..:' I ":, :'. '; ':,~ Unn,aed from NEly bt Sub L.99 . ;;:: ~ . "..J f. ::,r: 17th' in Sub.L. 99 ' , ::;1 ; I 0, 19th in Sub.L; 128 ' ';; : 20th in Sub.L. 128 i , " 22nd from "M" If. to RR R/W . i 2 Alleys in Sub.L. 164 :': : 23rd. in Sub.L. 164 ':i I 24th . in Sub.L. 164 ,;;, , 26th from W.line Sub.L. 173 & 192 E1y to'BI" ::: Blvd. along Sec. 6 &? W. City l.imits to ce :, ~+in. . (repealed????) "i; :' '~' "I" S.M. 16th to Blvd. i!, 1 . 18th, from E.}.1,; of I1N" to W.N. "FII St. .;:: ; b "Rn 'N.M. 18th to H. City Limits. T, .. . .. , ' I " . I '! I / 114~ . . N. &. S.A~ley "Blt ,3 Cains SU,bd, Sub Lot 18 betw ~~ts 1& 5 .. {, . . I " ::~ ~:' {ll~~," Alley IWly 250 ft Bl"k 3S N.R .'Smi th . ~ '..: :':: ~" -j :;; ~."'~' . .. : i :'; i . ; f 11'0" Alley BIt 35 Town. betwl Lots 9 & ,10 on N.' an' ~ 1 ~o~ '11 Sou :: .: ~ '-. . . . . . ; i~~; ~ ;':; ~"ll'" parts, B',~,D,E -' & .pt Alley - Block 38 & 104. ;;: Railroad from W.M. IISIl, to W.N. Lot 6 Blk 12 TL~ :l: i i liS" N.A1.' Marine Dr. to Inner Harbor Line .:'; II D"' n II 'I , : ;;' ; lie" N .M. alley B11e 105 & llQ t, 0 10' S. of'~,': .! Of 3rd lie" N.M. 3rd to Inner Harbor Line ~ :.i: . ' liB II H."'. alley Blk 103' & 105 to 10' S. of ~::..; of 3rd ., "B".. N.U. ,3rd to Inner Harbor Line . I: ,; I ~ l~ Alley Blk 104 lyinq W. of C.M. R/W :;: : '~ 2nd C.'-,. R/W to Tum"'ater Ck waterway , "f,.. 1st W.M. Tumwater St. 'to ,Inner Harbor Line !:i, ; ....f~, l1C,5~ Alley Blt 42 H .R.Smi th . ':'1:; . lfltJ1l1f V1r;inia Park 6. Terrace Plat e.xcept lot 6. 2nd St.;. ,:;: j '~~;;~,:~~"~.~!~. ',,' H... S~ .Alley Blk 1 Cains 21froID S.M. 2nd t~ E,., w. 1~'.iY,* '.' t'"~~ .. "~lt"..1\l~ <: '10', on, north .i~,.bu;t,tJ...(~":::~~~;.. '. .~ : " -'.."",~'.:'\o ': +F ". :a~" Al11Y · Ilk 16; T. from W.M. Chal. 3:50' We~t~ . ~. ~ . . ~,>~j,,~' 111J.,: N - SAlley betw Lot. 14, 1S, 16, '17, 18 BIt 4 Cal ~:~~~~~~;.~ !:,. :' ~:~"..~~:: \'. :1\""(;,,..,: r." ..' t:..~i'~.~ ~:.':' 'I' . " . ----- ,} t i .. r-.' ,r" n ":1 r~~',' ; , 'ji ..., "V~ ~ GEOTECHNICAL REPORT Prepared For Gary Griffin April 8, 2004 For the Property Located at 705 East Caroline Street, Port Angeles Clallam County, Washington Prepared by NORTHWESTERN TERRITORIES, INC. 717 S. Peabody Street Port Angeles, Washington 98362 Phone 360-452-8491 Fax 360-452-8498 Web Site www.nti4u.com E-mail info@nti4u.com ,Jl --------------- ----- , . , .. (,t NORTHWESTERN TERRITORIES, INC. A JLS GROUP COMPANY 717 SOUTH PEABODY STREET, PORT ANGELES, WA 98362 Enginoors Land Survoyors Goo/ogists NTI Construction Inspoction Matorlals Tasting (300) 452-8491 FAX 452-8498 www,nti4ucolll E.Mail: info@nli4ucolll JLS GROUP, INC. Geotechnical Report for 705 Caroline Street, Port Angeles May 11 , 2004 Gary Griffin PO Box 230758 Encinitas, CA 92023 Subject: Geotechnical Report for the Property Located at 705 East Caroline Street, Port Angeles, in Port Angeles Township, Clallam County, WA. Dear Mr. Griffin: Background At your request, Bill Payton, Engineering Geologist, with NTI Engineering and Surveying, Inc. conducted a geotechnical inspection of the above-mentioned property during March and April of 2004. The purpose of this inspection was to visually observe the bluff at the subject property and make recommendations regarding the mitigation of a slide that occurred on the bluff on January 7, 2004. NTI conducted a similar geotechnical evaluation of the property in September of 2003 for a potential buyer. Site Description The subject high bluff property is located at 705 Caroline Street in Port Angeles, overlooking the Strait of Juan De Fuca (Figure 1). The property is bounded on the north by the bluff and waterfront trail, on the south by East Caroline St., and on the east and west by residential homes. The house at the property was built in the early 1900's and is situated at the top of the bluff and extends a short distance down the face of the bluff (the bluff having been benched to accept the apparent perimeter concrete and interior post and block foundation). Access to the north side of the house is via a stairway down the bluff on the west side of the house and then along a catwalk along the north side of the house underneath the overhanging deck. The house has been added onto over the years. The yard is vegetated with grass and some ornamental trees and shrubs. There is an out building at the west end of the property. The yard slopes gently towards the bluff. The bluff face is vegetated with young trees (predominantly Alder) and brush except where the slide stripped off the vegetation. Other older slide scars were noticed on the bluff face that has since grown over. Many of the trees on the bluff face have curved '1 -------------- ------ ----------- , , "pistol butt" trunks indicating that shallow down slope creep of the surface soils is occurring. The bluff face soils were damp, however no springs were noticed on the bluff face. The toe of the bluff is protected from marine erosion by the waterfront trail and a rock bulkhead. The bluff is about 79 feet high with an average slope angle of about 40- 42 degrees, although, the lower bluff is steeper at about 50 degrees. The house is equipped with roof gutters and downspouts. There was some debris noticed in the gutters, It appears that the downspouts are connected to a tight line drain that extends down the west side of the bluff to the base of the bluff. A tight line running do.woJhe east side of the bluff does not extend all the way to the toe of the bluff and cneed~t0:6,e~exle.naed. This line may belong to the neighbor east of the subject property. It appears that the house is founded on a combination of shallow concrete footings with concrete stem walls, and post and block supports. Several bottle jacks were noticed in the crawl space suggesting that some settlement of the house has occurred and that attempts have been made to level the structure. Readily yisible portions of the concrete foundation and interior brick chimney were observed for the presence of settlement cracks during the previous evaluation and none were noticed. This may indicate that there has been relatively little settlement of the concrete portions of the foundation over the years. Some undermining of the north footing was noticed at the east and west ends of the house during the previous evaluation. This is possibly a result of soil creep and erosion/sloughing on the steep slope adjacent to the foundation. Observations made after the January 7 slide revealed that more of the footing had been undermined because of the slide. The slide was triggered by a reported waterline break due to freezing. Geologic Conditions The SCS Soil Survey of Clallam County maps the soil in the upland area of the subject property as the Clallam-Hoypus gravelly sandy loams (14), and the bluff as Dystric Xerorthents, extremely steep (19). The Clallam-Hoypus soil formed in compact glacial till and glacial outwash on hills and outwash terraces. This soil is typically composed of silty sand or silty gravel. Permeability ranges from rapid to very slow. There may be a perched water table during the wet season. The hazard of water erosion is slight. Plant cover is necessary in order to reduce erosion. The Dystric Xerorthents soil is found on coastal bluffs and formed in colluvium derived dominantly from glacial drift. This soil is also typically composed of silty sand or silty gravel. Permeability of this soil is moderately rapid and,the hazard of water erosion is severe. Plant cover is necessary in order to reduce erosion. The Washington State Department of Ecology's Coastal Zone Atlas of Washington maps the upland area of the subject property as Everson Sand (Qes?) and the bluff as Undifferentiated Pleistocene sediments (Qu):The Everson Sand is typically composed of sand, pebbly sand, and silt deposits. These deposits are located adjacent to stream valleys draining the Olympic Mountains. They also uncjerlie fan-shaped landforms that grade into the flat topography of the glaciomarine drift. This suggests deposition in a deltaic environment at the time of the Everson high sea level stand. 2 ----------- I The Undifferentiated Pleistocene sediments consist of glacial and nonglacial deposits and are mapped where detailed analysis was unavailable due to steepness of the bluff or other factors. The Atlas maps the stability of the bluff as Intermediate and of the upland as Stable, Visual observations made at the site are generally consistent with the above descriptions. Stratified sand and pebbly sand deposits were observed, as well as occasional thin silt deposits. The exposed sediments on the bluff face below the house are very compact. Soil logs from previous geotechnical work performed at the hospital, located about two blocks east of the subject property, indicate that standard penetration test blow counts for the soils approximately 20' below the top of the bluff and lower are 50+. The soil logs are also generally consistent with the above descriptions. Conclusions and Recommendations The house at the subject property has been perched on the bluff for nearly a hundred years with apparently only minor settlement. There have been slides on the bluff in the past, and there is a potential for future slides. There is no way to predict if or when a slide may occur, or how large the slide may be. It seems that the main trigger for slides on the bluff in the area of the subject property is the presence of excessive water in the soil. Generally when slides occur in the area, it is in the wet season during or after prolonged or heavy rainfall events, or in this case, a waterline break. Generally, the slides that occur in the area are relatively shallow, removing a foot or so of the surface soil and vegetation, leaving a bare slope face, which usually becomes re-vegetated naturally over time. Another potential trigger for a landslide would be the occurrence of an earthquake of sufficient magnitude to destabilize the bluff. This area is in seismic zone three of a four level scale with one being the lowest and four being the highest. Given the age of the house. its location on the edge of the bluff, and its apparent lack of a deep foundation, it is probably not economically feasible to retrofit the house in order to be capable of withstanding such an earthquake. The focus of this report is limited only to the mitigation of the most recent slide. If further studies regarding earthquake analysis and retrofitting are desired. you are encouraged to obtain such studies. The following recommendations should be considered with regards to the subject property: E'l<. \t::t...JO "'T\~'.n \...\,;...,,=," ~ C:> N (?~ "- \t;>,,13 t:r at::?' 1. The existing drainage system should be t roughly inspected and cleaned. The 1'3"-'~ inspection should determine the adequ cy of the system to divert all runoff to the ~ J base of the bluff via the tightline drain There should be no leaks in the system. The system should be repaired or modified as necessary to capture all runoff such that no runoff is allowed to flow over the face of the bluff uncontrolled. The drainage system should be inspected and cleaned at least once a month. 2. Vegetation on the bluff face provides stability to the bluff by reducing erosion and removing some of the water in the soil. Vegetation growth should be encouraged and enhanced as necessary. Bare areas should be re-vegetated. The use of erosion control mats (ecm) or turf reinforcement mats (trm) may be necessary to 3 help vegetation get started on the steep slope and to increase the strength of the root zone once vegetation has been reestablished, Due to the steepness of the slope, a rather strong mat is recommended. Based on past conversations with ecm/trm suppliers, at least a North American Green C350 ecm/trm or equivalent is recommended (See Appendix), Please refer to the three Washington State Department of Ecology (DOE) publications included in this report for further information on slope stabilization measures and plants. Also, an experienced landscape architect can assist in this matter. 3. Under current building codes, it would probably not be possible to build a house as close to the bluff as the subject house is. Typically, a house that is constructed close to a bluff would be founded on deep piles in order to protect the house from being undermined in case of a landslide. It appears that the subject house is founded on shallow footings. Thus the subject house is not as well protected as a properly constructed modern house would be. We recommend that at least the north footing line be supported by some type of pile foundation system in order to support the existing undermined areas ofthe footing and to mitigate potential further undermining from possible future slides similar to the slide that just occurred. It also would be beneficial to somehow mechanically strengthen the slope below the footing for some distance so that if another slide did occur, the slide might be prevented from reaching the north footing line. A structural engineer should be consulted with regards to these issues. These are just ideas and the structural engineer should be consulted for specifics and for the best solution to the situation. Please see the Appendix for soil property values that may be of assistance. 4. With respect to yard maintenance, it would be best to plant deep-rooted drought tolerant native plants and to not use irrigation (remembering that excessive water in the soil can lead to bluff instability). Any water lines/irrigation lines that are close to the bluff should be abandoned and capped off back away from the bluff. The reason for this is that a broken water line could trigger a slide on the bluff or a slide that undermines a water line could cause the line to break and create a worse situation. Water lines should be protected from freezing. Also, at times when the house will be vacant, it may be beneficial to turn off the water at the meter thus reducing the potential for a broken water line triggering another slide. This report cannot guarantee that another slide will not occur at the subject property, even if all of the recommendations in this report are implemented. Further remedial work may be necessary in the future. Some items to consider are placing a retaining wall at the toe of the slope to bring the lower bluff to a less steep angle and hard facing the entire slope with soil nails and shotcrete. The three DOE publications included with this report are published by the Washington State Department of Ecology (DOE) entitled: "Slope Stabilization and Erosion Control Using Vegetation", "Vegetation Management: A Guide for Puget Sound Bluff Property Owners" and "Surface Water and Groundwater on Coastal Bluffs". These publications are now out of print but can also be viewed electronically at,the DOE website: http://www.ecy.wa.qov/biblio/sea.html under the 1993 and 1994 year heading. The DOE website contains more useful information regarding slope stability and site development. 4 I ---. ------------ ----- -- -----...--. ----- --------- Limitations This report has been prepared for your exclusive use in conjunction with the above referenced property. The report has not been prepared for use by others or for other locations. Others may use it only with the express written permission of the Engineer. Within the limits of scope, schedule and budget, this report was prepared in general accordance with accepted professional engineering and geological principles and practices in this or similar localities at the time the report was prepared. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The observations, conclusions and recommendations presented in this report were based on our visual observations of the subject property at the time of our site visit; no laboratory tests were performed. Soil and geologic conditions can vary significantly between test holes and/or surface outcrops. If there is a substantial lapse of time, conditions at the site have changed or appear different than those described in this report, we should be contacted and retained to evaluate the changed conditions and make modifications to our report ifnecessary. Sincerely, ~V-\ A. l~ NORTHWESTERN TERRITORIES, INC. ~~Tf~ (" J (;, 1 rf:. ~ ~ "$ 1~2 <~ '" ~ ; , ,/' I ~ /:JJLl/ o~ o~ C'STc~ ~~ ~S ,-----/ (J\ Robert A. Leach, P.E., MBA SIONAL ~~ Principal Engineer I EXPIRES I 12/30/2004 /) /l 'j // , A'7<C(~ ,- /.~r ~,,--:./_, -~_ . ""'-- -' Bill Payton, L.E.G. Engineering Geologist G:\Gen\BiII\Reports\GRIF0401.geotech.PA T. 705 Caroline SLdoc 5 . 7 . . . ' Assumed Soil Type and Empirical Soil Properties for 705 E. Caroline St. Soil Tvpe . Silty Sand (SM), Moist (assume ave. moisture content of 13%); with gravel below -15' Densitv . Loose from 0'-5' . Medium Dense from 5'-15' . Dense from 15'-20' . Very Dense below 20' UBC Values . Allowable foundation pressure: 1500psf (can be increased up to 4500psf per UBC Table 18-I-A) . Lateral Bearing: 150 Ibs/sq ft per foot of depth below natural grade (may be increased per footnote 3 of Table 18-I-A) . Lateral Sliding Coefficient: 0.25 (See footnotes 4 & 5 of Table 18-I-A) Effective Friction Anale at Peak Strenath . 28 degrees from 0'-5' . 37 degrees from 5'-15' . 42 degrees below 15' Unit Weiaht (dry) . 85 pet from 0'-5' . 100 pet from 5'-15' '- . 130 pet below 15' Cohesion . cohesionless Slope measurements . Slope height: 79' (from 1988 report) . Ave. slope angle: 40-42 degrees (84%-90%); with lower -20' of bluff at - 50 degrees (119%) . UBC setback (per Figure 18-1-1): H/3 = 79'/3 = 26' (1(1/1 ':J/ ~1111t\ 1 ~): L 1 t\ :.! ~j t\ 1 ! j Iii/. (, I 'Nil, 111 . , . . ~ \ ~ WEST,NC. r GEOSYNil-lETIC ?AOOUCT~ - AeF Wee~ Inc.',' O,DA """'. fO( N,W, GoocynlhelJC8. Inc. Woodlnvlllo Corporata COnter II Bldg. A t400 15540 Woodlnvllle-R6dmond ROIId, Woodhwllle, WA 98072 .2~111-8116 800.423-41167 Pax: 426-41fH>126 ~lax To: Bill Payton From: Scott Etzkorn Fax: 360-452-8498 Fa:J:: 425-415-6126 Phone: 360-452-8491 Phone: 425-415-6115 Date: 4/1512004 Pages: 4 Subject: North American Green C350 Notes: Bill I am very sorry I did not fax you this info sooner. If you have any questions please feel free to give me a call. Thank You' Scott Etzkorn. 011!l ~j/ '),(11111 l!..i:Ll '1~~1111~lhll'l, 1'lItJI., tll . . .--- SLOPE INST ALLA TION . NORTH AMERICAN GREEN ~~~ ;'~ . . . . - - . . . . ..-. --.- --r ...r.....r..m...r..'''.~,......;':..,.;:: 0 :~~~f;f~~~~tf.~:~~~~:~e:::::: @ LmJ ~~::~:::=::yl:::-:;:~:yl:~i:.:.:.:.:.:: .~...::.... ........~..: -.'r,,~ . .. _0." ..... .. ........................ ................................ .:~r.j.:.7.~:!.7.:...:....:.-:!..: ... ... .... .n..n .... .-.. .... @ ... .. .........n .. ............................. . :.:.::\.:.:..:~.:::-:.:.:~;:.:-:.:~::.:.:-:.:~.:.:.::.:.:.:......:;..::.,.. ~;:~~~~..;::2~r;}2::"t.:~t;~~~fi::~:~5:?} ...._..__.._............................ ......h..... ... -...... ....... ..... .......... ....... ... ItltilfJF 1. PAEPME SOIL DCl"uRE INSTAU./NG BlANKETS. INClUOlNG Nt( hc.~ N'PUCATlON OF UME. rcn.R.lZER. NIl) SEED. NOTE: WHEN USING CElL-o-SEED 00 NOT SEED PREPARe) ~ CEIl.-o-SEED wusr BE INSTAl.l..EO WITt1 PAPER SIDE OOWN. 2. BEGIN AT lHE lOP OF 'THE SLOPE In' ANCHORI~ lHE BlANKET IN A 6~ (150m) uc.c.rX 6- (l5cm) WIDE TRENCH WIIH A~,~"....,.IA1B..Y 12- ~ OF BINlkEI' ..:...oED BEI'OND 1ttE UP-SlOPE L.. '." . ,J OF 'THE TRENCH. ANCHOR 1HE IJLANI(ET WITH A ROW Of' {STAKES 1-,";I'..,.,.wu.V 12- (JOan) N'Mr IN 1HE BOTTOM Of' 1ttE 1RENCH. BAa<Fll AND COMPACT 1HE 1RENCH AFTER STAPlING. APPlY SEED TO CQMPfCTEO SOl. NfO FOlO ~ 12" (3Ocm) POR11ON Of BlANKET tw:K OYER SEED AND COMPACTED SOL SECURE BlANKEr OVER COMPACTm SOIL WIlli A ROW Of' STAPlES/SrAKES SPACED APPROXlMAlB.Y 12- (JOcm) N>Na ACROSS 1HE WIDTH OF mE BlANKET. 3. ROLL THE Bl.A.1"!'''''~ DCMtf OR (B.)HORlZC)NrAIJ.Y ~~ 1HE SLOPE. BlN..i........ Wl.L UNROLL wrTH ,..........'o.lA1E SlOE N:M6r 1HE SOIL 'N;E. All. elANKE1S IftJST BE sa::uRELV FASTENED TO SOL SURFACE BY PlACINO STAPlfS/STN<ES IN APPROPRIAlE LOCATIONS AS SHOWN If THE STAPlE Plu.r:nH GUIDE. WHEN tSNC 0P1'I0NN. DOT S'l'S1EN~ $W'U:S/STAKES SHOUlD BE PlACED 1lfROUGH tACH OF 1lfE COlORED DOTS CO......,.....oNDlNG 10 lHE A.-...,....RlAlE STAPlE P.....c.o,,~. 4. 1HE ~ Of' PMN..Ln. BlNww:.'j I4UST EIE STAPlED wtrH N'PR'C1DMTElV 2.-5~5crn-12.Scm) ~ DEPEHOING ON BlANKET"TYPE. 10 EHSURI!: .. "",'';;'' SEAM ~PlIoCE THE EDGE OF ~ BlNlKET (BtANKET "'""-...: INSTAUfO ON lllP) EVEN wmt 1HE COLORED SFNoI ~I . ON 'THE PREVIOlJSI.V "NST~ 8lANl<ET. 5. CONSECU11VE BlANKETS spucm DOWN THE SlOPE UUST BE PLACED END OVER END (SHINGlE ~ Wl1H AN APPROXUAAlE ~J.orn~. STAPLE THROUGH OVERLAPPED /IitfA, APPR<>>CJ,tA1B..Y lZ- (Jacm) WMr Avt'\ ~ EN11RE N<m:: ~H LOOSE SOIl. CONOITlONS. THE USE OF STAPLE OR STAKE lENGTHS GRFATER llw.I 0- (lScm) MAY BE "'t\A:.~Y TO PROPERlY SECURE 'THE el.AN1(ErS. ' 1461-9 I-llGHWAY 41 NORTH. EYANSVI..LE.. INOlANA 47725 USA 1-800-n2-2040 CANAM 1-800-448-2040 www.na~.com I ~-- --- -- 11tl / 1 ~I/ ')mltl I ~ ,: 1 I tl i' ~i ill ~j 1.1 ') I. I '{\(jl_ 113 . . MATERIAL SJ-EILUACA TION MJR11-f C350 ~ The composite turf reinforcement mat (C-TRM) shall be a machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional turf reinforcement matting. The matrix shall be evtm.ly distributed &.oVDD the _.:.:... width of the matting and stitch bonded l..~.......... a super heavy duty UV stabilized ~ ,~~''".. net with 050 x 0.50 inch (1.27 x 1.27 em) openings. JIll uItra-beavy duty UV stabilized. dramaticaUy corrugated (crimped) L.:...".ediate DOtting with 0.50 x 0.50 inch (1.27 x 1.27 em) openings, and covered by a ..'""t'... heavy duty uv stabilized top net with 0.50 x 050 inch (1.27 x 1.27 em) \",. ....:110->. The ........~ nettiDg shall form r....u.inwt dosoly speced ridgeS a......,.. the vu:':'v width of the mat. The three ~ shall be stitched together on 1.50 inch (3.81 em) (......~..LS with UV stabilized polJt...udlene thread to form a permanent three- dimensiowd turf rcin:..', .: .. ..u . ,em matting. The C350 shall meet requirements established by the Erosion Control Technology Councill..b\' 1 '-) Specification and the U.S. Department of Tra:oaportatioo, Fedcrzs1 Highway Administration"s (FHWA) Standard Specifications For C...._.;.JCtion olRbads and Bridges on Federal Highway Projects, FP-03 2003 Section 713.18 as a Type JA, B, and C Permanent Turf Reinforcement Mat. Installation staple patterns shall be clearly marked. on the turf reinforcement matting with envL".....entally safe paint. AU ma~ shall be manufactured with a colored thread stitched along both outer edges (""Jlt'lvt.imately 2-5 inches (5-12.5 em) from the edge) as an overlap guide for adjacent mats. The compo3ite turf reinforcement mat shall be the North American Green C350, or equivalent. The C350 permanent composite turf reinforcement mat shall have the following physical properties: Materia) Content Matrix 100% Coconut Fiber (0.50 Ib/yd2) (0.27 kglm1) Nettings Top - Super Heavy Duty UV Stabilized Polypropylene 8.00 Ibs/l,OOO ft) (3.91 kg!l 00 m2) Mid - Corrugated Ultra-Heavy Duty UV Stabilized Polypropylene 241bll,OOO ft.z (11.7 kg/lOO m.2) Bottom - Super Heavy Duty UV Stabilized Polypropylene 8.00 Ibsll,OOO ~ (3.91 kgI100 m:Z) Thread UV Stabilized Pol} tJ. vtJytene C350 is Available with the Following Physical Specifications Per Roll [English Units (Metric Units)) Width 6.50 ft (2.00 m) Lengih 55.50 ft (16.90 m) Welgbt:l: 10% 37.00 Ibs (16.80 kg; Area 40.00 yd2 (33.40 m ) Stitch Spacing for All Rolls = 1.50 inches (3.81 cm) Updated 112004 t"'A~1:. l:Jll ~q/l~/L~~q L~; L1 qL~q!~bLLb , . , , . . " . o)tlPPLEMENTAL SPE"......CATlON . ~ C350 .. The composite turf roinfurcement mat (C-lRM) shall be a machine-produced mat of 100% COconut fiber matrix Incorporated Into a pcmnanent thl'Cc-dimenslonal turfrelnforccmcnt matting. The mmm shall be stitch bondcxl be:."".~ a super heavy duty UV sabiliD:d bouom act with 0.50 x o.SO inch (1.'1:1 x 1.27 OIQ) openiDp, a ultra heavy duty UV stlIbiIRJed, clrmudiadly .. '0.7'''1.1 (<:rimped) inL......:iatc Ilecting w.itb 0.$0 x 0.50 inch (1.27 X 1.27 em) openings, and covend by a supar heavy duty UV stabilized top net with 0.50 x 0.50 inch (1.27 X 1.27 QID) opeI1iugs. the w...'"V'......d nettiog shall fomJ ~..",..jDart. c:.:.,I~..1 "1/'" .. .lrldgcu,.., h.. 1be anirc width of1hc DI2It. The d:Irec IIeCIiD8s sLaB be sd1chcd tDgethcroo 1.50 inch (3.81 em) ......',.... widJ UV SIlIbIliD:d ~ . :.111' "..Ileac thread 10 form a.. .......~-it three-dfm .".:"...1 0II'fn:ia:::,,, U"," ,,1 mattiug. 1.'..L'....'~/ TedM.6od ~ 1hi~1.. -... ASTM.P6~2S 0>>1 ill (I7mm) Resi:....:/ AS'IMDlm 90% DaJsity AS1M D792 0.528 arIiri" (0.913 yjcui') Ma$J FUuitArea ASTMD6566 l25Tyct- (426 da/) Porosity a..J.'-Guid..::_..., 99% Stil':.__ ASlMDl3WECfC 3.83 O&in (42,710 mg-qo) Li,ghtPeoeuatioo .D\..l\.. ~ 9.0% MD TeasiJe $Qq1b ASIMD6818 [DS03~ 625lbs1ft(9.12 kNIm) [651 1bsIft(9.60 kNIm)J MDEkmgation ASlMD6813 (D50351 ~ [8.50%] TP Temi1e Strength ASlM D6818 [P503S] 168 bIft (11.21 kNIm) [910 IbsIft (13.23 kWm)] 1D~ ASlMD6818[DS03S) 15% [10..90%] C3SO f'ERMANENTTURF UINFORCMENT MAl Au;G ONLY Prooertv Test Method T J _:,~, J Thiclcness ASlM06525 051 in (13 mm) UV Stability ASlM 04355. 86% MD TCQ:Iile Strength ASlM 068 I 8 [D5035J 698lbs/{l (10.19 kNIm) [5641bs1ft (8.23 kNlm)] MDm,,,ol.''';:.''' ASlMD6&18 [D503S] 30% [37%J 1D Teasile S"_Jt ASTM 06818 (05035] 710 Ibsfft (10.36 kNIm)[nO lbsIft(l1.33)] " lD Elonption ASTM D6813 [D5035J 20% .. ASTM DI681 (4 iDda strip) TeDSiIc Stn:qth Qd % S1mIgth RctcutioD ofmateriaI tol. ,..., ':. 1000 IllS. .. .....,. ill x..m-Arc Weah ~, "" '*r. MD - MaclUne ,~ .":.00; m - naasVell6 cIin:ction BeIlch ScaJe T:ft Te.tM,1 ...-~ ~ ...... ECrC McdIociI- ~ Of 50 mID (2 in)lhr for 36 miD SoiIIQs5... "'11.32 1.'......:.-: ..lRECP'ubilitrtD ..".....$OiI lOOmm (4 in)t'hr fur 30 miD SoUlossl'lllio. "19.65 ftom t1I1D. splash IDd JIMlV'lllte(f , . .' ,..11r lSO mIb (6 in)4br for 30 miD SoU toss ~ .. 20.48 ECTc Method 3 - P ., '.. "', badon of Sl1e8r. 4.72 JbsIft" for 30 min SolI loss: 127S mn -x..;,..cdRECP'!IIbiU9,'to ~" . ",;..;tsoU Sbcar: 5.7"1b3'ftZ fur 30 mill I SoilJoss: 19Ss 1iom ~dIaWcar," ' .., ." ... __stms. Failure c:rifni. = t.5O ..~ JOB loa SIIeat: 5.91 ~ for 30 mill Soil loss: 255& Sbear .t 0.50 l.eII soil loss (45fr) 7,s1bslll'" ECTC DrdJ.kthocl4-~~of '""I~ """. RECP~i,....-- in :OP"SO~ r:.:.-c' (K2"';.~I.\J 3I~ 21 ~ 11."..". .,...... ...,.,J =1.43% ~~":;,,,~xedgam'-tinlundpla1lt so;{;'Rii" 1.1 :!: a. ',,;,' ,.. .....,...'-,\ fm..:._,..JJI biomass) · 50{1 Loss l\a6o - Soil Lo:.s witk BIIn: Soil I it TA3S wilh RECP (NOlE: SOU to.:J 1med OD ._. ......"\n arudysfs) tBeQcb Seale Pedormauce Testiog Bench scale Ie$t$ a.re index J)l'Operty tests. Thc:sc tests arc not indicative of field perfunrumce and thetcfore should not be used in design tOestabJish perfonnaooo lovols for rolled erosion L.....,...,( products. Bmch soaJe tests are performed according to methods developed by the Erosion Cw".~ vi Technology COUDeU (E~ 1 ~). Updated 112004 ~ I 1 [ffi IE lG IE ~ \\9 IE ~ ~ SEP - 1 20lJIt ~ CITY OF PORT ANGELES '0 / 0.,1. .fC.mm,,'ly D"".,m,"' 11M ~ r: lM ~ tle- ~'/f~ ~ · rh ~. p~ wdi! $- u; r ~ tk~rB ~ w~. ~rrlo/( d{1 "- 1: I, '" ~ ".'. .;,....;" ",", ,':.,:' <;" >>';,< .", ',', ',' " '," '" NORTHWESTERN TERRITO,' BIES, "INC. . fB),D, .re", , rfU, )e n ,'\\,n,.; rec,rm~',' .>';,. AJLS GROUP COMPANY Ulll!; l!:D l!;. U 'IiI l!; tw ....'"".. .y. . ....... . [17.', O,UTH,' ',P,' EABODY".""ST,B"E, ET, P()R,.T,' A, N,' GE, L, ES", ',W,' A 98362' ',.., , ','" ,I, ~APR~l2005', " " ,',' " ",' 0 Engineers 0 rand Surveyors 0 Geologi~ts ',', . NTI ,,0' Constru~tion Inspection, oMaterialsTesting, , ' ,,' CITY OF'PORT ANGELES " , , ".,'," ,',' "" (3~O) 4!i2-8491 FAX 452.8498 www,nti4u:com E;~ail: info@nli4u,com Dept.of CommunilyDeVlllop!Tlehl .,JLS'GRQUP, 'INC. Subject: Final inspectiorrof slidererpediation :workat7.o5 E. Caroline Street in PortAngel~s,W~shiqgton ' , ' ' ~' " ,.~,. At the requestofthe CityofPortAngeles'BiIlPayton;.L.E;G.<Engineering , ;(;;'1 Geologist with.NTI~ngineerin~'andSurveyir1g(NTI)ClndCraigOV\ler1' P:E. ,...., i ",',' ,.. Consulti~gStructUral .Enginee'r~,is~t~dJhe'ab~\IeYeferEmcep,prope.rty()n.~priI7, D. .2005 to Inspec, ttheslJde(E~medlatlon work performed by North CoastDnlhng. ',,' ?, ' , ,',,' ' " ,." "> .,.'" ',.',',,' ,.'.. ,'",'.,,' ,,'..."., '" ' " ' " " " '"1' At your request, NTlhad yerylittle invglvement inthe. projectpu ring 20nstruction; C ,aQpthus our onsite monitoring"duringconstruction cor1sisted ofonl5'a few, short " visits. Our 'inspectign, pfthg wqrk.hc:ls b~en! i l1Jit~d'to ,the G()ntractors~tatgments' '.' (ex. regarding,depth,ofpiles'andtiebacks,etc.) andqur visual observations of the site during this inspectionupopcompletiorJ of the Work. ." , .' , . Asrecommended in ourgeotethnical'/"eport dated ApriIB,2004,pilingwas, .' " installed along portions' oHhe;north,fo?tifl9 fine to',support Ull:lfou_ndation.Also,a~ , P9.rtio[l, of theS,lQpe bel()~thenprthJb9ting .Iill~ was"strengthenedwithtie'back, anchor-sand shotcrete:And aportior19f the sIOp~belowJheshotcret~,;where veg~tation had ,been" removed 'by the slicje, hasbeen.remediated"with..ari:erosion.". ,colltrplrnat.al1dhydroseeding.Thiswprk appearstomeetth~inle,nt of. the. ':.,'. ' geotechnical report Thestructuraldesign was performed by Craig Owen, P.E "CoQsulting$tructural Engineer. '. , . ' , ' " r- -- r' 't Craig R. 0.. ..;;.-...., RE. Consulting Structural Engineer 220 E. First Street Phone: (360) 452-8574 Port Angeles. WA 98362 Fax: (360) 457-8020 Apri17,2005 Gary Griffin [ffi IE ~ IE IT \VIlE ~ P. O. Box 230758 I APR - 8 2005 Encinitas, CA 92023 CITY OF PORT ANGELES Dear Gary: Dept. of Community Development RE: North Foundation Repair, Residence at 705 Caroline, Port Angeles, File # 04964 I performed structural observation of the project on occasion and had discussions with the co..l. Clctor, Joe Mair, of North Coast Drilling numerous times during '-...:"J construction. I also was at the site on March 26 and April 7 with Bill Payton, L.E.G., ~ Engineering Geologist at NTI, to observe the completed project. The final embedment depth of the vertical and horizontal anchors were less than ~ initially specified on the original drawing submittal due to the soil density but considered acceptable as reported and indicated on the February, 2005 revisions of Sheets 2 and d 3. The acceptance is based on previous conversation with Bill Payton. =::-. The originally designed grade beams at the western portion of the residence ~ tying the vertical anchors at the external to and along the wall line were also replaced ~ by a retaining wall and shotcreted structural slab as indicated on the revised plans. This structural slab is tied into the vertical and horizontal foundation anchors. The eastern section delineated by the step in thickness to the distribution and cover slab that ties the horizontal anchors together is not integral with the vertical foundation anchors and grade beam under the existing foundation wall. Although the eastern cover and distribution slab comes in contact with the foundation wall above and structural slab to the west but the lack of rebar tie at these locations would potentially allow this section to act somewhat separately (still re:l...ained by the horizontal ties) in an event that may cause future slope instability. The design and review were limited to the support of the north foundation wall of the residence after the slide. Although this involved the determination of contributing vertical loads to the new Chance anchor supports and support beam at the western portion, no other review of the existilig structure was performed. This remaining existing structure was not negatively affected by the slide once the foundation was stabilized, but that is not a verification of adequacy of the other portions of the residence. Since it is an existing structure not affected by the recent event there was not requirement to provide such a review. The project appears complete with regard to the foundation stabilization, which does not eliminate the potential of a future slide that may create the need for additional r- -----...---..---..-- --------...------..-------..--- - ,- .. Letter to Gary Griffin April 7, 2005 Page Two of Two foundation repair. However, it has provided a degree of required support to the compromised (and therefore unusable) foundation after the slide and is an improvement over the previous foundation prior to the slide. You had indicated that you would remove the cantilevered deck (as specified on the revised plans) which would include the eastern portion of the lower walkway that is supported by this deck, prior to occupation by renters. Hopefully this will allow the project to be finalized. Please call if you have any questions. Respectfully submitted, I Craig R. Owen, P.E. CRO:cs CC: City of Port Angeles Building Department NTI, Attn.: Bill Payton, L.E.G. -...---- CITY OF PORT ANGELES ~ FIRE DEPARTMENT PERMIT , '.') '.. - ~... -."' - 321 East 5'" Street, Port Angeles, W A 98362 '---../ - Application Number . . 03-00000880 Date 9/09/03 Property Address . . 705 CAROLINE ST ASSESSOR PARCEL NUMBER, 06-30-00-5-1-3390-0000- Application description FIRE ABANDON TANK INSPECTION Subdivision Name Property Zoning . Application valuation 800 Owner Contractor ------------------------ ------------------------ GERALD H PETERSON FAMILY TRUST PETTIT OIL CO. 705 CAROLINE ST 638 MARINE DRIVE PORT ANGELES WA 983623501 PORT ANGELES WA 98362 (360) 457-9404 ---------------------------------------------------------------------------- Permit UNDERGROUND TANK RES Additional desc Permit Fee 15.00 Plan Check Fee ,00 Issue Date 9/09/03 Valuation , . 800 Expiration Date 3/08/04 Qty unit Charge Per Extension BASE FEE 15.00 Pee swmnary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 15.00 15.00 .00 ,00 ....::::J Plan Check Total .00 .00 ,00 ,00 ~ Grand Total 15.00 15.00 ,00 ,00 IJr ~ 0 :::- ~ (l> ~ This permit becomes null and void if work authorized is not commenced within 180 days, if work is suspended or abandoned for a period of 180 days afer the work has commenced, or if required inspections have not been requested with 180 days from the last inspection, 1 hereby certify that I have read and examimrl this application and know the same to be true and correct All provisions of recognized standards, laws and ordinances governing this type of work will be compied with whether specified herein or not The granting of this pennit does not presume to give authority to violate or cancel the provisions of any state or local law regulating the work specified in the permit Signature of Contractor or Authorized Agent Date Signature of Owner (if Owner is builder) Date . . CITY OF PORT ANGELES " LIGHT DEPARTMENT ELECTRICAL PERMIT N<! 16755 \ \ Port Angeles, Washlngton...d:.~:.L:z.._-=.........,m.mmm..mmm, 19.2:[ .. ~f'" " In accordance with the City Ordinance to regl,llate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted, to do electrical work as listed below, '1 -~ Address ......... 'm??mtm...nm::"f"'..'......... ~,....L.,..,..,n Occupancy.....m._.~:':,,:.n:t-,nmnm,..., Owner ,..J~~m~ Tenant,..m........nn..._.m...m_,.n,.."..nmnn..m,mnmmn Wiring 96ntractor" ..,..., ...m, nn n" .", mn';mmmm BY,m..nm,mmmnmmmnmmmnmn,mm,m,.m..n Light Outlets,................,....,................... Service, volts ..___.m..___...U..__......___....... Type o! Wiring: Re~eptacle Outlets.n__n_____________..__..__... No. wires ......._....._..__........_........._.. Armored Cable ............................_ Size wires..................._.............._.. Non-Metallic ................................. Dry er, KW n.....n.__n...__.____._______._______.. Malu !use ..,..9.,..r>"Q,:h:...,.... ... Knob & Tube................................_ Range, KW....___h.h...h.._.._______ _nnn_n_. Rigid Conduit ..............'................ Water Heater: Enclosure ........n...........__..___..._....... Metallle Tubing .....,..........,....,...., KW'm'm..'..'..'..mm......m........ Type of wiring; Raceway .........._............_......__.__ Hea', KW..u2-...9.u.......f.:~~u',,,,u Entrance Cable n......hm___..____....... Circuits, Light....................................... -' Motors:, sIze, volts and phase: Rigid Conduit .....mnn___m ...._____... Utlllty .....u...u,.......u,....u,.....,........, Metallic TUbing ........................... Heat ................_--......-......._....-.._- .....................................-......-.............. Current transformers: Range ................................_....00...... ...............................-..........-.............. No. & Size........................n............. Water Heater ............................... '00 __00__.. ......h.....h.h. .00...00..00................. Motor .............__.............................. Ser. NO.........__.nn............................... ......................................................h... Dryer .................._.._..._........_.........__ Ser. NO......_.......................h......nn.... ................-.................................-......- F urnace ..........................~......_..... ...... Ser. No. .__n____.h.hn..._.__n__................. Total wad............................. Ser. No. h....h.........___nh__h..n..n........ Total ......_.hn___nn.n__....h...n..h ~:=~~~~~t~:::K~~a:;:~:::::::::::::::::::::::::~::::::::::::::::::::::::::::::::::::::::::::::::::::: ...UUUh___.___u_nn.uhu..hu.u.UUh.u__n..unu_h__.n..__.u..uu...._.___..nnn_nnn_u.un.n....nn__.nn_n__n.uh___un.nn.u._n____n.nn Pe=it Fee Treas. Receipt l.l..'.....m..m.m........'mm... NO.......................'n..' By ......n....n'..0J.~:m....m'............ NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be con. cealed due notice must be given the Inspector so that work may be inspected before concealment. \ NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION , ; ELECTRICAL PERMIT N'? 16755 Address..................._................................................................................_..................................Date..._.........._.._.._..........___...._......_......._ Owner ..........n...h.__...... .......-......-......-..-..............-............................................Tenant......................._........................................... Wiring Contractor....................................... ,:...........__....._.............................................................By...................................................._......... NOTICE-Current must not be turned on until Certmcate of Inspection has been issued. If work is to be con. cealed due notice must'be given the Inspector so that work may be inspected before concealment. 1M Olympic Printers, Inc.