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BLD2000-00644
4 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#: BLD00-00644 Received Date 10/2/2000 SITE ADDRESS: 434 WAWA POINT RD Issue Date 12/4/2000 BRINNON, 98320 Expiration Date 12/4/2001 APPLICANT: ARTHUR ABE PHONE: 7765 37TH AVE S SEATTLE WA 98118 SUBDIVISION: Block: Lot: T 2 PARCEL NUMBER: 602242005 Section: 24 Township: 26 N Range: 02 W CONTRACTOR: TERHUNE HOMES INC PHONE: 360-697-7000 PO BOX 97 POULSBO WA 98370 Contractor's License: TERHUHI133J7 Expires: 04/27/2001 LOAN LENDER/ WA FEDERAL BOND HOLDER: POULSBO WA 98370 PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ootings/Setbacks (Shoreline Setbac and • [- n erground Plumbm nder round Insulatio 44/ [ ] Shear (5 Cc- \ — 'n -c)c N . [ ] 111Z26 . ...mbing. FGti, 5 pie 3/g ztot - [ ] Propane Tank/LineWir ',lc' 3/Z2/0,3, 4 [ Insulation:4f tf/ ' s; CA-4e,ar �,, 6 ai / s� �ock: �� 2� � She �� d � [ ] Final/O "cu.a cy Approval ceC_,ZJ , i mac" & /G' r j / / /f a 47) HEALTH DEPARTME VAPPROV QUIRED 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. SPECIAL CONDITIONS MAY APPLY - SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY 1 f BUILDING P'ERMiT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00644 Received Date: 10/2/2000 SITE ADDRESS: 434 WAWA POINT RD BRINNON, 98320 APPLICANT: ARTHUR ABE PHONE: 7765 37TH AVE S SEATTLE WA 98118 SUBDIVISION: Block: Lot: T 2 PARCEL NUMBER: 602242005 Section: 24 Township: 26 N Range: 02 W 1 CONTRACTOR: TERHUNE HOMES INC PHONE: 360-697-7000 PO BOX 97 POULSBO WA 98370 Contractor's License TERHUHI133J7 Expires 04/27/2001 ARCHITECT/ TERHUNE HOMES ENGINEER : PO BOX 97 POULSBO WA 98370 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,738 VALUATION 181,874.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: 1,338 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 865 SHORELINE: CONST TYPE: DECK: 300 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: fit' 3 Prop: 3 Seismic Streams Total: ,K 3 Total: 3 Flood Way Flood Plane Routing Date: f F&W Landslide fq I G Shoreline Aquifer Forest: Commercial Rural 1'r xit - Flat C d tions _ mi Type Amount Paid By: Date: Receipt: Approve��ate Permit $1,452.95 MAM 10/02/00 34512 a P P R OV E D Plan Check $435.89 MAM 10/02/00 34512 f2,/2 6--/fr-e4- State Building Code $4.50 MAM 10/02/00 34512 ^" 0 4 2000 Potable Water Application $30.00 MAM 10/02/00 34512 Total: $1,923.34 Jefferson County Planning & Building Department is\F_BLD_App_Bld.rpt 10/29/99 r -.. JEPFEPSON COUNTY PcRMIT CENTER. 621 SHEPIDAN ST. PORT TOWNSEND WA 98363 r BUILDING PERMIT APPLICATION `, ,�� �cam'` PROJECT DESCRIPTION: �'j-� C DeVVAGI .i l'A -)Cis- i ✓- IA l..(_5 e- * 1 e pLCLC o n 3UILDING TYPE: PRO.,-CT TYPE: FRAME TYPE: SINGLE FAMILY NEN X'NCCD C GARAGE A i i ACHED/DETACHED C ADDITION C STEEL -' MODULAR C AL7' R,^T':CN/REMODEL C' CONCRETE C COMMERCIAL C REPAIR C MASCNRY C MULTI FAMILY;;; CF UNITS A-DE'ACLIT:CN = OTHER INCUSTRIAL . OTHER 3EDRCCMS: EAT-iFCCiv1S: TYPE OF SEWAGE DISPCSA .40 EXISTING iNG . EXISTING • — SEVER C C., .MMML.'Ni Y SY _.I , i S - PRCPCSED _ �1 FF:CPCSED 3 C INDIVIDUAL STEM _,.,,,..e^! a ,cr;,i TOTAL - 14 TOTAL PERMIT g SE?e'1• -01)70 ..AI;_rrscive. WATER SUPPLY: T'fPE OF HEAT:- 1Ci S t1 V1 � PRIVATE 'NE:_ C TWO PART( WEL __ ELECTRICITY CIL II ._ PUEL:C Name :f water system: C WCCDS T CVE PROFANE X HEAT PUMP = OTHER,: /� =CR C t MAIN ;_.,Ch Us_ T 3� ACC aiC-, C.-•- .__ I =ND F_CCR / 3FC F_CCF. - • I TC EASEMENTI 14 0 5 g,.3 - ,' 3� .. Li 35. l3 / :NI- E-'SF,MEI\! CARPORT ^T -_ 3 i �� . ' -WcQ 14 • 6 Li 5 -- 3 ` 3 00 b __- COMMERCIAL _ 3 --�11� 123 NCI.'S�=1A' ' i. �THER. 4512 -..3'Hi T TOTAL VALUATION 1GN 3-:, ESTIMATED n _ 1 i IF WATERFRONT PROPERTY, DISTANCE TO EAN\IK CR -IGH V'T=.. LINE SANK HEIGHT SGNAT.:.R^ i -0-Z.Z —O 0 AUG-20-2000 08:23 JEFF CD PERMIT CENTER 360 378 4451 P.D1 r - _� _�_ 1u.verremauN Li 1 t": •C i l S �"` QtA.T_ _ ..11rt1 e' .,_Cf‘fr'? 62 t,,.tl�f ____AN ST. PQ13 T TQWN ENO INA 98568 BUIDING PERMIT APPLICATION PROJECT DESC 1PTLoN: , V+j'lL[_ - 2 _ li�h fix.i -i r f t)use_ k I .plCi.Cc.., EUILDLINQ TYPE. XSiNGL=FAMILY • )14.Naw WOOD . t.: GARAGE ATTAC:-IED7 ET_4CH,E0 MCCLJI.-VA C.: �1Li r^a:'QN/REMOOE_ C CC1�'C.'_`E CCt4114IE-=eC;f1. G RE,5MA C AECNPY C WILT!i:AMILY1z!OF UNITS _ GE74CU i;C?J - OTHER = INCLIS T;-.1,1L C i rim EXISTING A VIST;Ne . 'Z.' SEWER t"-4 CCmmtjpirry SYSTEM PF.CPCrSE:. - Cr vS�. 3 Z INCr/:..�,LIAL S'(CTEM =C;r TOTAL ! ' i '"a` 5 WATER S'JFT Y; I PRIVATE �``�t� i TY?%OF HEAT:- WEL. C Two PART:,ENE ! _ mac:.i FDIC IY = GIL 7. P1.-51.:C "line t .vane 5(s.e-'s: WCCCSTCvE PcC^A 1v1 ,:N1 :CR 1 "7 ,'' \ 1 ti,r ( ••;....._. • • = ,.a=- cs c.r• . .. .11 2NO =f1CR i haw:tC4Y. Iw r sCu: ! ,r i- .srSe\,;EN— .j..X,#,,!"?".O v FLAG: LA_ 5 I r •�tiCL°Sinl:L .5-... lam: ., = r I —-----J 3,_-.7:7-1: 77 .4 7. L'/ALUAIIGr! -::+,y'/ : 1 9 F.57114.4,4140 COST Ctt \ r.. IF WATTRF;ip(q T PROPERTY. �IS",AN 1-0 BANK CR 'ICE '1'/ r+ _ .14P._l .-.—.-• - :A--_7'.2 "O 0 Tn-rno 11 nA L 't l' --pG_!/l LJ / Li '( C1 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development • 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00644 Received Date: 10/2/2000 SITE ADDRESS: 434 WAWA POINT RD BRINNON, 98320 APPLICANT: ARTHUR ABE 7765 37TH AVE S PHONE: SEATTLE WA 98118 SUBDIVISION: PARCEL NUMBER: 602242005 Section: 24 Township: 26 Btock:N Range: 02 Wt: T 2 CONTRACTOR: TERHUNE HOMES INC PO BOX 97 PHONE: 360-697-7000 POULSBO WA 98370 Contractor's License TERHUHI133J7 Expires 04/27/2001 ARCHITECT/ TERHUNE HOMES ENGINEER : PO BOX 97 POULSBO WA 98370 PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 181,874.00 MAIN: 1738 CODE EDITION: 1997 ADD'L: HEAT TYPE: HTP HEAT BASE: 1,338 HEAT TYPE: OCCUPANCY: R_3 OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: CONST TYPE: GARAGE: 865 SHORELINE: DECK: 300 SETBACK: SEWAGE DISPOSAL: ALT BANK HEIGHT: e' WATER SYSTEM: PWELL � BEDROOMS: BATHROOMS: PARCEL TAGS: Y NO (/\ Exist:EDSTORMWATER: ES NO AREA Exist: Wetland -__,4_ Erosion ;�L} , yI Prop: 4 Prop: 3 Seismic Total: 4 Total: 3 !�� Streams r)D r, Flood Way 'w Flood Plane Routing Date: f F&W �A �` C Landslide 1 LI /rD Shoreline s/IC Aquifer . 51,) C__--- Forest: Commercial ) Rural ,\i) Type Amount Paid By: Date: rReceip Appro Conditions C Permit PP ��ate $1,452.95 MAM 10/02/00 34512 { Plan Check --1.t1/4:- $435.89 MAM 10/02/00 34512 ' State Building Cade $4.50 MAM 10/02/00 34512 Potable Water Application $30.00 MAM 10/02/00 34512 ft7"9 /Aist0A., , .., L Total: $1,923.34 ' Hatii -_, , , _, , C / C_� , 1 , ,--,4 4 -— 11 d is\F_BLD_App_Bld.rpt 10/29/99 e Fy: � I JE1. hRSON COUNTY STORM-WATER MANAGEMENT ORDINANCE SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: h t L t f TelephoneCZC 1 Z�j — j1 Address:—1 1 (v- A+1Z : . JCL Assessor's Parcel Number: ( Z 0-4 2_ Building Permit or Septic Permit Application Number (if applicable): Brief Project Description: IpC-v � 11 � L,L�� CA(�� , . � C�L�� C� L� � k �� icL. '7� vc ct w/ (6, c Site Location: C,L-=GLI i2. +. x t r1 V 1Csl'1 l;l;Ce , �tzC Person Responsible for BMP Installation and Maintenance:— l e Y t �v V Address: P-O . k�G�C C�1 4'2 uLL6c , L,k_D cc 3-2 Telepaok: �) (� - C 6 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. r" Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spans, 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. Minimize 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.). 9 • EROSION AND SEDIMENT CONTROL WORKSHEET Phase clearing so that only areas than are actively being worked are uncovered. [ ] Start and complete land disturbing activities and stabilize the site between April I and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [ 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 approved for this purpose. [ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [ ] Place gravel base on roads, driveways, and parking areas after clearing and subgrade preparation. )], Protect adjacent properties and water bodies from sediment deposition: / v [,cPlace straw or hay bales in ditches and drainage ways down slope from areas or and disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustrations from Stormwater Management Manual.) [ ] 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. (Sze attached illustration hum Stormwater Management Manual.) Regularly inspect and maintain all BMPs especially after storms events. [ ] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. d to o (t c Ct - Cl � 1 C ems\ -1 t 1,Lx , C. - �1, CSC" / , 1 Ct GA_;1. / L� e� Cam; 3A-t C 10 EROSION AND SEDIMENT CONTROL WORKSHEET ?. Describe how disturbed areas will be permanently stabilized (seeded, landscaped, apply gravel base to roadways, etc.) L,L) C .4A.Lt 12*-C-C— V\4) _ CC-Ls- GUIA. /(\ _ ) CA/1 C C'. r ,ZLL) l 1 0 , G 1/ cA �J , cL ) u E c l:,A `L.-- „ L'Q L C L-LD V\PLLi " rti A (3-go L( ,C 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.). GA--bLc_LL__,LA p 11 r - J EROSION AND SEDIMENT CONTROL WORKSHEET Specify your construction sequence. Describe the timing of all Iand disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices. Describe proposed maintenance of BMPs. (v CL� �I Gtit C LLB ` = c cl�L- -- CC-4 1l . - CC m C VtiC-21 C , ‘Cti c A T cam. - szs`CLLv1C% The Best Management Practices proposed above will be implemented to control erosion, sediment, and sto watier runof will notify the Permit Center for inspections as required. Signa re of Owner/Agent Date 12 62.fferson County Department of Community Development November 27, 2000 1 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 FINDINGS AND CONDITIONS OF APPROVAL AS REQUIRED UNDER THE JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINANCE Applicant: ARTHUR ABE 7765 37TH AVE S SEATTLE WA 98118 Critical Area Review Case Number: CAR00-00440 Project Description: SFR Parcel Number. 602242005 S-T-R: 24-26N-02W Site Address: 434 WAWA POINT RD BRINNON WA, 98320 FIN DIN GS: 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 10/02/00 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: Eagle Habitat, Susceptible Aquifer Recharge Area, Landslide Hazard Area (low), Seismic Hazard Area, Shoreline (Suburban), and Stormwater. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 11/17/00 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Shoreline (Suburban), Susceptible Aquifer Recharge Area, and Stormwater. 3.) The applicant has submitted a Small Parcel Erosion and Sediment Control Plan to address Stormwater on the property. 4.) Aquifer recharge areas in Jefferson County are characterized by porous geologic formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 5.) Susceptible aquifer recharge areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. This includes any portion of Jefferson County with a DRASTIC index of greater than or equal to 180 points as determined using the U.S. Environmental Protection Agency DRASTIC methodology: Drastic: A Standardized System for Evaluating Ground Water Pollution Using Hydrogeologic Settings (EPA 600/23-87-035). 6.) 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. 7.) 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 shall be measured from the bank's edge when the bank height exceeds 10 feet. The proposed building envelope shall maintain a 30-foot setback from the top of the shoreline bluff to the proposed structure. 8.) The bluff height is less than 30-feet. The required setback from the top of the bluff is 30-feet. aiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is granted subject to the s 1ing conditions. Any deviation from these conditions shall result in this waiver being revoked and the plication becoming subject to further review: CONDITIONS OF APPROVAL: 1.) Vegetation retained on-site following completion of clearing for roadways, utilities and the like, may be cleared only if such clearing is absolutely necessary to complete the proposal (Note: This condition shall not be construed as allowing removal of native vegetation within a designated critical area or its associated buffer). 2.) The applicant shall permanently separate the boundary of the fish and wildlife area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. 3.) Surface drainage shall not be directed across the face of a marine bluff, landslide hazard or ravine. If drainage must be discharged from a bluff to adjacent waters, it shall be collected above the face of the bluff and discharged to the water by tight line drain and provided with an energy dissipating device at the shoreline. A shoreline permit is required to discharge water at the shoreline. 4.) Residential structures shall not exceed thirty-five (35)feet in height. 5.) The applicant shall apply for a shoreline permit exemption for the installation of a stormwater tight-line prior 1 to construction of any structures. 6.) Applicant shall fully and completely adhere to all the conditions and requirements of the eagle habitat management plan which have been agreed upon between the applicant and the Washington State Department of Fish and Wildlife. 7.) The proposed building envelope shall maintain a 30-foot setback from the top of the shoreline bluff to the proposed development. This setback shall be entirely vegetated. Warren Hart, AICP Date Critical Areas Administrator 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. // c/.2 crc(f) Applicant's Signature Date c: File I:\F_CAR_Waiver_W_Conds.rpt 12/13/99 Jefferson County Permit Center * Department of Comunity Development 621 Sheridan Street Port Townsend WA 88368(3601379 4450 �C7 n a urtrvers, Hci t-it lie tie idiot lot 61a44t ad eompilete4 as triode: de: Description: +_df. _j*. __ -as , ` I atme_ 9 Digit Parcel Identification Nulaber(from your tax statement): Site Address 911#: `t r Road Name: L4 aWC - Pa Zip Code: 4 O 52.U Legal Description Subdivision Name: Block: Lot(s): Section: b'1 t� Township: Range: ' (2 w Parcel Size (acres or square footage): ctril_pS Property Owner: Aix) `2 _ zo Mailing Addres s: T� � �-, �[-1(0S ="?tf ��tj-e -tx i o? Applicant/Occupant: Phone: (if different from owner) C V)&Q Mailing Address: Authorized Rep: tft f L YES Phone: Mailing Address: V. 0. 'BOX- a--7 RA_Ll b©, C c,. General Contractor: A O M r „ (A , . A A v:.....,tea=���: ��V V l�.-l� ��� Pone: CP17-1 CO 6 Mailing Address: -0• BOX Cr) LI d/00) L . . . aln--) Contractor's State License Number:,-ToLus_av « �-1 Expiration Date: Li_ Septic Designer: vlc,Vfx11// ,, Phone: Mailing Address: Architect:/Engineer— + . V1l S t, �.e Phone: ��r� Mailing Address: 'P 0. y� 0?c, Loan Lender/General Phone: 3 b O Contractor's Bond Holder: � � - �/ ----�� 9 -z I i Mailing Address: POW_ 1 UGt.. FOR OPPICE USE ONLY Fire District. Planning Area. School District Zone: 4/98 H:\home\pincntr\forms\universal plot plan 1114 145' - 1-- _ - _ N / / N 1 / \ / \ • / • / 00 / C / 00 h I I EXISTING 1 WELL \ Q/ / North \ Q / \ ) / _ 50' EXISTING N DRAINFIELD / 1 ES\NG I \GA PEE \ N. I ZO8�0 v-_, I s ,, 78'-0" ( o2 /� \ I 1 c ' I DASHED LINES REPRESENT HOUSE & o GARAGE TO I BE DEMOLISHED ; '• r 1 7. 8'‘ EXISTING BULKHEAD `♦ ♦ ♦ `Jr\ \ \ SIT= DLA\ SCALE: 1 " = 40'-0" ARTHUR ABE PARCEL #602-242-005 434 WAWA POINT ROAD BRINNON, WA. 98320 TERHUNE HOMES INC 9/20/00 LR N 0