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Home My WebLink AboutBLD2014-00144 •BUILDING PERMIT APPLICIION BLD14-00144 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00144 Received Date: 4/24/2014 SITE ADDRESS: 1387 OLD GARDINER RD SEQUIM, 98382 OWNER: GARY L HILLS PHONE: 360-808-2858 CAROL H HILLS 2507 NE 95TH CT VANCOUVER WA 98662-7812 SUBDIVISION: Block: Lot: TX 40 PARCEL NUMBER: 002342016 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NSFR, UNHEATED UNPLUMBED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,707 VALUATION 225,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 308 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 690 SHORELINE: CONST TYPE: DECK: 466 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 07877 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: " Type Amount Paid B : Date: Receipt: Approved/Date Yp Y p pp Permit $1,923.00 MEB 04/24/14 148611 At' ° .,) , E Plan Check $1,249.95 MEB 04/24/14 148611 State Building Code $4.50 MEB 04/24/14 148611 AUG 2 0 2014 Potable Water Application $67.00 MEB 04/24/14 148611 Total: $3,244.45 Jefferson County DCD \ rtn+olar,rr.,e 1G RI fl Ann RIA r.,* A I'M/7f11A c ON c� DEPARTMENT OF COMMUNITY DEVELOPMENT i:,,, 621 Sheridan Street,Port Townsend,W A 98368 °'=, Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment 0\0 E-mail:E-mail:dcd@co.jefferson.wa.us I CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00144 APPLICANT: GARY L HILLS PHONE: 360-808-2858 CAROL H HILLS 2507 NE 95TH CT VANCOUVER WA 98662-7812 SITE ADDRESS: 1387 OLD GARDINER RD Issue Date: 08/20/2014 SEQUIM, 98382 Final Date: 4/29/2015 SUBDIVISION: Block: Lot: TX 40 PARCEL NUMBER: 002342016 Section: 34 Township: 30 N Range: 2W PROJECT DESCRIPTION: NSFR, UNHEATED UNPLUMBED GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 4/29/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 5/7/2015 JEFFERSON COUNTY C , J ' DEPARTMENT OF COMMUNITY DEVELOPMENT Date: L _Time Received: /0 ` I CD am/pm Mon. Tue. Wed. Thur. Fri. r G� Date: BLD: \o 1 ^ 14 ` Contact Name: (1,\\ Owner: r, Owner: ‘ 141 1t Contact Number: 360 VcA.Q 35k Address: sn 0 t D eyrie,Otr\IL\-- 206 Notes: V."..\Y Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation - __.._ _._. rnal Inspection Setbacks Floor ._......_ ._ Foundation Wall Address Posted Block&Tile Ceiling v ll. Q�SO, Co :` % JEFFERSON COUNTY 4, 4 DEPARTMENT OF COMMUNITY DEVELOPMENT -Tsift N G.Cv Date: I2 - 1,3 Time Received: \ Z, ''2,,,, am Mon. Tue. Wed. Thur. Fri. Date: BLD: !Lt' / 11 Contact Name: Owner: Contact Number: 360 809 304 Address: I S% s' 0147 6,044;,/ -4-s,� 206 Notes: l„...-7 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling w45ON `'oo JEFFERSON COUNTY rh7\ DEPARTMENT OF COMMUNITY DEVELOPMENT >ate: �(� Time Received: CCik s 3 /pm Mon. Tue. Wed. Thur. ri T Date: C v�`` _ ( Contact Name: l 3LD: Contact Number: 360 L.owner: �� r l � It jc__ — {p _ c 206 \ddress: �� IM '` c. ` Notes: Foundation Plumbing Framing Propane Tank Mechanical Framing Setbacks Under ground g Under ground Furance Footing Rough In Air Seal -. Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts p Ventilation Appliance Post Hole Underfloor Gas/Wood stove Insulation Man Homes Final Inspection Setbacks Floor Wall Address Posted Foundation Block&Tile Ceiling Aso~ c. °� JEFFERSON COUNTY o. ssH NG� DEPARTMENT OF COMMUNITY DEVELOPMENT Date: Time Received: Is, am/6 (Vone Tue. Wed. Thur. Fri. Date: 7- �� BLD: ! i 4Lf Contact Name:Owner: l " /l c Contact Number: 360 Address: / 7L k� 1ic{:tL ,<__ 206 Notes: e'C 0 P.-- �1 (_ ,-/l.zti CI-if---Cf Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling w4,,4s°N `\ JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT „s.,,,,,, Date: 12,-( I 4 Time Received: ©U am/pm Mon, Tue. Wed. 40 Fri. Date: 1 a- .ci, - 1-/-t, BLD: I D It - I ' ' Contact Name: -TeCc� � s Contact Number: 360 1 339 Owner: �i qr ��L� `�-�-�_ Address: 13g� 0 1 D Cmc-d,,R.Qr3Ct 206 Notes: �, _ \�� g-3 - iii Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing V Under ground Furance Rough In Air Seal V Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling �cQ'�SO, co 4 °? JEFFERSON COUNTY { y DEPARTMENT OF COMMUNITY DEVELOPMENT .f 14‘11r,:46-cc Date: .Time Received: 01,20 amn Tue. Wed. Thur. Fri. Date: /0-k BLD: /L(— 1 Contact Name: Owner: Contact Number: 360 i177 7678 Address: j31 ? (9 LD (e)a-ti-6ipyR, 206 Notes: r`)Cs D (a lA 2 pry E.U. i 1 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling JEFFERSON COUNTY ' DEPARTMENT OF COMMUNITY DEVELOPMENT i -S`Sil:\Gtr Date: /04, Time Received: 0277 a rargi Mon. Wed. Thur. Fri. Date: /0-'7 BLD: /C/— J LI/ Contact Name: Owner: Contact Number: 360 c/7� 7� Address: /387 01-p Co r 206 - l l�fo Notes: Foundation Plumbing Framing Propane Tank Mechanical echanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block & Tile Ceiling 4c ON CO w'�. o1 JEFFERSON COUNTY 9So DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 2„ L( Time Received: 11-2,5- /rr pm Mon. Tue. Wed. hu . Fri. Date: 2_ BLD: j i4'` 144 Contact Name: Owner: Contact Number: 360 Lf72 7/73- Address: 135i (')Lt 6-_,A,,,a,v..,z., 206 Notes: ,41,t)4-- ( SA Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling F}6 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Date: (2,..7 Time Received: 1,3 6 'pm Mon. Wed. Thur. Fri. Date: 12.q • BLD: 49 Contact Name: Owner: Contact Number: 360 . Address: 3 71 01-D Gh(2-to Pm/ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall X Address Posted Block&Tile Ceiling I % JEFFERSON COUNTY . DEPARTMENT OF COMMUNITY DEVELOPMENT 9S6,f:G.cO Date: j' L/52—Li Time Received: L/S arr rr Mon. Tue. Wed. Thin Fri. Date: BLD: J 1 /1/Y Contact Name: Owner: / Contact Nu er: 360 gQ 2c1S j? Address: O��n� I I _ 206 6 lvt i) Notes: - i 1.15_ Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling ti. J COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -,SH[VG,O Date: q "ZZ Time Received: `Z arr Mon. Tue. Thur. Fri. 7 Date: '-'Z-4-/ BLD: 1V-- /L/& Contact Name: Owner: Contact Number: 360 '--77 7O go Address: (3S 1 Oui) G ti& ✓ , ' 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling coNe: DEPARTMENT OF COMMUNITY DEVELOPMENT tN°C°2 Da te: 1/_.6 ( ime Received: S , 11 am/gm (Pion.`' Tue. Wed. Thur. Fri. Date: C'-1 BLD: (_ 4-"" I Contact Name: Owner: 4 t ([s Contact Number: 360_411:7_70 g C, Address: ( �g7 O(r-(D 666feot e/D 206 Notes: l Foundation Plumbing Framing Propane Tank Mechanical Setbacks -< Under-ground Framing Under ground Furance Footing X Rough In Air Seal Above ground Gas Stemwall /` Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling JEFFERSON COUNTY 1.Z.-- DEPARTMENT OF COMMUNITY DEVELOPMENT Date: q---g Time Received: (56 ameS. Mon. ilir Wed. Thur. Fri. Date: BLD: l 4/ ) ( Contact Name: Owner: // Contact Number: 360 L177 ?e,I6 Address: 13,5 7 &c-F) CQ ;wt/c._ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block& Tile Ceiling a ;`), 1 sO, co, , JEFFERSON COUNTY 4 DEPARTMENT OF COMMUNITY DEVELOPMENT / 9SHlN°C° Date: /� Time Received: �, ,� am 4E6 ,-i. i Tue. Wed. Thur. Fri. Date: 7',,`2_2- BLD: /V / cf Contact Name: Owner: Contact Number: 360 417 ? 7&d' Address: /3 SJ'7 0 f--0 C. . D,pz,,- 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall / Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling 4SEASONS ENGINEERING, INC 619 S. Chase Street 452-323 0 Prt Angeles,WA 98362 1 1! I i . MAR - 9 2015 jv1arch4, 2015 Jefferson County J`' r' L'"`J0'�� Department of Community Development e'°TNGc COMMUNITY DEVELOPMENT 621 Sheridan St. Port Townsend, WA 98368 Subject: Plan Revisions for Hills Residence BLD2014-00144 4 Seasons Engineering, Inc is forwarding a revision for the structure. The attached revision eliminates a shearwall in the study, and adds a shearwall in the mud room. Joists shall be blocked under the new shearwall. See Attached sheets. If there are any questions, please give me a call at(360) 452-3023. }.PETS Sincerely, � NVAS/i/,, - 00 �o� �G fir. Si!..7.- 'i,op% A se, 2 Donna J. Pers. P 7t, w F �.. cc. Gary& Ca :ifl�A1. Terry Barton, Bui •er BLDI +- Ob4h 4SEASONS ENGINEERING, INC. 619 S. Chase Street_30Port Angeles,WA 98362 September 19, 2014 Jefferson County Department of Community Development 621 Sheridan St. Port Townsend, WA 98368 Subject: Plan revision for the Hills Residence, 1387 Old Gardiner Road, Sequim, WA 98382 Dear Sir, The Hills are planning to eliminate the gas fireplace in the living room, and install a window seat and 3040 window in that location. Please see the attached lateral calculations and revised plans for structural requirements related to this revision of the building plans. If you have any questions, please give me a call at(360)452-3023. Sincere ■ J PEr ERs ,oO c'.\\,ASN 1. F 070 � f Donna J. -t'Se` ' .: - t � cc. Gary& Carol Hills J�-:FFE SON COUNT{ DCD BUm DING PLAN REVIEW APPROVED AS SUBMITTED ❑ APPROVED AS NOTED ❑ REJECTED Date rt.-Li -7 eviewe FILE COPY i NI IO date. W 2 ur Y Y YY I,YY Y YY YY YYY Y YY 0 0 _ 00 00 0 00 00 000 0 00 O O 4 4 w w ro g V' O w w z 0 O N U O Z Z ti fn Z Z (7 2 uu) Z ~ z N M Z W W \ W V y v W W W v v w w W W W 0 Z z t Z ° 0 0 0 z s z 1 [ = 0 00 z = = z z z 0 z o 2 0 I O r O I O N O O O ' •J} O n N Of M V Ce M O I N V !. 1\ M O O) Of N- h M Of O 0 O LL N f` N n M n m Of N co, N O A _J m 10 N 1 ' JD V 10 ID 10 n h aO 7 J N 7 N N LL m 0 o LL LL J W . 0 CO LL J p CO CO 8 l~L N N �i O O ._ _ N N N a' -I ¢ w J d 3 r r r N r r r r r r N N 2 > co z Et W a N (00 O M r N N 6 N Z on O N N N n N N CO CO CO N N W Cl) • - S pp p pp _ 8 '� W W O ro b O N M N N 8 n 8 n O m CO 0 CO LL W O M M N co n N M M OO M N 3 LL CO N LL J W I f- W 0 w I yN ° 8 8 m8 8 `° ° 0) CO 88 888 E ° 8 n n n O n O C> ] ¢ -- o 0 0 0 0 0 0 .- 0 2 w p 'L o C's! 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CURRENT THERMAL PERFORMANCE STANDARDS(WASHINGTON STATE ENERGY CODE) OR PER APPROVED PLANS,AT THE ADDRESS l'r' 4',`s 14- LOCATED BELOW. •+►'/4 1,+/ ADDRESS \ €,: � • 4/ 0. x V77 '1 (Ad' f7c\VaI1'�v 'l "' �� r It 4.11 r- ,/,/p- tt SUB-CONTRACTOR: TRACY'S INSULATION INC. CONTRACTOR'S REG. NO. TRACYII917BT I�/+ + /��+% MANUFACTURER THICKNESS R-VALUES +'�`t �'�+ EXTERIOR WALLS '2401 �r ' Type of material: Fiberglass YNICk\\y -C ki V/.24 I ; -"="4 ATTIC BATTS 1' c S►I P-if C� � J I��%.,. Type e of material:Fiberglass JV ;i� it 4 ......x . ........,„ +/� yP /4; SLOPED/VAULTED.CEILINGS ��` Type of material: Fiberglass l y�! /i; = ATTIC BLOW -MOP ' ��i r44 f w t Type of material: Fiberglass V V tUl V 1 7 � I f<+. FLOORS ��::'''' y't• Type of material: Fiberglass 1 Ck U� I g3 �`..�* • io oN PIPE WRAPS 1+'t, � Type of material:Fiberglass YES NO "fir; t , VAPOR BARRIERS CEILING t pt WALLS f I 1 FLOORS m 1 I 114. ::•::.3,:4,1'11.,) 1 $h'+��1 440P' • ( I J N. l�� AUTHORIZED SIGNATURE TITLE DATE "��; • �3 ,`R+T1r;,v. ,. le.. iP3h'>.3.�b ,,,...,,R.,'Y°,,,7...... IYk. 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Attachments: WP_20141003_006.jpg; WP_20141003_005.jpg; WP_20141003_004.jpg; WP_20141003_ 003.jpg; WP_20141003_002.jpg; WP 20141003_001.jpg; WP_20141001_006.jpg; WP 20141001005.jpg; WP_20141001_004.jpg; WP_20141001_003.jpg; WP_20141001_002.jpg; W P 20141001_001.j pg Sent from my Windows Phone ECEOVE rs•,) , , ,, ,„ OCT - 8 2014 L { JEFFERSON COUNTY L____OEPT OF COMMUNITY DEVELOPMENT 1 ...,,_ ... ...„ . .... / • 4_4, i- \ . - ... . . ..., . ,... \ A , . A .', '' ' , . Al- .,' k, , —, ec \ %.,,t. - ; - , . „,.. : 'Ili .. . . - 44,1r ' '''':-' •: 1,1.4 -".N.i414,A • 4''', A , -..... :,.. ,,,,.--, —-- - . ,. - , - ....,,,,,,,,,, . 7 t , . ... a ' 4 ... '•- " ' *,,,,,r,.'''' 0.'t',''-'. .":* , ' • - *,-,.7 ,, 444--... '•' lk 'c . ;''''' '• 1 ....,,,,./ . , ...,.......e..ttill ' .... , Ittif 4. 't t. t .ka. ' . •. „ . IC3 „ ;:,*■., , 40,.. -■ .. 1,...7- .N. • / . 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T Z y (� 1 -113M W02id / T T c ��OV9135,001 T T , X33210 DJ p rn l I I NOISN3WIO rn I \ / .....7..f -I z 3ONV1510 - (O — I N / >OV9135 3x15 I \` /b10 J.3bd50 3"i9V3 �` z / O'Li '/�3� -I ��- - // 71 - -r0'LI '/313 �� • (- „ 3NI1 L213d021d NOISN3WIa' 10- 1VI1N3a1532i - f / 1N3O'd1'ab' 9 10 1 • I 3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to Minimum Requirement#5 (Section 2.5.5, Volume I) must provide for individual downspout full infiltration systems or full dispersion if feasible. Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation procedure below to determine the feasibility of downspout full infiltration. Flow Credit for If roof runoff is infiltrated according to the requirements of this section, Roof Downspout the roof area may be discounted from the project area used for sizing Full Infiltration stormwater facilities. Procedure for 1. Have one of the following prepare a soils report to determine if soils Evaluating suitable for infiltration are present on the site: Feasibility • A professional soil scientist certified by the Soil Science Society of America(or an equivalent national program) • A locally licensed on-site sewage designer • A suitably trained person working under the supervision of a professional engineer, geologist, hydrogeologist, or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimum identify the limits of any outwash type soils(i.e., those meeting USDA soil texture classes ranging from coarse sand and cobbles to medium sand)versus other soil types and include an inventory of topsoil depth. 2. If the lots or site does not have outwash or loam soils, and full dispersion is not feasible, then consider a rain garden or bioretention BMPs (the next lower priority on-site stormwater management system). 3. Complete additional site-specific testing on lots or sites containing outwash(coarse sand and cobbles to medium sand)and loam type soils. Individual lot or site tests must consist of at least one soils log at the location of the infiltration system, a minimum of 4 feet in depth from the proposed grade and at least 1 foot below the expected bottom elevation of the infiltration trench or dry well. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-4 • • . 1 Identify the NRCS series of the soil and the USDA textural class of the soil horizon through the depth of the log, and note any evidence of high ground water level, such as mottling. 4. Downspout infiltration is considered feasible on lots or sites that meet all of the following: • 3 feet or more of permeable soil from the proposed final grade to the seasonal high ground water table. • At least 1-foot of clearance from the expected bottom elevation of the infiltration trench or dry well. • The downspout full infiltration system can be designed to meet the minimum design criteria specified below. Design Criteria Figure 3.1.2 shows a typical downspout infiltration trench system, and for Infiltration Figure 3.1.3 presents an alternative infiltration trench system for sites with Trenches coarse sand and cobble soils. These systems are designed as specified below. General 1. The following minimum lengths (linear feet)per 1,000 square feet of roof area based on soil type may be used for sizing downspout infiltration trenches. Coarse sands and cobbles 20 LF Medium sand 30 LF Fine sand, loamy sand 75 LF Sandy loam 125 LF Loam 190 LF 2. Maximum length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench centerlines shall be 6 feet. 4. Filter fabric shall be placed over the drain rock as shown on Figure 3.1.2 prior to backfilling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the direct supervision of a geotechnical engineer or professional civil engineer with geotechnical expertise, and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill must be 60 linear feet per 1,000 square feet of roof area. Infiltration rates can be tested using the methods described in Section 3.3. 6. Infiltration trenches should not be built on slopes steeper than 25% (4:1). A geotechnical analysis and report may be required on slopes over 15 percent or if located within 200 feet of the top of slope steeper than 40%, or in a landslide hazard area. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-5 • I 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement, and in a location which can accommodate the overflow without creating a significant adverse impact to downhill properties or drainage systems. This is intended to prevent saturation of the pavement in the event of system failure. Design Criteria Figure 3.1.4 shows a typical downspout infiltration drywell system. for Infiltration These systems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum) and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile) must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 1 • • t mo drain PLAN VIEW NTS 4"rigid or 6"flexif�le perforated pipe .114 infiltration trench sump w/solid lid PLAN VIEW roof drain NTS overflow 4"rigid or l"flexile splash block perforated pipe .:: ..,,,, 6". :S a rJ $° ao• —t4tye1-- �---; �.r--� +°p° q mashed rods q°q a°p° po 4 _it min 5.U'ruin 12" '°❑=' 11/2'314" {a0°°oq °°O1`, l'min . 7O --�VoYC• fine mesh screen\--CB sump w/slid lid L. -t-10'min—.- varies ' 1110•A filter fabric } compacted bac kfill - 4"rigid or 6"flexble 4 9 09 0 ,`09 o perforated pipe 24' - - • o o•° , ° 7 a . l'e°a o°a °O, i2, {` v q °Q4� ;44 Q a Q c AQ p e Cr washed rock ck 1 12234 rte.//�� 'ei� 1–o-- 0.-1 SECTION A NTS Figure 3.1.2 -Typical Downspout Infiltration Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-7 • • s from roof grass overflow 6'min —_ �. ,,mow /X/>), , n. .' 11/2" 3/4' o a ny°°ve washed rock a° '° q° NOTE:Same length dimensions 4o °a °o° 18'min -v °.).o >° sa,a vb. '00.070 A° G - - - L 2'min .+. 15'mm X-SECTION NTS Figure 3.1.3 -Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs August 2012 3-8 • • // Roof Downspout House // Catch Basin (Yard gain) //////.f, off f10 Downspout O DRY WELL 48Irch Diameter Hole Filled with PLAN VIEW 11/2-3"Washed Drain Rods NTS Roof Downspout Mark Center of Hole #1 with r Capped PVC House r, Overflow or Other means P Splash Block Topsal YFl Loh withSurface f'!' fi min. flow Mit •* ,�Ilirf {`i4��1 Min.4"cis. .";:t+x cv-1_.-k 1 r'a•�� Fine Mesh Screen �'— PVC Pipe .r,,, ,. CA, r, Catch Basin f js• a:�' (4brd Drain) �;� -' /J 48 l nch Dia meter 5' 4'Inn. Sides of Hole .. Hole Filled with Lined with tj 1112-3"Washed R Filter Fabric 4 f Drain Rods .l o 15 snip. ;j. .t17'r: ogiii 7,1:;. .47 Min. l'above 5easocIaI DRY WELL H igh Groucidwater Table SECTION NTS Figure 3.1.4 -Typical Downspout Infiltration Drywell Source: King County Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-9 • Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas, open water features, springs,wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation, but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 • • Sally Ellis From: Carol Hills [carolhh @icloud.com] Sent: Monday, August 25, 2014 10:38 AM To: Sally Ellis Subject: Re: Contractor information Hi Sally, I do not have permit #- For Gary L. Hills, Carol H. Hills- 1387 Old Gardiner Highway, Sequim, Wa 98382 Sent from my iPhone On Aug 25, 2014, at 8:26 AM, Sally Ellis <SEllisOco.1efferson.wa.us> wrote: > Thank you for the below information- I am sorry but it is Monday and I speak to way to many people to remember, can you please advise the address and or permit # that this contractor information applies too. > Thank you > Sally L Ellis > Jefferson County Community Development Permit Technician > 621 Sheridan St. > Port Townsend, WA 98368 > 360-379-4452 > sellisPco.iefferson.wa.us > Original Message > From: Carol Hills [mailto:carolhh(alicloud.corn] > Sent: Sunday, August 24, 2014 9:31 PM > To: Sally Ellis > Subject: Contractor information > Hi Sally, our contractor is Dwain Hardwick of Hardwick Construction, 51 McDonald Drive, Sequim, WA 98382. Lic#: Reg: CCHARDWC *884M3. Phone # 360-466-7086. > Please feel free to contact me if you should need additional > information. Best, Carol Hills. 360-808-2858 Sent from my iPhone bL.00-4 144. 1 0• ' 0 Sally Ellis From: Randy Marx Sent: Tuesday, August 19, 2014 4:19 PM To: Sally Ellis Cc: Jodi Adams Subject: BLD14-144, This was Zoe's case. Health has now signed off and it is ready to be issued D S LDING PERMIT APPLICATI BL Review 14-Type:0014 14 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00144 Received Date: 4/24/2014 SITE ADDRESS: 1387 OLD GARDINER RD SEQUIM, 98382 OWNER: GARY L HILLS PHONE: 360-808-2858 CAROL H HILLS 2507 NE 95TH CT VANCOUVER WA 98662-7812 SUBDIVISION: Block: Lot: TX 40 PARCEL NUMBER: 002342016 Section: 34 Township: 30 N Range: 2V1 CONTRACTOR: HARDWICK PHONE: 360-466-7086 51 MCDONALD DRIVE SEQUIM WA 98382 Contractor's License HARDWC*884M3 Expires 8/26/2014 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR, UNHEATED UNPLUMBED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,707 VALUATION 225,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 308 #OF STORIES: OCCUPANCY: OTHER: SHORELINE: CONST TYPE: GARAGE: 690 SETBACK: CONST TYPE: DECK: 466 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 07877 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,923.00 MEB 04/24/14 148611 {� Plan Check $1,249.95 MEB 04/24/14 148611 • ?OMDQ.ci State Building Code $4.50 MEB 04/24/14 148611 e fp Li Potable Water Application $67.00 MEB 04/24/14 148611 Total: $3,244.45 G(Ki' ilR r\-1- bQca added C can+rCkGto o r\ \\tidemark\data\forms\F_BLD_App_Bld.rpt 8/27/2014 , O� JEFFER�� COUNTY 111 ,6tA) IL--/-_ ,Lr-/ /W` ,'s, r� DEPARTMENT OF COMMJoll 1 f DEVELOPMENT T }-' '' 621 Sheridan Street • Port Townsend • Washington 98368 j. , ../ 360/379-4450 . 360/379-4451 Fax .1, www.co.jefferson.wa us!commdevelop,ment Master Permit Application wig MLA: Project Description (include se•arate sheets as necessary): / . 7 t \;:t›,10, Tax Parcel Number: 0.0 GI 3 i . a 0�b Property Size: �V (acres/square p Y .� 3 ac,re s (acreslsua feet),v,_yk.) Site Address and/or Directions to Property: i tad S e �4 _ 3 8'02 Property Owner(s)of Record: Go(Am', 1.. 14 P Is Cc&.M 7 t• S Telephone:3410 m se g•628- 8 Fax: y email: Mailing Address:_24,60 ' 94 th et 'Van ooaVer i 14W4 q g‘k Q Applicant/Agent(if different from owner): Telephone: Fax email: Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation ,Iii:Building ❑ Critical Areas Stewardship Pla ❑ Demolition Permit Cl Variance(Minor, Major or Rea d!pr..°Econ .�:t 6ii Single Family Garage Attached/Detached ❑ Conditional Use[C(a), C(d),o Or❑ Li Manufactured Home .❑ Modular ❑ Discretionary'"D"or Unnamed `s lass'i lod Co mmercial* ❑ Special Use(Essential Pubii. Fes)** n L Q 2014 f1 Cnange of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑ Short Plat** ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan ** FJfFFFRSONC0UN❑ Propane ❑ Long Plat** COM�UNIIypEV . ,,,o) ❑ Plannea Rural Residential Development(PRRD)/' - - :"k . S ** ❑Allowed"Yes" Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Acvance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments, is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 attorney'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 access arid right of entry to Jefferson County and its employees,representativesor agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appli ion that he y- wantsprior notice. Signature: `—ett#1 � Date: .. ,, The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if ou are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf ble responsi ility for a he ing to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: �/ Date: q ft—s ql.tfp G:\PerntitCenter\###FORMS###\DRD FORMS\Current DR1l Fnr, \\hcr,.P,'.,,,;r ar,r,r.,- c to nu a,.,. 411F-EUILDER STATEMENT • The signer of tnis statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they wit be ass.m'ipg the resp;sibility of theme,General Contractor for the proposed project Signature: _ = Date: 2�- / y GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: P ICNE: FAX: ( ) ( ) MAILING ADDRESS: EMAil.: CONTRACTOR'S LICENSE WAINS ,»; NUMBER: NUMBER i I, 4 , _ 4'- ' ARCHITECT/ENGINEER: PHONE (, F ) " "FAX:( ) MAILING ADDRESS: EMAIL Project Type: i Frame Type: Bathrooms: I Shoreline: ' Type of Sewage Disposal:, j 1 f X New ! Y. Wood Existing: I ' - Sewer , , I : Addition C Steel Proposed: T Bank Community System 1 J �, I � Communit C Alteration/Remodel = 'Concrete , Total: Height: Individual System Repair 2 Masonry j - SEP Permit# _ s r , Bedrooms; Water Supply: Demolition .. 2 Other Existing: Setback: pp y: 9 C Private well 2 Two Party Type of Heat , Proposed: ,1_ %Public y 1 G l e.c.fr i Total: . Name of System:?UV 44,4 If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA P= �irlOp :( D�/J ___ Number of occupants(includes owners,tenants, employees, etc) Current PrcT o • • IBC Occupancy: IGC Type of construction: Wift you have Food S- fca? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: APR 2 4 2014 I Underground Tank I Above ground Tank Size of Propane Tank: i Heat Stove i Cook Stove i Woodstove i Fireplace Insert 1 Hot Water Tank i Pellet Stover 1 •4.- Is this appliance being installed in a Manufactured/Mobile Home? Yes / No I JEFFERSON COUNTY When applying for a permit to install a propane tank you must also submit a site plan showi F fy lines,tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: 1707:5 16-3".5 - -71_ 2"d Floor Heated - Consistency Review: Z 3'0 Other Heated Base fee: 1C\Z; Mezzanine Additional Section: —' —t' _ Ste-, 1 __, 0 ! J Heated Basement 4.... Plan Check fee: , 2-V\ .SS Unheated Basement ,,3j State Surcharge fee: Other Unheated " l Pot Water Review fee: Cr a.uJ/ .S -Ge g \ 0-7 , O Garage/Carport ' t tJ�y� 1Q � SUBTOTAL ��t�° O <��I Decks 1D I,5 2.5,1 1 911/Rd Approach fee: I � Other l TOTAL: $ (( . • • • , I Receipt Number: 1 a D ' I Cash/Check Number: Sq LP 2 7 ESTIMATED COST(REQUIRED) ' Date: r- ` - 2,j- .Fair arket value of all labor and materials foundation to finish _I �I j025 600. ve0 1 Initials: G:\PermitCenter\###FORMS# #\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc ■= --t7 --4 NI. .../ -,, ...... >., S il-E-- 1)(_.A kJ s.ca.14._ 34 z 3 a-) 0 As- / _._ • 1 N..) it. , . -- Q 4... r_..." r7 ,a4 4-..., 72 4c;:4 ,_,... -0 t..1 , [511 H . . Prof t r t 4.4 i is,,L i OO" -.-...... ...... P -"- ,..., ,,.....r.„......................e.......'°' 1 i I .. 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J CD CD - - co - co_ O O ti 0) - CO CO O O - = O -1 1 O r N r OD CD N - O C CO CD 0) O r+ - 0) 2 N C7 CT) CD r+ H -i CO G7 D CO D D O "D C r- D CA) CD O 70 73 3 0) co r X -P 0 C7 -.J O -< -0 CO CO O r r CD - - -P -1 C-3 70 C Z r m x O CA) 0 m n C m = -I c) O n 3 rn = m a w r CO 73 CO 2 H -I 70 73 O 01 H r D 3> -( N O -0 0) -I r r O X X N 71 2 r OD O n r CA) C) i CJ) 73 03 -P m a C7 m r N m O -I co m O 70 CL OD CJ1 -I CO -1 -< X CO X CJ1 -_ CD I--1 O 3 D CI Z D CZ N O CD r CI) o 1 O 0) -1 E -4 M c o rn co a 73 C3 N 0 c O_ Cl) CD CD CO O O -I -I C) 3 -0 v I- O C 0 Z D C7 C7 C) CS D ,J C7 S 3 3 C -• D CO CO H O_ rf- Z O 0 m -I = O C7 O CA rt 0_ 70 3 o- r -3 0 0 D Cii - O_ o Z (_ O) �.1 - CD -1, O a - w -- -- O O CO O H o -11 Z O N m .co O c -• H 70 • -< 111 Front Parcel Review BLt), L — ,i1 4 r I 2 • Pa ce 00 42016 3 Printed: May 1, 2014 GARY L HILLS Site Address(es): CAROL H HILLS 1387 OLD GARDINER RD SEQUIM, WA 98382 2507 NE 95TH CT VANCOUVER, WA 986627812 Parcel Number: 002342016 S-T-R: 34-30N-02W Total Acreage 0 Legal Description S34 T30 R2W TAX 40 Land Use: 9100 Flood District: Fire District: 5 Planning Area: 5 Flood Map(FIRM)Panel No: School District 323 Zoning: (2 0 r COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ 1/f Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ +' Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES 62 [ ] Shoreline Slope Stability: YES NO Stream Type:YES NO FWHCA: YES • .QdWt Wetlands: YES sit Rare Plants:YES Seismic: YES V_• Landslide: YES 10 Flood: YES 0 Erosion: YES , i Aquifer Rech Area:YES 0 SIPZ: none At Risk High Risk Coastal CMZ: one High Risk Moderate RiskDisconnected CMZ Stormwater site plan sue. itted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lan s: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES Vb [ ] Agricultural Lands: NO [ ] Archaeology: YES [ ] No Shooting Zone: YES CD) [ ] Stormwater: New Impervious Surface 9't$" Land Disturbing Activity 7 Z D ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES g MRL YES No Forest Lands YES [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO CO Other I- 1 BuildinE He1Eht: 35' UBC Standard [ ] Impervious Surface coverage ercentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industr er UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Indust Lands only [ ] Total Building (s) Size: RVC: 20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Zo Left Side: S Right SideS Rear: S Shoreline Setback: LSHA Setback: [ ] Road Classification: CON-4A, /.1)rj Road Approach: tir^T REQ RAP [ ] SEPA Required: Y Alp [ ] Flood Certificate: [ ] Existing Case(s) & Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES 0, submitted: YES NO [ ] UGA No Protest Agreement YE _ �p submitted: Y NO [ ] Site Visit conducted YES gr'"� [ ] Require Final Zoning Approval YES 10 [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 002342016 1.) WSRC Coaching - 2011-07-14 07/11/2013 Other Parcel tags found for parcel 002342016 2.) WSRC Coaching - 2011-04-19 08/08/2013 Other Parcel tags found for parcel 002342016 3.) WSRC Coaching - 2010-07-27, CZ 09/03/2013 Other Cases Associated with APN 002342016 Cases Name Review Type Status Planner BLD14-00144 HILLS I P Application Received: 4/24/2014 Permit Issued/Case closed: Case Finaled: NSFR, UNHEATED UNPLUMBED GARAGE CAM14-00247 HARDWICK NA M Application Received: 4/23/2014 Permit Issued/Case closed: 4/23/2014 Case Finaled: Buildng setbacks, septic setbacks, drywell, site plan components for BLD permit application RAP11-00039 HILLS A Application Received: 8/15/2011 Permit Issued/Case closed: 8/17/2011 Case Finaled: RAP & 911 -Old Gardiner Rd \\tidemark\data\forms\R_ParceLCRMLA.rpt 5/1/2014 Page 2 of 2 • • Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07_SFR_StdConditions 3/7/2013 1 • Fisheries Service can levy penalties. Portions of Jefferson County, including marine waters, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 9/6/2013 2 2013 09 06_SFR_StdConditions V _ 0 CD r-r1 N A RI 0•L W• iw rF / / /N � H � A� t7,1!gl ig i i p iS o 16g sA m lii i % . a 0 xa, 0 ,, 4 r_ ■ Z w I Q o Ifs ll i / F h p u Ne 40 2 a 6 E. e adi E / / -� - ---- -_- -__ _ + / o o N I 1 $l 111M1-713 I s "_' r. o i I p3 7 r► i iM yo .....„ a h m 9 / ,..-4F< r I' " . . / ii ' $ -f-- � k4�N n 11I vao _CE I ' Li ' 'ii ' } I 11/ / /k N I \ XI 0T k 71 $ N I J1 O >I W G< g j R sq 12 .-= g1 2865;KT, ra i i.6 W _ I I f■ rii,,. .., it 6 /N n ?LI -moo.•/�ri�JQ1I 1I 'O [1 1 1,I CENTER VAULT L r / I -- P AT VAULT : / /N _ _,.. •. / I AD____. 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DE WORM A"°x.ATIU TO a+"°"TmN m., ooO,NO .TM" O IA TO TO ro 9/30/11 OWNER TO MITT Au NOTES.mMExsmw.ua ea•osTTMNP N"o"TO HAFT ar TaexrmxTiuN MO Eli FOR GAME 0 uii12 Building Design Inc GARY ANb CAROL HILLS ""°'T °" `�` 10 B""161 36B.6B3n.cem 12/11/13 Mm..e""a"se"a"si9""'" -..-. _-._._.- -, CaTlabaTy.WA_ _ -' ---- - — . , • • °N 0, JEFFERSON COUNTY 2 rz4 +,,s A9 DEPARTMENT OF COMMUNITY DEVELOPMENT JE II V t� D 621 Sheridan Street • Port Townsend •Washington 98368 1 APR 2 4 2014 ' IN' `�O http://www.co.jeffe song a .us /ommdevelopment/ - 4 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E.,SITE) Size of parcel ,371 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet / d sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow,elderberry,salmonberry, and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3 acres or more of Construction site for structures X j G sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. '/. 1 sq/ft Circle: Yes ( No Well, utilities,etc. sq/ft Does the project convert 2 1/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. (--E 0 sq/ft Circle: Yes (71,16 2 Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 7� e/ sq/ft Cut Fill. (cu/yd) [over] stormwater cal:worksheet Rev 9-9-2010—REV.9/9/2010 S • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 3,c-/ ?off sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks 5' G t, sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc S 6, 15 sq/ft Driveway, parking, roads, etc sq/ft Other sq/ft Other sq/ft Total New "`l </Cr sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: % Does the site have 35%or more of existing impervious surface? Circle: Yes ,'No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 11U cY / f(LANDOWNER THORIZED REPRESENTATIVE SIGNATURE) (DATE) t li'NTT',,„ ' "'''7,'77- --"0-, ,•' ' ''''',,,-001% ; 'A l',. 0 .0 '0-'• z91:44;w.7.401n-,,, ---,1',,,,„,`00 .,.0.k=0. y r ¢ „ 6 0'tit ook,, , , �, � ,� ovis o 0 stormwater calc worksheet Rev 9-9-210...--REV.9/9/2010 2 • • BUILDING PERMIT APPLICi ION BR vie OOpe: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00144 Received Date: 4/24/2014 SITE ADDRESS: 1387 OLD GARDINER RD SEQUIM, 98382 OWNER: GARY L HILLS PHONE: 360-808-2858 CAROL H HILLS 2507 NE 95TH CT VANCOUVER WA 98662-7812 SUBDIVISION: Block: Lot: TX 40 PARCEL NUMBER: 002342016 Section: 34 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR, UNHEATED UNPLUMBED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,707 VALUATION 225,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 308 # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 690 CONST TYPE: SETBACK: DECK: 466 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 07877 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 2 Total: 2 Total: 2 Routing Date: 1, 1/\-- Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,923.00 MEB 04/24/14 148611 Plan Check $1,249.95 MEB 04/24/14 148611 State Building Code $4.50 MEB 04/24/14 148611 Potable Water Application $67.00 MEB 04/24/14 148611 Total: $3,244.45 nP3 c:kety)-ti (Izt‘k t,L,fAizo cowLe+.4 P\P \ \ — (561 \(.\ \cQ, • 7-?-_, -s Off\ JEFFERS—A COUNTY ' r DEPARTMENT OF COMMUNITY DEVELOPMENT h ''' ----_ LOPfyIENT : °`' 621 Sheridan Street Port Townsend • Washington 98368 -�.' 360/379-4450 . 360/379-4451 Fax qS, N wwv✓.co.jefferson.wa us/commdevelopmen; Master Permit Application ' '��`� `��'�� MLA: Project Description (include se•arate sheets as necessary) f I T�{� J , ' \ Tax.Parcel Number: Q�a 3 y' aQ�b ` � f Property Size: 3 3a,e re S (acres/square feet).• >' Site Address and/or Directions to Property: 1,38 7 • • . << - ft d S e : w6,y1 , jt/f} 3 sa Property Owner(s)of Record: .r:,...r. L. 14 14: 1s Telephone:360 r $ 622 �� `� 7 4' 3.5.1.1 et email: Mailing Address: 6,0 E n G O CtiV er � 4 q g`k Q Applicant/Agent(if different from owner): Telephone: Fax Mailer g Address: email: . What kind of Permit? (Check each box that applies ❑ Lot or Road Segregation �_�� XBuilding ❑ Critical Areas Stewardship Pia I fi . ❑ Demolition Permit ❑Variance(Minor, Major or Rea..Q,1 u Single Famil Garage Attached/Detached ❑ Conditional Use[C(a), C(d),of pi9� ❑ Manufactured Home ❑ Modular 0 C ,* ❑ Discretionary"D"or Unnamed Use; lass'ommerc;u' ❑ Special Use(Essential Pub ii bollitees)*C� Cnange of Use ❑ Boundary Line Adjustment L.•` �UI4❑ Address ❑ Road Approach ❑Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** UFo, Jff❑ Propane ❑ Long Plat** �'OFCD NY ❑:.iyn ❑ Planned Rural Residential Development(PRRD)/ - =• s ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Site Plan Approval Aovance Determination (SPAAD)* ❑ Shoreline Management Substantial Development** 0 Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request Please identify any other local, state or federal permits required for uthisapropos/al, if known: I I hereby designate DESIGNATION OF AGENT - to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments, is true and correct to the best of 1 his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 attorney'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 access and right of entry to Jefferson County and its employees,representatives.or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appli ion that he or he wantsprior notice. Signature: •.+ .i�{1 f `T__'/J I ____ Date: _„.. ., ` 4.• The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if ou are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf ble response ility for a he ing to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: VVV"' Date: 4•Sqi ty G:\P'r, .„--_,„,\f,,,., „,t „,„,,",....•�_. _ . . _ t" BUILDER STATEMENT I i t The signer of t state.mertt does re c t a , are the O l.ne s of me parcel e nced riere:n. that Iney are not licer.sed ....tors and tna: :ney ll be as ' vTg reSOO s of•mac General Contractor for the proposer: crcjec. GENERAL CONTRACTOR OR P:Ar JLACTUREJ HOME'INSTALLER: P. -.'I= FAX: I ( MAILING ADDRESS: E:Ae. CONTRACTOR'S LICENSE WA!NS . NUMBER: NUMBER 4 l . . i • ARCHITECT/ENGINEER: PHONE ( ") " *FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: . Bathrooms: i Shoreline: 1 Type of Sewage Disposal:• X New : It Wood > ! Existing: I Sewer " • :_ Addition = Steel Proposed: _2. Bank. , i Community System Alteration/Remodel Concrete Total: 0. _ 'Height: ( X Individual System Repair ii Masonry • ! SEP Permit# _ p 5 . Bedrooms: Water Supply: Demolition = Other: Existing: Setback: 0 Private well 1 Two Party I Type of Heat: , Proposed: __Q._ Public y 6 f e,c-tr 1 C, I Total: a1- Name of System: ?1L l If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of AD• V ii- c : '�V�/J E Number of occupants(includes owners,tenants,employees, etc) Current Prod e , •i IBC Occupancy: IBC Type of construction: Will you have Food■ itL;? Yes / No If this is a Propane Tank and/or Appliance Installation permit, mark all items below that apply I r I il 1 1 APR 2 4 2014 1 Underground Tank 1 Above ground Tank Size of Propane Tank: I 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stov• 1 • •- Is this appliance being installed in a Manufactured!Mobile Home? Yes / No JEFFERSON COUNTY -111,a ti t+ When applying for a permit to install a propane tank you must also submit a site plan showing-all t-F,• 4 a la)al t. ti} lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. I I-- Square Footage 1 Current Proposed For Office Use Only Amount Revision Main Floor Heated I EH Bld App Review: 1707,5 10:37-,- - 16y 6o I 2 Floor Heated Consistency Review: $ 2_Z- Other Heated Base fee: Additional Section: c I— Mezzanine I l � ti I i Heated Basement Plan Check fee: _,-Aq S –1).... Unheated Basement ! State Surcharge fee: 3b S I _ Li - Sa Other Unheated ' Pot Water Review fee erau.J I .5 fo-e I 866 I , \ 0--7 . -; Garage/Carport 1� SUBTOTAL �" � Decks J j �� 911/Rd Approach fee: 1 Other i I TOTAL: I $ j • ~ Receipt Number: Cash/Check Number: G , � ( I I ESTIMATED COST(REQUIRED) Date: r U — 2uf,-(L •Fair arket value of all labor and materials foundation to finish I 5 v0O 2 Initials: z • o dZ . � aao o m 5m a k' k s o Q n O� aN s c. W 0 o Z U 1— o Gfeoy (MZ-N0£-b£4/l 3N) n Ct z£cfa 4°' O (e. resn) �e. r ° ..AM Gm it car"tea �,/OA�' `�r'+r�y°+ Lu 44r g 3111 8 (b 1 c t L n I 640n — Q 4.i . (etx3[E13w5a'1)N113N3 03 0 a ., V Q ti I'� Wy° a ? h° o G'SL s!N 3 O neno a a n �� $ n Is e m S _, I y wiw a I a E h�8m �0 r W Li- o cn M I. y °3 i x o o // N ' . i l' Z/ J N / ow j g / o .. an 24 N 8�m // 8�i Nx 8'- o,:clN O 9£'G£ Z + 0 — o n 0 � n U cn�m 1 a n 1 W a�.r co e m o 8 N I I z'asrozoc K < w DI! 1 p h o ia t $oo S 1 0 . . _ eo,if+ E "zy?T_ N ' 44,4*01 I —T £lol P°joIIlllI ',. ¢ g`3!, 5 1= 9L9 L1 00OfW Q 4/ h u° Ei h a 1 i Al 8 Q c S 0> 3 r °izaa p J „ . ", 99'90+ ero OH021 3S00H100HOS 010 aroKS°N (MZ-NO2-£ b/l 3N) £99L9Z v 8 ` 1 O a 8 2 z 30 _ 6 g V i Wm� F... oro ?v:,, -w $ 40 io ya°a .....: N g u fib:::. < / hJ U£?!RE $ Z o Jy o rc Map ' • Page 1 of 1 ArcIMS HTML Viewer Map � �- � ' , ` � � 1� ^ . ',_ ''�� } .� � �~~' ? *m2�zy�--�r- | se�zc,, -\ au�uz' Legend illow � no/ec�ureampos � �o Roads - - pane/o* omn�un, � zu2-1.2c ��2.1z�� O Foal Contour zA/ mr°mContour ^ vuma�/ner�� v�� vzasy sz�2o:b Lo ,o, a�y2,%:s zua2s' *^°,°^u��~. . ^.- ^f ,s,,"°au o. `e:* FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its un||e�tion� ThuK8ayu1 16��S�512U14 _ ___ _- - hnn://piaoerver/oczv}et/coon.osri.e .Esrimap?ServiccNuoze~^ovozap&:Clicot\/eroioo=4.O&Form=Truc... 5/1/2014 Map Output • Page 1 of 2 ArcIMS HTML Viewer Map c61 'tic 1.41 .—. /I) CX:211121.M.6 . X.i!,LC,' Olci GaminAr Ri W2:..ial 3005 002343004 -------- 00214300S --------,„ li Us 107 -------..____ 00234300 ---- kirstr's pr 1 by Aillerust Carly Coital Swoons GIS http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 5/1/2014 Map Output • Page 2 of 2 Legend Selected Features JC_Roads Parcels-H County Zoning MPR•SF Travis R u rat Resident tat 1:5 Rural Residential 1:10 Rural Resident 1:20 M PR-Single Family ▪ MPR Muhitamity M PR-Resort Comptes Parks and Recreation ■ M PR.Open Spaoe Rural Forest Commercial Forest In hold lug Forest I logy Indust rot Airport LPF ▪ M PR-Village Center AP 1:20 ▪ Ru rat Village Center ■ Resource!lased Ind. Log tit Industrial M PR Recreation Waste Mg mt CPF LL'M LAC ■ Crossroads•GC ■ Crossroads-CC ■ Cressroads.NC ■ AL 1:20 UGA•U roan Commercial UGA•Uroan Light industrial UGA-MDR UGA-IIDR UGA-Puolio UGA.LDR UGA-Vlsrtor Oriented Commercial MPR-DRN Brinnon CF-:9DMRLOCommercial Forest Mineral Resource Oaeriay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu May 01 16:32:00 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 5/1/2014 ll� 41110 • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /4- /17/V OWNER JOB LOCATION /3,e 7 o Cam. DtrteT' ' Inspection of this structure has found the following violations: t� arc r. t-o-.s n.►t��'` �--aas� /°��, t,/ 87 '- �. PAW 'e--/Ar1 oiJ /gig, l'poox t. 4.14-r.,y i.-yL&d,oJJ rn -?z°G� c-$, '%€'i ec./c L. % ► `,/T You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date /LZ /- //-) Inspector BUILDING DIVISION(360)379-4450 IN ECTION HOTLINE(360)379-4455 I THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • Jefferson County DCD Building Division // Correction Notice X PERMIT NUMBER tZir I 2I t i OWNER � — -7�' 660:01/05,t___ OCATION t _`��S I b JOB LOCATION �° Inspection of this structure has found the following violations: ak IPMEMENIUMVAIIIIMIL D:) AI gp warm; CL /\,tQ ciLC-) You are hereby notified that no more work shall be done upon these premises until th`e above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date\ q - l of Inspector BUILDINIG DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 I THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County Building Division Permit Number: BLD14-00144 Applicant: HILLS BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks q-7 to , p--6 Erosion Control C11611 tit F Foundation Footing (\ ( �_(� II `�—1 �- lJ1CiG�tz`� � Footing Drains � 1 Foundation Stem Wall Z4 y )- Underground Plumbing Under Floor Framin Straps(hold downs) 11 e) iqpig Ext.Shear Wall Nailing ri?) b ]7,�Rough-in Plumbing _, Framing 1.4 iii y�C3- Blocking V Airseal L z/q y . c ,,„, Insulation:Walls C2( Insulation: Floors ' `.,/pl l y \- J Insulation:Ceiling 3/2 ,5 X� VCn.‘ A� 1 /6(//1 1 Int.Shear Wall Nailing ` y Zy//5 n 4_,. Wallboard Nailing 3/Wis �..0 Gas Line: Interior Gas Line: Exterior 10/6, 13/4 _ Propane Tank 0)6 Heat/Chimney Clearance Drywell/Alt Drainage 3/2"15 c Address Posted / 3/z/)5 J L Septic System Finaled ublic Works Approval RAP11-00039 needs final inspection from PW i • Z/_/1 A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION WZVA5 g FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR ! • CONDITIONS for Building Permit# :BLD14-00144 1.) The site plan as submitted on April 24, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated May 1, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 2.) This approval is for a single-family residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 3.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 4.) zal \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 8/20/2014 UILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00144 Received Date: 4/24/2014 SITE ADDRESS: 1387 OLD GARDINER RD Issue Date 8/20/2014 SEQUIM, 98382 Expiration Date 8/20/2015 OWNER: GARY L HILLS PHONE: 360-808-2858 CAROL H HILLS 2507 NE 95TH CT VANCOUVER WA 98662-7812 SUBDIVISION: Block: Lot: TX 40 PARCEL NUMBER: 002342016 Section: 34 Township: 30 N Range: 2V\ CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NSFR, UNHEATED UNPLUMBED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,707 VALUATION 225,000.00 ADD'L: HEAT TYPE EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: 308 #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 690 SETBACK: DECK: 466 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 07877 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,923.00 MEB 04/24/14 148611 Exist: Exist: Plan Check $1,249.95 MEB 04/24/14 148611 Prop: 2 Prop: 2 State Building Code $4.50 MEB 04/24/14 148611 Total: 2 Total: 2 Potable Water Application $67.00 MEB 04/24/14 148611 Total: $3,244.45 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS 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. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED