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HomeMy WebLinkAboutBLD2000-00807 s ! t r . r BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT#: BLD00-00807 Received Date 12/15/2000 SITE ADDRESS: 117 ALCOHOL LOOP RD Issue Date 02/5/2001 PORT HADLOCK, 98339 Expiration Date 02/5/2002 APPLICANT: KEITH JAMES PHONE: (206)343-9675 603 STEWART ST SUITE 711 SEATTLE WA 98101-1229 SUBDIVISION: Block: Lot: 12 PARCEL NUMBER: 901122011 Section: 12 Township: 29 N Range: 01 W CONTRACTOR: R M G CONSTRUCTION INC PHONE: 2173 H STREET RD BLAINE WA 98230 Contractor's License: RMGCOI*011J2 Expires: 04/22/2001 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: / [L Setbacks (Shoreline Setbacks): OAS 5/,/-/1, [ ootings. 7/C 5/2. /0 / /// / [ Foundation: ' ©1� _ 2, 9. 9 u m• •u T.- sr. o -7 T)✓. vRKa E' / of 'r rf 451443 AAA/A/ © A- [ ] Shear Wall:Pee RO©ri e-Xfi Sioter91t d/C 6/2:/o/VCi 6A- /o/c: Fe?, FCamiii9 g: qta,. n 1.10" ��u 0 1( "i—e I I F�ZO'? �/iC "$'r!, Vo( [ ] Propane Tank/Lines:T/�/T ,r!A/� ® Zy�o, m� c=x r L f��� 01c / /! ,� � [ - I sulatio �l� �� ?X� ft 140� [ Sheetrock: [l/ Final/Occupancy Approval: ©kl� HEALTH DEPARTMEN APPROVAL REQUIRED PRIOR TO FINAL INSPECTION. THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. HOT LINE AVAILABLE 24 HOURS A DAY is\F_BLD_Permit_Bu ildng.rpt 10/29/19 N D--ao 5 f-1- ,. . BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD00-00807 Received Date: 12/15/2000 SITE ADDRESS: ALCOHOL LOOP RD PORT HADLOCK, 98339 APPLICANT: KEITH JAMES PHONE: C206)343•9675 603 STEWART ST SUITE 711 SEATTLE WA SUBDIVISION: Block: Lot: 12 PARCEL NUMBER: 901122011 Section: 12 Township: 29 N Range: 01 W CONTRACTOR: PHONE: PHONE: ARCHITECT/ EGGLESTON/FARKAS ARCHITECTS ENGINEER : 2583 7TH AVENUE WEST SEATTLE WA 97119 PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 110,328.00 MAIN: 1,496 CODE EDITION: 1997 ADD'L: 282 HEAT TYPE: PRO OCCUPANCY: R_3 HEAT BASE: 373 HEAT TYPE: OCCUPANCY: UNHEATED: 336 #OF STORIES: 2 CONST TYPE: OTHER: 0 CONST TYPE: GARAGE: SHORELINE: DECK: 504 SETBACK: SEWAGE DISPOSAL: ALT n� BANK HEIGHT: WATER SYSTEM: CITY 4�"�� PARCEL TAGS: YES NO X BEDROOMS: BATHROOMS: J(STORMWA ER: YES —NO ,, I AREA Exist: Exist: Wetland / Erosion NU Prop: 1 Prop: 2 Seismic Streams Total: 1 Total: 2 Flood Way Flood Plan= Routing Date: &W Landslide L! I Z-/ VZOCO Shoreline Aquifer 1g !!!! Forest: Commercial / Rural Type Amount Paid By: Date: —Proximity Approve d Ions pp c��a�e Permit $1,055.35 PRB 12/15/00 35590 Plan Check w. z $316.61 PRB 12/15/00 35590 Potable Water Application $27.00 PRB 12/15/00 35590 Total: $1,398.96 ( �/ 0 .... 4,..A Vak ..,,,, ., , :,..._.,,, ,,,:o , , _ _-( •pp_Bld.rpt 10/29/19 •r:, -ntof Community Development January 2, 2001 .-ort Townsend, WA 98368 FINDINGS AND CONDITIONS OF APPROVAL AS REQUIRED UNDER THE . ,. JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINANCE 1 htt: ' KEITH JAMES 603 STEWART ST SUITE 711 E SEATTLE WA 1 Area Review Case Number: CAR C�I6ca 00-00547 Project Description: Single family residence Parcel Number. 901122011 S-T-R: 12-29N-01W Site Address: 117 ALCOHOL LOOP RD PORT HADLOCK WA, 98339 FINDINGS: In accordance with the authority provided under subsection 4.101 and the requirements contained in Subsection 5.402 of the Jefferson County Interim Critical Areas Ordinance, the following are findings of fact relating to the referenced application: 1.) The application was reviewed by Jefferson County Permit Center staff on 12/15/00 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: Wetlands, and Shoreline (Conservancy& Suburban Designations), Heron Habitat, and Seismic Hazard Area. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 7/07/99 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Wetlands and Shoreline (Suburban and Conservancy designations). 3.) The applicant submitted a Wetland Delineation in conjunction with there application. The report identified the associated wetlands as Category III Wetlands. The Jefferson County Interim Critical Areas Ordinance stipulates a 25-foot setback from the edge of the delineated wetland. 4.) This waiver also includes findings and conditions for evaluation of shoreline areas as regulated under the provision of The Jefferson County Shoreline Management Master Program, adopted March 7, 1988, as amended. 5.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be 30 feet, or 1 foot for each foot of bank height, whichever is greater. This setback snail be measured from the Dank's edge when the bank height exceeds 10 feet. 6.) The bluff height is less than 30-feet. The required setback from the top of the bluff is 30-feet. This waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is granted subject to the following conditions. Any deviation from these conditions shall result in this waiver being revoked and the application becoming subject to further review. CONDITIONS OF APPROVAL: 1.) A setback of 25-feet, measured perpendicularly from the Class III Wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing or other alteration of the wetland or its buffer is allowed. 2.) No alteration shall be made to the wetland or its buffer without prior authorization by the Critical Area Administrator. Buffer enhancement is allowed as long as native species are selected for planting. 3.) Prior to and during approved construction activities, the perimeter of the wetland buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Wetland and Buffer- Do not Remove or Alter Existing Native Vegetation." g4;? rb undary of tho wotloufferY'rc�, the subject property through installing and maintaining one of es, a ',,edge row, or ' other prominent ph sical ctlon method identified by the applicant shall be approved by • 5.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated wetland,or its associated buffer. 6.) Fish and wildlife habitat area buffers shall remain naturally vegetated. Should buffer disturbance occur during construction,replanting with native vegetation shall be required by the Critical Area Administrator. a No alteration shall be made to the fish and wildlife habitat area buffer without prior authorization by the r ' Area Administrator. ,,'11.,y' "`� "rt+ ,fie to vegetation to be retained on site shall be minimized by directional felling of trees away from _� these areas. } ,'„'If tion retained on-site following completion of clearing for roadways, utilities and the like, may be dewed only if such clearing is absolutely necessary to complete the proposal (Note: This condition shall i. not be construed as allowing removal of native vegetation within a designated critical area or its associated buffer). 9.) Residential structures shall not exceed thirty-five (35)feet in height. ` 10.) . Sii' Ar»ejlED Le-n-E1 11.) The applicant shall maintain the 25-foot buffer from the identified Class III Wetland. tilaAlUel L4---- 12 3 C4 Warren Hart, AICP Date Critical Areas Administrator I I understand that the granting of the above waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is made subject to my complying with the above listed conditions, and that any violation of said conditions shall result in revocation of the permit or approval and further review of the project under the Critical Areas Ordinance. Please sign and return to the Department of Community Development. - /1/41.5/Z)/ Applica is Signatur Date c: File is\F_CAR_Waiver W_Conds.rpt 12/13/99 JEFFERSON COUNTY STORMWATER MANAGEMENT ORDINANCE SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: SNOWfi-t J,LC. (.. i + J/ i ) Telephone: Address: TN' CLP 3 J LLo'(,O &CJICOI li( }I l) 5 C-F11,Cj Mel- 9 8 LO L- 1 Z' 1 Assessor's Parcel Number: "1011 I Z Z ,01 Building Permit or Septic Permit Application Number(if applicable):____FLDIM' ' . Brief Project Description: CONS 70C.71014 of k SING L F4MI Ly 11O0 St . Pkora:r INCL')06 &i M/ON of POST1147 SWA,V iM.41 pkIVc 4 10S1PtL.A 0110d OF 5cY1C I k FOR PikVIOUS0 Wr1STiit.l MAP T k 4 $iO 1L- . Site Location: PORT tf It COCI4- Person Responsible for BM? Installation and Maintenance: q N , CoetikicTIA (Nor 4tEcmv ytT) Address: Telephone: 1. Describe/check the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets, if more space is required. [4 Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. E�QS( I Ply i± f m-it . NC1 VE [V( Minimise the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas, landslide or erosion hazard area, etc.). SPESC Instructions—Short Form Revised June 3, 1999 3 EROSION AND SEDIMENT CONTROL WORKSHEET i Phase clearing so that only areas that are actively being worked are uncovered. [] Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [Vi Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material ap oved for this purpose. [Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, an i property lines. Nif Place gravel base on roads, driveways, and parking areas after clearing and subgrade preparation. [� P otect adjacent properties and water bodies from sediment deposition: [v Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustrations from Stormwater Management Manual.) [Vf Install a filter fence down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) [� Regularly inspect and maintain all BI1 Ps especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. SPESC Instructions—Short Form Revised June 3, 1999 4 • EROSION AND SEDLMENT CONTROL WORKSHEET Describe how disturbed areas will be permanently stabilized (seeded, landscaped, apply gravel base to roadways, etc.) Dis1vlk6€ AReAs wR,L 6C REPLkr Vc €Tn-►-x ) Ai \ALL 8C APpUEE Tto kc,Mw114(5 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate, dry well, infiltration trench,route runoff to existing drainage facilities, etc.). RvrioFF WILL 8E' DKPfzcf- TO Vfl - ► J 1LT" " TO Th Wk-R Ar d Meq- Gb vrJ fILA . SPESC Instructions—Short Form Revised June 3, 1999 5 EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices. Describe proposed maintenance of BMPs. 1. I N57P1tL SILT F 1cC 2 . CL ,Rovih' 900£, Oil � . i oTh1 $ (coves SOOL &Cc) 3. POv2 FovriOo-ilAI ft 6Ack Fu. 4. 1NSTfrLL ijRitv1- 8051 -T ocVove) t.A-14sC/4,' wlttttk; t195518U 5, coNSr Vcn0rQ 6. FIN(S(+ Cl/(i % tt comftelT t Ar+OSc&-f(W gI✓We,RA-L CGtrozAcTok v✓iL. BE- 4e9t)44(8Le R7( it vo7t l,vs4ELno,j A-c 0 M/i'I co Ante' OF 5/LT- r¢k'a ) SOIL co✓k7t5) Or . The Best Management Practices proposed above will be implemented to control erosion, sediment, and stoiinw /runoff. I no 'fy the Permit Center for inspections as required. 42. - /.;-- /tAP Signature of Owner/Ag� gn Date SPESC Instructions—Short Form Revised June 3, 1999 6 t , • I t t BUILDING PERIVIIT.APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00807 Received Date: 12/15/2000 SITE ADDRESS: ALCOHOL LOOP RD -, PORT HADLOCK, 98339 APPLICANT: KEITH JAMES PHONE: ` 206.341,9675 603 STEWART ST SUITE 711 SEATTLE WA SUBDIVISION: Block: Lot: 12 PARCEL NUMBER: 901122011 Section: 12 Township: 29 N Range: 01 W CONTRACTOR: PHONE: PHONE: ARCHITECT/ EGGLESTON/FARKAS ARCHITECTS ENGINEER : 2583 7TH AVENUE WEST SEATTLE WA 97119 PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,496 VALUATION 110,328.00 ADD'L: 282 HEAT TYPE: PRO CODE EDITION: 1997 OCCUPANCY: R-3 HEAT BASE: 373 HEAT TYPE: OCCUPANCY: UNHEATED: 336 #OF STORIES: 2 CONST TYPE: OTHER: 0 SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: 504 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: CITY PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 2 Seismic Streams Total: 1 Total: 2 Flood Way Flood Plane Routing Date: F&W Landslide Y Z lY Z.oco Shoreline Aquifer Forest: Commercial Rural —Proximity - Flat C d tions Type Amount Paid By: Date: Keceip : Aovea/l 3tc Permit $1,055.35 PRB 12/15/00 35590 APOROVED Plan Check $316.61 PRB 12/15/00 35590 Potable Water Application $27.00 PRB 12/15/00 35590 F p 0 5 2001 Total: $1,398.96 ri ...._�4 ' DEPT.OF DL pp �T SIGNATURE:is\F_BLD_App_Bld.rpt 10/29/19 0 ° Jefferson Cminty I 1 artment of Community Develo invent ° 621 Sh lan Street,Port Town;;nd WA 88368[3681318-4456 . ' Perm , ID Apphocatioon 0qs ��G Project Description: Building Type: Project Type: Frame Type: Single Family X New )(Wood Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: a Existing: 0 ❑ Sewer ❑Community System ❑ Electricity ❑ Oil Proposed: I Proposed: 2 Total: i Total: 2 Individual System ❑ Woodstove Propane If not sewer,fill out the following: ❑ Heat Pump L Conventional 'Alternative ❑ Other Pennit # SEP of q— IV" Water Supply: ❑ Private well ❑ Two Party Well Public:Name of water system: frP¢i 77,wa,c.e.,.,p Wp-rtm... Square Footage: For Office Use Only Main Floor 141 6.S g •13 UBC OCCUPANCY GROUP 2ND Floor Z S 2 (S-ro¢eoc LaF r) l 5 ' ase fee d b SS". 3 t 3rd Floor —6r- Plan Check fee " )I L>. Co Htd Basement 513 44-3(-24 State Surcharge fee 4 • sip Unhtd Basement �3(or� Subtotal ( 3 7 � fo Garage/Carport 223'6o (sae v e stir $,mow V "►) Pot Water Review fee 9 �p Decks 504 `Goetz pcWitcrt) 911 0 d Approach fee 7 j Commercial -6 L+'3` TOTAL I ( - Industrial -leo' Receipt # 55q Other $ Cash/Check# L7 Total Valuation: l d O2T .tat Initials PP Or Date 12 t s1 CO . Estimated Co 21 S 440 =e' 4 If within 200' of the Shoreline, 1 , ,,,,,,r„` C 3 Distance to Bank or Ordinary High Water Mark 5 5 M�,lb 0 H 141`'1 ft.Bank Height Mte*s wv'a e 2411 ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide acces nghjjry t J of entry ferson County and it's employees,representatives or agents for the purpose of application r view and any required later inspections, Access and right of entry to th plicagf's prop r e shall be requested and shall occur during regular business hours. Signature: , j , f;• '(/ /a` )3— !Date: r"' • _ (72 in cal N84.4823E_ _132.55 - -- \--7-\- \ ORDINARY HIGH WATER LEGEND ---- -- , ,eivi o ...- __ \ - -2 • SereAn A -K Ca E3 DENOTES 8" - 12"TREE ---, --\-____ __Q) _42 ... , / - ' - ...4 Ca " , I4F DENOTES CEDAR TREE 44, i . !At / 1/ , \ , -; _, -, \ \ > 0 Rs'o r DENOTES MAPLE TREE O , ' I \ .. . . _ 2"--4 1I* --i ',.. \co \ (5 1. -.4—TOP OF BLUFF \ \ ) \ C.P . DENOTES FIR TREE / 1 .... \ ',3 .. 6, i ()'"n' 4 - - 0 \ v• \ 0. • 1 1 ,N., Etr,,.. - - 1 ---_ -.41-F \ \-;: 0 DENOTES SEWER MANHOLE t / IS * I ACK 1 0 * \ . . . ','.), DENOTES CLEANOUT . _ _ - - - sv \ \\ , 1 - - \ \ a \ \ ITR DENOTES TELEPHONE RISER ___ _ _ _ \ ,- • 8 in - 11-0 I -\ - . -- I - - ___ __. _ 7 \ - - 1, ' wv DENOTES WATER VALVE .. o ci) 14_1.. s., - *.-- • \ \ , t- CATEGORY 3 WETLAND ri TYPE 4 STREAMDENOTES FIRE HYDRANT,y0 *11%* -- 11":"It" . 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', \,..:, ,/ , UTILITY EASEMENT --- .... ,,, ..,, \ . ' 4. / \ ---'---...\._ \,-.......... --, G .. - ,-i — - .., - cv " 2 2*..:\ ..,, \ - ''''''' . \\ ,ifif_A it erIP•LIV EXISTING 24"PVC CULVERT \ \ \\ 141,,, 28 4------,L 28 sDe a RTIC:1 A Me ... - 03 3'i jr el --,, 0 0 ---, . A , \‘'\„_ 1,,;,„ ... gc ( •, :- 1 : , I , 34 6 , • .„,' ,, r • - ' EXISTING SEPTIC MOUND 0 , l' \ 1`, ••\ * -I. 1 :1 ,g) EXISTINGEIrrf AR Y 4-2 0 ' ' 0 8 , ,tk,„ *4 - r / /1' ,-, • I - , 1k- ,' , , , . /1 / , SITE PLAN , . \ „ , .-'arly` - .... \ - g - II" ,, tf• - ) ' t ' 44 , , , , 1 ' ,-, \ ... ,,,, •.7.7 --- -#4, - -1.4%e 4: -.• i/ 1 / - -2 111111.1_5611.11.11.11 NOTE:PER SURVEYEXISTING WATER SERVICES ARE ON THE WEST SIDE OF ROAD SEWER SERVICES ARE ON THE \- .. A 1, - - - '4.',—_ --_,' --3.,....------,-,--__ \\_ Z / 1 -- -- 4t ... JO- 0_ , EAST SIDE OF THE ROAD ----.. -- 50 25 0 50 --,:-_ - - -.-__886°59'47"E ii" co --- WV - ,t.z - - -- __ ' 159.99- MY.' 4 _.- ---- ._ - _ .. 12"CULVERT ,.. . a ,.. . 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