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BLD2014-00442
BUILDING PERMIT APPLICSON B Review 0442 Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00442 Received Date: 11/24/2014 SITE ADDRESS: 60 MEADE RD NORDLAND, 98358 OWNER: GARY A ROWE PHONE: 360-770-7766 CYNTHIA S ROWE PO BOX 181 NORDLAND WA 98358-0181 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 921042008 Section: 4 Township: 29 N Range: 1 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW GARAGE, WITH SHOP & UPSTAIRS OFFICE SEP08-00108 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 75,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: 2 CONST OTHER: 860 SHORELINE: CONST TYPE: GARAGE: 1,510 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 0 Prop: 1 Total: Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $802.00 SRE 11/24/14 153910 Plan Check $521.30 SRE 11/24/14 153910 APPROVED APPR State Building Code $4.50 SRE 11/24/14 153910 /''1 II�� Y G Total: $1,327.80 DEC 17 2014 Jefferson County nj: \\tid ema rk\d ata\forms\F_B LD_App_Bld.rpt 11/24/2014 s°N C' DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/community-development y, Nc-'�p` E-mail:dcd@co.jefferson.wa.us Syl CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00442 APPLICANT: GARY A ROWE PHONE: 360-770-7766 CYNTHIA S ROWE PO BOX 181 NORDLAND WA 98358-0181 SITE ADDRESS: 60 MEADE RD Issue Date: 12/17/2014 NORDLAND, 98358 Final Date: 9/28/2015 SUBDIVISION: Block: Lot: PARCEL NUMBER: 921042008 Section: 4 Township: 29 N Range: 1E PROJECT DESCRIPTION: NEW GARAGE, WITH SHOP & UPSTAIRS OFFICE St '08-00108 THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes 41) THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 9/28/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 9/29/2015 Sally Ellis From: Gary Rowe <garconsult @gmail.com> Sent: Thursday, September 24, 2015 4:37 PM To: Susan Porto; Sally Ellis Subject: BLD14-00442 Attachments: Marrowstone Plot Plan (9-12-15)-Layout.pdf Hi Sally, I was working outside today and didn't realize that you had left me a message. I knew that environmental health department needed the as-built for the sewer connection and was planning on giving it to the inspector when he/she came out for the inspection. I've attached a pdf of the drawing. Let me know if that works or if I need to drop off a paper copy. I plan on being in Olympia tomorrow and will need to call for another inspection next week. Gary Gary Rowe (360) 770-7766 1 Sally Ellis From: Sally Ellis Sent: Thursday, September 24, 2015 8:12 AM To: Susan Porto (SPorto @co.jefferson.wa.us) Subject: BLD14-00442 Gary Rowe 60 Meade Rd sep08-00108 Importance: High Gary Rowe has called in for a final on his building permit BLD14-00442 Under conditions- Prior to final approval of the building an updated record drawing for SEP08-108 is required to be submitted by a licensed installer that reflects how the sewer line was intalled and specifications on piping. This is not signed off- However the Septic case is Final- Can Gary have his final inspection on this open building permit or not? 7.—) k` l� Sally L Ellis Jefferson County Community Development. Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs 9am - 4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis @co.jefferson.wa.us http://www.co.jefferson.wa.us 1 SR 116 FLAGLER ROAD , 279'-19/16" / Alk NO° 44'30"E ' ' JI n, Ui 8- 8 11, , l' - m m0 0 r m �+ C m N � �� M E,- cNn m zn 0 rV 0 1 f " N\y5\X/' �� % 93' m (n N AM\\1 r L> a CO 41. 1 : : c 4} s"`:``:t�M, 9m2 (II 1 r 100 SIR k 1 ,. b \ I r \ �1 I r Cl prainfielp Reserv, / .1 I tir / <��/ N / < � 111 Ii mmz / 1I y ; m � o9 K p K T V � 9 N ��" ,I�1�R►` I A D C m Y N 0 r ��- A �{ <-I O Ws)4-7.> I,1 3 � 3fi�`u1„mf sTi2C �? m�°a 0 `� V. /�F M ' /�,. ry9 L __I 3 '' 3/16 a6eJEO 0i...rem _ - T a. SO° 44'30"W J S 5') — 9 0 :v, <mo v� `T m� O mm J./ ^1 iT 7 Q Designed by: PLOT PLAN SHEET Gary&Cynthia Rowe Marrowstone Island 60 Meade Road LOCATION OF AS BUILT SEWER LINE Nordland,WA 98358 Garage/Shop TO GARAGE/SHOP 1 (360)770-7766 p August 27,2014 1 MICHAEL 1.ANDERSON Civil Engineer &tang Surveyor 330 Cleveland Street Port Townsend,WA 98368 MEMO DATE: November 10,2014 TO: Jefferson County Community Development Department Building Department j. FROM: Michael J. Anderson P of w y,O PE&PLS Cv�`� 4 yF� 7. ////e, 7 • E • EXP. DATE: 05 / 05 / 16 SUBJECT: Marrowstone Island Garage/Shop 60 Meade Road,Nordland APN 921 042 008 This is to certify that a review of the plans for the subject project dated August 27,2014 has been made by this office and we find that the plans are consistent with the Jefferson County Building Code. We hereby recommend that the plans be approved for construction. Please indicate if you need any additional information to complete your review of this addendum to the building permit. Contact the Building Department ►a >raM, : Tana acre approved a.cAln*' at 379-4450 prior to making changes Y r or revisions to the approved plans any errors or omiseicer,. Ali wort, „slAtit pees inspection in conformance w!th sli applicable codes and rem...tattcen. JEFFERSON COUNTY DCD BUILDING PLAN REVIEW c: Gary Rowe,Owner CI APPROVED AS SUBMITTED Dr APPROVED AS NOTED REVIEWED FOR 13 REJECTED CODE COMPLIANCE 0 Date l4"//41 Reviewer fv1116 r 1 W a 38, 3. 16' 3" 3' _ 6" 3' 8'_3.A A I _. - _- __ _ — . — A A I A I I I A I I 11 I I / I A I I C.72 co IV _ N I I] 1 A �� I = I 1 i 1 I - 1 V_ _ / W I i I It I N IF3' 6"—1 I I 1 — N I I I W W 3 G W I o op a= _ I 31 do 1 11� w co A r1 3x12jsts16"OC c p> I— H--'— A I NI I I ' I I co 1 I N �° V L7 I H oN , ov I H I ?t m L v i I-- = I fV I I co FN = I 0 So 0=0 7 °°� V N L'--1 — I<- -1------ mac- _ - _ _ - � - L _ I >r � J 8g -c 2'-10"• r 8'-2" i 19' a 8' —` I 1 30' > F 1 I I V L J Designed by: Gary&Cynthia Rowe SHEET 60 Meade Nordland: WA 9 WA 9 8358 Marrowstone Island FIRST FLOOR (360)770-7766 ^ August 27,2014 LJ Garage/Shop F1 COPY 9 - LD1 �I - 1-1H L. • — 38 , •C 152-144" ).-e--33' 17' 53/4" ,—e—5—31. .e 15'-2" )-•c 4'4'-7"1" 3""C 3' 3' —6" 3' 6-9"---0- '''' . „ A r -111 40 A ' /./ /// / yr '//// , - / ' /2 &&L I c-Pn. -Co-D I'l * / . , r co — . E ill• 31 1--, 1 ,.. I I / cz _ X r 1 I I I 0 co . I I 0 0 I I A / coo I I , I I I 77 'NNN.- C DII '1 K2 , / J — I CD 1 I I 4-- 1 I I —, I r..) I I r I r'1 =L Co I 1 rb K) _ co II i I E,i_. = 0 _ I . 1 1 ../...: I I -------,_________ r■D 41 1 L._, Cr) W zri t 6' 1 i , 1 1 , 1 1 1 I 7,3 , = / co CD I I u) 0- I I ..i=z ,- -n'< - r / I I i I , ■ , . , I I I I / I I 1 I L / a_,_ ....— 6-9" I 3, 6" L3 _L 6-9"--... ,.... r.t.... or 8'-1 1/4" ).,..e 5'---3....e 20' 2.—e—5' 7 wC = 38'-1 1/4" ------ 3 kr .s Designed by: I SHEET Gary&Cynthia Rowe 60 Meade Road Nordland,WA 98358 Marrowstone Island SECOND FLOOR (360)770-7766 3 August 27,2014 Garage/Shop 9 FILE C°131 i 38' I- ► 1-e.).,),•:-..:'‘''<:.'T.,.... ... .. a ? ss .!,'+.::=x. ei 1-. : S,tiS;. : 4:. 1 .+_ , 7 . .., ...� - . w i' i r— ^_:7 1• €€' ! f :V !.'' t . :S z. I'. . w !�' I co•'I 1 ! P.' r,I !, I _I- - Z _J -'1 - - - - ..,I I1_12. - ._ {.y o,,.a.-s. .i `u-:.0 r>�iT .e%Nti:' er.KJ.;. ii).<..":C+d.�"J4t^'�5'.`.... .. •• ,?:C;i;_' �1 d ;� —L — � -1 P A r- I_. o Z 8' (.0 0 A of DJ °�S rri , » D !; ?r 1 e o -3 =7 ,'r ,::. iq" •; CO N nn.) r 1 !.r 5 L!J s( CO cr. V i0 Y . I:, A j. N 1 ;■ • CO N i is i.:•'. 'al Ic o_OO m', r A L J Z — r t 2'-10") t 8-2" ....c 19' I. ` 30' l - R•, ,, ^4 L,, N X, X /u ! m%' n i3 m e ..1'111111110M/141 g ; ` „,<,,,Wili!Illli'J1'i1111 'CII ' 6 O q a E IA )_ a i F§� ,q maw F , ,O m •° k r q g'd D a o' 1 �' , --, O d r o -a " I -II 9 La S, m I on "m m I' 1 — m.m o m : X11 — dm .. - m 0 MI s. u ':IIDJ 1 -1 1 �r °6 8 Designed by: Gary&Cynthia Rowe SHEET 60 Meade Road (36)770-77668358 Marrowstone Island FOUNDATION/ August 27,2014 Garage/Shop FOOTING PLAN 9 4 Vint y' „;-)111 I 11$_ — 2--111 e n t iv:, 1 ~ _iu m x I — — - - ll o — _— co - - — 1 1 — - 1 I II) I _+A Ih :-.-.111 f Ifl=1 I ;In I ICI 4 k D i m x V 1� 0 U Ill ( r_ Cn su ro � i - -- - 1 - - - -- - - -' — t I 1 1 - - - 1 - 1 — _ s IV --n. N 5. 0) O if -0 Q G) F (DJ Designed by: Gary&Cynthia Rowe SHEET 60 Mead Nordland,WA 9 8358 Marrowstone Island NORTH 9 (360)770-7766 5 August 27,2014 Garage/Shop ELEVATION 9 FILE COPY I II r 1 ~ ` • .. 1 ■ F 1 1 1 I I � • III I I I III, • I I I I1 I I { — I ' / 1 - is ) Designed by: Gary&Cynthia Rowe SHEET 60 Mea Nordland;WA 9 WA 9 8358 Marrowstone Island WEST (360)770-7766 G August 27,2014 Garage/Shop ELEVATION 9 6 FILE COPY • V i N• H H r. !-I i I P —1 — - - — — . I I r Hr — — I E , _ _ _ _ _ _ _ 1 , 1 _ _ _ _ _ _ _ _ _ _ , , E _ _ __ _ __ 1 r , _ , , 11 , , __, _ \ , , _ _ , , , , , , , - , - - _ , , \ , -- 1- i _ , , r r 0 1 N` I i 1 ; 1 , , I - 1 -3. -17 rI I , u -1 , _- H Designed by: SHEET Gary&Cynthia Rowe 60 Meade Nordland,WA 9 8358 Marrowstone Island SOUTH 9 (360)770-7766 7 August 27,2014 Garage/Shop ELEVATION 9 FILE copy . k.,..--'"--- r Cat 1r - ■ 1- - I 1 - _I 1 `� i- - i ii 1 z>1111° a 1 — • I. L H , ..• _ _ , ._,H ,_ _ p II I- ■ I AM — . ■ Designed by: SHEET Gary&Cynthia Rowe 60 Mea Nordland,WA 9 8358 Ma rowstone Island EAST 9 (360)770-7766 Q August 27,2014 Garage/Shop ELEVATION 9 8 ' FILE CO I-1 1 i _ I■t'dlldill!JIII!i!IbII4!III!!IIi4111PiD4(IIU,!IUldl!JIII4llhhlll i114!IIi41EML Imo. 1 l< .,-020■Ire 6._b" .•■•■•• s I 7 g, 81■11 141:44.0P]- J 8 I =, 1 7 I 0, Vol. ;. r .0 1J 3 fr� �-o ••■■•.' i Wei%/ dip • ilimm-4 Slam! lirie It CM S' INNIS I AIM 4 _ !-'•UN T T,T I • ,,,,g , - g ,. p I m 3 Q a - a 2 n O O A A ^ m 3 ^a _ t y Q ma 3 N 'o N 3 O W o a a F3.- d " m ry R !^ a O A g C N fl a A NN _ El N Jan p a a 3 lk N d 6 1 r l'IreiIIWIIVJIIiliilli41VPI1i411MiIVelil iolkfli M4liihlliiiillylllh'Ili# RV i L m I 10' /�// T II �� o _ I I o II a , I I , F I I a J/ _t 1 q f 11 „T \I..'r Wei l��f OMNI IMMIS OMNI OMNI WOO MIA Designed by: SHEET Gary&Cynthia Rowe 60 Meade Nord land,WA 9 8358 Marrowstone Island DETAILS 9 ^ (360)770-7766 �.r11 August 27,2014 Garage/Shop 9 ._\ a e SR 116 FLAGLER ROAD 279'-1 9/16" AIk J NO°44' 30"E fir 8� VP 7 T m D. m m � -1 - . zs rm -0 1- c . �m 4 v iv Z y • O IN) o 93 CI) 4,, s��d9N�is'-, — �g m0 t>7 so--6, o wo / r - o0%1-140. . •' m j °- - \ 0N`ysc s 7- �J / r �� aN`/j (� cn Iv 0 / �9 \� ^ 2 cD CO ci i `/ cP. \ A ; \ 44,A NM k,""s"- qo'i.° > m 1E • / r , CD • o _ 1 9fainf)l7 eser N \` i -4 ° 6 1 t T o y [ : xi'"M 1-71 Vã s tv nm* A '<k< '< 1 ° _ 1., 173' .•P L J e6ejejoleuiiJa1eM a %°g 3.9' 5 3L16" — — — ______I • S0° 44' 30"W �w V81 PV F mA� Q m p en z ° -i-i .-- - ii C c O I i N (� o Zd b K , -� = ,-. j.. 42e)._Aec\ 4., " �, SHEET Designed by: Gary 8 Cynthia Rowe a JIM 60 Meade Road Nodland,WA98358 :11W owstone Island PLOT PLAN (360)770-7786 1 August 27,2014 áarage/Shop (Revised 12-10-14) 9 P-)M I LI -LH 2_ Standard Conditions for Residentlevelopment 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 riot 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 pies. Portions of Jefferson County, incltg 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. 2013-09-06_SFR_StdConditions 9/6/2013 2 • 7131103 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. Roof and other ar i rovredpm means precipitation shall be to be released to the soil slowly ponds and(or other approved Water collected from storm water and roof catchments may be used for watering lawns and gardens. Unless catchments water has been treated to meet drinking water standards,there shall be no cross connections allowed between the potable supply and-impounded water. 3. Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 5. Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently. 9. Weed control is an important part of water conservation. 10. For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. 11. Limit the amount of irrigated lawn. 12.Mulch your garden as well as isolated plants, trees and shrubs. 13. Use shade and windbreaks to assist in water conservation. 14.Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17.Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones(SIPZ). 18.Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots)for outdoor water use should not be used in SIPZ. [end] PLEASE NOTE:DELETIONS MADE AT NY TIME. USE CURRENT LIST. ADDITIONS I • BMP T5.30: Full Dispersion Purpose and This BMP allows for"fully dispersing" runoff from impervious surfaces Definition and cleared areas of development sites that protect at least 65%of the site (or a threshold discharge area on the site) in a forest or native condition. Applications and • Rural single family residential developments should use these Limitations for dispersion BMPs wherever possible to minimize effective impervious Residential surface to less than 10%of the development site. Projects • Other types of development that retain 65%of the site (or a threshold discharge area on the site) in a forested or native condition may also use these BMPs to avoid triggering the flow control facility requirement. • The preserved area may be a previously cleared area that has been replanted in accordance with native vegetation landscape specifications described within this BMP. • The preserved area should be situated to minimize the clearing of existing forest cover,to maximize the preservation of wetlands (though the wetland area and any streams and lakes do not count toward the 65%forest or native condition area), and to buffer stream corridors. • The preserved area should be placed in a separate tract or protected through recorded easements for individual lots. • The preserved area should be shown on all property maps and should be clearly marked during clearing and construction on the site. • All trees within the preserved area at the time of permit application shall be retained, aside from approved timber harvest activities regulated under WAC Title 222,except for Class IV General Forest Practices that are conversions from timberland to other uses, and the removal of dangerous or diseased trees. • The preserved area may be used for passive recreation and related facilities,including pedestrian and bicycle trails,nature viewing areas, fishing and camping areas, and other similar activities that do not require permanent structures,provided that cleared areas and areas of compacted soil associated with these areas and facilities do not exceed eight percent of the preserved area. • The preserved area may contain utilities and utility easements,but not septic systems. Utilities are defined as potable and wastewater underground piping, underground wiring, and power and telephone poles. Volume V—Runoff Treatment BMPs—August 2012 5-30 • • Minimum Design Requirements for Residential Projects Developments that preserve 65%of a site (or a threshold discharge area of a site) in a forested or native condition, can disperse runoff from the developed portion of the site into the native vegetation area as long as the developed areas draining to the native vegetation do not have impervious areas that exceed 10%of the entire site. Where a development has less than 65%of a site available to maintain or create into a forested or native condition,that area may still be used for full dispersion of a portion of the developed area. The ratio of the native vegetation area to the impervious area,which is sipersed into the native vegetation,must not be less than 65 to 10. The lawn and landscaping areas associated with the impervious areas may also be dispersed into the native vegeatation area. The lawn and landscaped area must comply with BMP T5.13. All design requirements listed also must be met. The portion of the developed area which is not managed through full dispersion can be considered a separate project site. It must be evaluated against the thresholds in Figures 2.2 and 2.3 of Volume 1, whichever is appropriate,to determine the applicable minimum requirements. Additional impervious and lawn/landscaped areas are allowed, but should not drain to the native vegetation area, and are subject to the thresholds, treatment and flow control requirements of this stormwater manual. Within the context of this dispersion option,the only impervious surfaces that are ineffective are those that are routed into an appropriately sized dry well or into an infiltration basin that meets the flow control standard and does not overflow into the forested or native vegetation area. Runoff must be dispersed into the native area in accordance with one or more of the dispersion devices, and in accordance with the design criteria and limits for those devices, cited in this BMP. A native vegetation flow path of at least 100 feet in length(25 feet for sheet flow from a non-native pervious surface)must be available along the flowpath that runoff would follow upon discharge from a dispersion device cited in this BMP. The native vegetated flowpath must meet all of the following criteria: • The flow path must be over native vegetated surface • The flow path must be on-site or in an off-site tract or easement area reserved for such dispersion • The slope of the flowpath must be no steeper than 15%for any 20-foot reach of the flowpath. Slopes up to 33%are allowed where level spreaders are located upstream of the dispersion area and at sites where vegetation can be established. • The flowpath must be located between the dispersion device and any downstream drainage feature such as a pipe, ditch, stream, river,pond, lake, or wetland. Volume V-Runoff Treatment BMPs-August 2012 5-31 O • • The flowpaths for adjacent dispersion devices must be sufficiently spaced to prevent overlap of flows in the flowpath areas. For sites with on-site sewage disposal systems,the discharge of runoff from dispersion devices must be located downslope of the primary and reserve drainfield areas.This requirement may be waived by the permitting jurisdiction if site topography clearly prevents discharged flows from intersecting the drainfield. Dispersion devices are not allowed in critical area buffers or on slopes steeper than 20%.Dispersion devices proposed on slopes steeper than 15%or within 50 feet of a geologically hazardous area(RCW 36.70A.030(5)must be approved by a geotechnical engineer or engineering geologist. The dispersion of runoff must not create flooding or erosion impacts. • Roof Downspouts Roof surfaces that comply with the Downspout Full Infiltration BMP T5.10A,are considered to be "fully infiltrated" (i.e.,zero percent effective imperviousness). All other roof surfaces are considered to be "fully dispersed" (i.e., at or approaching zero percent effective imperviousness)only if they are within a threshold discharge area that is or will be more than 65%forested(or native vegetative cover)and less than 10%impervious(total), AND if they either: 1)comply with the Downspout Dispersion requirements of BMP T5.10B,but with vegetated flow paths of 100 feet or more through the native vegetation preserved area; or 2) disperse the roof runoff along with the road runoff in accordance with the roadway dispersion BMP section below. • Driveway Dispersion Driveway surfaces are considered to be "fully dispersed" if they are within a threshold discharge area that is or will be more than 65% forested(or native vegetative cover)and less than 10%impervious (total),AND if they either: 1) comply with BMP 5.11 for concentrated flow and BMP T5.12 for sheet flow-and have flow paths of 100 feet or more through native vegetation; or, 2)disperse driveway runoff along with the road runoff in accordance with the roadway dispersion BMP section below. • Roadway Dispersion BMPs Roadway surfaces are considered to be "fully dispersed" if they are within a threshold discharge area that is or will be more than 65% forested (or native vegetative cover) and less than 10% impervious (total), AND if they comply with the following dispersion requirements: Volume V—Runoff Treatment BMPs—August 2012 5-32 • • I. The road section shall be designed to minimize collection and concentration of roadway runoff. Sheet flow over roadway fill slopes (i.e.,where roadway subgrade is above adjacent right-of- way) should be used wherever possible to avoid concentration. 2. When it is necessary to collect and concentrate runoff from the roadway and adjacent upstream areas(e.g.,in a ditch on a cut slope),concentrated flows shall be incrementally discharged from the ditch via cross culverts or at the ends of cut sections.These incremental discharges of newly concentrated flows shall not exceed 0.5 cfs at any one discharge point from a ditch for the 100- year runoff event. Where flows at a particular ditch discharge point were already concentrated under existing site conditions(e.g., in a natural channel that crosses the roadway alignment),the 0.5-cfs limit would be in addition to the existing concentrated peak flows. 3. Ditch discharge points with up to 0.2 cfs discharge for the peak 100-year flow shall use rock pads or dispersion trenches to disperse flows. Ditch discharge points with between 0.2 and 0.5 cfs discharge for the 100-year peak flow shall use only dispersion trenches to disperse flows. 4. Dispersion trenches shall be designed to accept surface flows(free discharge)from a pipe, culvert, or ditch end, shall be aligned perpendicular to the flowpath, and shall be minimum 2 feet by 2 feet in section, 50 feet in length,filled with%-inch to 1'h-inch washed rock, and provided with a level notched grade board (see Figure 5.3.2). Manifolds may be used to split flows up to 2 cfs discharge for the 100-year peak flow between up to 4 trenches. Dispersion trenches shall have a minimum spacing of 50 feet between centerlines. 5. Flowpaths from adjacent discharge points must not intersect within the 100-foot flowpath lengths, and dispersed flow from a discharge point must not be intercepted by another discharge point. To enhance the flow control and water quality effects of dispersion, the flowpath shall not exceed 15% slope,and shall be located within designated open space. Note: Runoff may be conveyed to an area meeting these flowpath criteria. 6. Ditch discharge points shall be located a minimum of 100 feet upgradient of steep slopes (i.e., slopes steeper than 40%), wetlands, and streams. 7. Where the Local Plan Approval Authority determines there is a potential for significant adverse impacts downstream (e.g., erosive steep slopes or existing downstream drainage problems), Volume V—Runoff Treatment BMPs—August 2012 5-33 • • dispersion of roadway runoff may not be allowed, or other measures may be required. • Cleared Area Dispersion BMPs The runoff from cleared areas that are comprised of bare soil,non- native landscaping,lawn, and/or pasture of up to 25 feet in flow path length can be considered to be "fully dispersed" if it is dispersed through at least 25 feet of native vegetation in accordance with the following criteria: 1. The topography of the non-native pervious surface must be such that runoff will not concentrate prior to discharge to the dispersal area. 2. Slopes within the dispersal area should be no steeper than 15%. If the width of the non-native pervious surface is greater than 25 feet, the vegetated flowpath segment must be extended 1 foot for every 3 feet of width beyond 25 feet up to a maximum width of 250 feet. Minimum Design Requirements for Public Road Projects Applicability: These criteria apply to the construction of public roads not within the context of residential,commercial, or industrial site development. They will likely only be implementable on roads outside of the urban growth management areas where roadside areas are not planned for urban density development. 1) Uncollected or natural dispersion into adiacent vegetated areas(i.e., sheet flow into the dispersion area) Full dispersion credit (i.e. no other treatment or flow control required) for sites that meet the following criteria: a) Outwash soils (Type A—sands and sandy gravels,possibly some Type B—loamy sands)that have an initial saturated hydraulic conductivity rate of 4 inches per hour or greater. The saturated hydraulic conductivity must be based on a Pilot Infiltration Test or the Soil Grain Size Analysis method as identified in Section 3 of Volume III,or another method as allowed by the local government. • 20 feet of impervious flow path needs 10 feet of dispersion area width. • Each additional foot of impervious flow path needs 0.25 feet of dispersion area width. b) Other soils: (Types C and D and some Type B not meeting the criterion in la above) • Dispersion area must have 6.5 feet of width for every 1 foot width of impervious area draining to it. A minimum distance of 100 feet is necessary. Volume V—Runoff Treatment BMPs—August 2012 5-34 • • c) Criteria applicable to all soil types: • Depth to the average annual maximum ground water elevation should be at least 3 feet. • Impervious surface flow path must be <75 ft. Pervious flow path must be< 150 ft. Pervious flow paths are up-gradient road side slopes that run onto the road and down-gradient road side slopes that precede the dispersion area. • Lateral slope of impervious drainage area should be<8%. Road side slopes must be<25%. Road side slopes do not count as part of the dispersion area unless native vegetation is re- established and slopes are less than 15%. Road shoulders that are paved or graveled to withstand occasional vehicle loading count as impervious surface. • Longitudinal slope of road should be <5%. • Length of dispersion area should be equivalent to length of road. • Average longitudinal (parallel to road) slope of dispersion area should be < 15%. • Average lateral slope of dispersion area should be < 15%. 2) Channelized (collected and re-dispersed) stormwater into areas with (a)native vegetation or(b)cleared land in areas outside of Urban Growth Areas that do not have a natural or man-made drainage system. Full dispersion credit(i.e., no other treatment or flow control required) is given to projects that meet the following criteria: a) Outwash soils(Type A—sands and sandy gravels,possibly some Type B—loamy sands)that have an initial saturated hydraulic conductivity rate of 4 inches per hour or greater. The saturated hydraulic conductivity must be based on field results using procedures (Pilot Infiltration Test or Soil Grain Size Analysis Method)identified in Section 3 of Volume III, or another method approved by the local government. • Dispersion area should be at least 1/2 of the impervious drainage area. b) Other soils: (Types C and D and some Type B not meeting the criterion in 2a above) • Dispersion area must have 6.5 feet of width for every 1 foot width of impervious area draining to it. A minimum distance of 100 feet is necessary. c) Other criteria applicable to all soil types: • Depth to the average annual maximum ground water elevation should be at least three feet. Volume V—Runoff Treatment BMPs—August 2012 5-35 • • • Channelized flow must be re-dispersed to produce longest possible flow path. • Flows must be evenly dispersed across the dispersion area. • Flows must be dispersed using rock pads and dispersion techniques as specified under Roadway Dispersion BMPs. • Approved energy dissipation techniques may be used. • Limited to on-site (associated with the road)flows. • Length of dispersion area should be equivalent to length of the road. • Average longitudinal and lateral slopes of the dispersion area should be < 8%. • The slope of any flowpath segment must be no steeper than 15%for any 20-foot reach of the flowpath segment. 3) Engineered dispersion of stormwater runoff into an area with engineered soils Full dispersion credit (i.e.,no other treatment or flow control required) is given to projects that meet the following criteria: • Stormwater can be dispersed via sheet flow or via collection and re-dispersion in accordance with the techniques specified under Roadway Dispersion BMPs. • Depth to the average annual maximum ground water elevation should be at least three feet. • Type C and D soils must be compost-amended following guidelines in BMP T5.13. The guidance document Guidelines and Resources for Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington can be used,or an approved equivalent soil quality and depth specification approved by the Department of Ecology. The guidance document is available at http://www.soilsforsalmon.org. o Dispersion area must meet the 65 to 10 ratio for full dispersion credit. • Type A and B soils that meet or exceed the 4 inches per hour initial saturated hydraulic conductivity rate minimum must be compost amended in accordance with guidelines in BMP T5.13. Compost must be tilled into the soil in accordance with the guidance document cited above. o 20 feet of impervious flow path needs 10 feet of dispersion area width. o Each additional foot of impervious flow path needs 0.25 feet of dispersion area width. Volume V—Runoff Treatment BMPs—August 2012 5-36 • • • • Average longitudinal (parallel to road) slope of dispersion area should be < 15%. • Average lateral slope of dispersion area should be < 15%. • The dispersion area should be planted with native trees and shrubs. 4) Other Characteristics for Dispersal areas • Dispersal areas must be outside of the urban growth area; or if inside the urban growth area, in legally protected areas(easements, conservation tracts,public parks). • If outside urban growth areas,legal agreements should be reached with property owners of dispersal areas subject to stormwater that has been collected and is being re-dispersed. • An agreement with the property owner is advised for uncollected, natural dispersion via sheet flow that represents a continuation of past practice. If not a continuation of past practice, an agreement should be reached with the property owner. Native Vegetation Landscape Specifications These specifications may be used in situations where an applicant wishes to convert a previously developed surface to a native vegetation landscape for purposes of meeting full dispersion requirements or code requirements for forest retention.Native vegetation landscape is intended to have the soil,vegetation, and runoff characteristics approaching that of natural forestland. Conversion of a developed surface to native vegetation landscape requires the removal of impervious surface, de-compaction of soils, and the planting of native trees, shrubs, and ground cover in compost-amended soil according to all of the following specifications: 1. Existing impervious surface and any underlying base course(e.g., crushed rock,gravel, etc.)must be completely removed from the conversion area(s). 2. Underlying soils must be broken up to a depth of 18 inches.This can be accomplished by excavation or ripping with either a backhoe equipped with a bucket with teeth, or a ripper towed behind a tractor. 3. At least 4 inches of well-decomposed compost must be tilled into the broken up soil as deeply as possible. The finished surface should be gently undulating and must be only lightly compacted. 4. The area of native vegetated landscape must be planted with native species trees, shrubs, and ground cover. Species must be selected as appropriate for site shade and moisture conditions,and in accordance with the following requirements: Volume V—Runoff Treatment BMPs—August 2012 5-37 a) Trees: a minimum of two species of trees must be planted, one of which is a conifer. Conifer and other tree species must cover the entire landscape area at a spacing recommended by a professional landscaper or in accordance with local requirements. b) Shrubs: a minimum of two species of shrubs should be planted. Space plants to cover the entire landscape area, excluding points where trees are planted. c) Groundcover: a minimum of two species of around cover should be planted. Space plants so as to cover the entire landscape area, excluding points where trees or shrubs are planted. Note:for landscape areas larger than 10,000 square feet, planting ca greater variety of species than the minimum suggested above is strongly encouraged. For example, an acre could easily accommodate three tree species, three species of shrubs, and two or three species of grozrndcover. 5. At least 4 inches of hog fuel or other suitable mulch must be placed between plants as mulch for weed control. It is also possible to mulch the entire area before planting; however, an 18-inch diameter circle must be cleared for each plant when it is planted in the underlying amended soil.Note:plants and their root systems that come in contact with hog fuel or raw bark have a poor chance of survival. 6. Plantings must be watered consistently once per week during the dry season for the first two years. 7. The plantings must be well established on at least 90%of the converted area. A minimum of 90% plant survival is required after 3 years. Conversion of an area that was under cultivation to native vegetation landscape requires a different treatment. Elimination of cultivated plants, grasses and weeds is required before planting and will be required on an on-going basis until native plants are well-established. The soil should be tilled to a depth of 18 inches. A minimum of 8 inches of soil having an organic content of 6 to 12 percent is required, or a four inch layer of compost may be placed on the surface before planting, or 4 inches of clean wood chips may be tilled into the soil, as recommended by a landscape architect or forester. After soil preparation is complete, continue with steps 4 through 7 above. Placing 4 inches of compost on the surface may be substituted for the hog fuel or mulch. For large areas where frequent watering is not practical, bare-root stock may be substituted at a variable spacing from 10 to 12 feet o.c. (with an average of 360 trees per acre) to allow for natural groupings and 4 to 6 feet o.c. for shrubs. Allowable bare- root stock types are 1-1, 2-1, P-I and P-2. Live stakes at 4 feet o.c. may be substituted for willow and red-osier dogwood in wet areas. Rwi off Model Areas that are fully dispersed do not use the WWI-IM or other approved Representation continuous runoff models. Volume V—Runoff Treatment BMPs—August 2012 5-38 • • • • The preserved area should be shown on all property maps and should be clearly marked during clearing and construction on the site. Maintenance • Vegetation and trees should not be removed from the natural growth retention area, except for approved timber harvest activities and the removal of dangerous and diseased trees. BMP T5.41: Better Site Design Purpose and Fundamental hydrological concepts and stormwater management Definition concepts can be applied at the site design phase that are: • more integrated with natural topography, • reinforce the hydrologic cycle, • more aesthetically pleasing, and • often less expensive to build. A few site planning principles help to locate development on the least sensitive portions of a site and accommodate residential land use while mitigating its impact on stormwater quality. Design • Define Development Envelope and Protected Areas- The first step Guidelines in site planning is to define the development envelope. This is done by identifying protected areas, setbacks, easements and other site features, and by consulting applicable local standards and requirements. Site features to be protected may include important existing trees, steep slopes, erosive soils, riparian areas, or wetlands. By keeping the development envelope compact, environmental impacts can be minimized, construction costs can be reduced, and many of the site's most attractive landscape features can be retained. In some cases, economics or other factors may not allow avoidance of all sensitive areas. In these cases, care can be taken to mitigate the impacts of development through site work and other landscape treatments. • Minimize Directly Connected Impervious Areas - Impervious areas directly connected to the storm drain system are the greatest contributors to urban nonpoint source pollution. Any impervious surface that drains into a catch basin or other conveyance structure is a "directly connected impervious surface."As stormwater runoff flows across parking lots, roadways, and other paved areas, the oil, sediment, metals, and other pollutants are collected and concentrated. If this runoff is collected by a drainage structure and carried directly along impervious gutters or in sealed underground pipes, it has no opportunity for filtering by plant material or infiltration into the soil. It also increases in velocity and amount, causing increased peak-flows in the winter and decreased base-flows in the summer. Volume V—Runoff Treatment BMPs—August 2012 5-40 • • • 2.5 Minimum Requirements This section describes the minimum requirements for stormwater management at development and redevelopment sites. Section 2.4 should be consulted to determine which requirements apply to any given project. Figures 2.4.1 and 2.4.2 should be consulted to determine whether the minimum requirements apply to new surfaces,replaced surfaces, or new and replaced surfaces. Volumes II through V of this manual present Best Management Practices(BMPs) for use in meeting the Minimum Requirements. Throughout this chapter,requirements are written in bold and supplemental guidelines that serve as advice and other materials are not in bold. 2.5.1 Minimum Requirement#1: Preparation of Stormwater Site Plans All projects meeting the thresholds in Section 2.4 shall prepare a Stormwater Site Plan for local government review.Stormwater Site Plans shall use site-appropriate development principles, as required and encouraged by local development codes,to retain native vegetation and minimize impervious surfaces to the extent feasible. Stormwater Site Plans shall be prepared in accordance with Chapter 3 of this volume. Objective The 2,000 square feet threshold for hard surfaces and 7,000 square foot threshold for land disturbance are chosen to capture most single family home construction and their equivalent. Note that the scope of the stonnwater site plan only covers compliance with Minimum Requirements #2 through#5 if the thresholds of 5,000 square feet of hard surface or conversion of 1/4 acre of vegetation to lawn or landscape, or conversion of 2.5 acres of vegetation to pasture are not exceeded. Supplemental guidelines Projects proposed by departments and agencies within the local government with jurisdiction must comply with this requirement The local government shall determine the process for ensuring proper project review,inspection, and compliance by its own departments and agencies. Volume 1—Minimum Technical Requirements—August 2012 2-16 2.5.2 Minimum Requirement #2: Construction Stormwater Pollution Prevention (SWPP) Thresholds All new development and redevelopment projects are responsible for preventing erosion and discharge of sediment and other pollutants into receiving waters. - Projects which result in 2,000 square feet or more of new plus replaced hard surface area, or which disturb 7,000 square feet or more of land must prepare a Construction SWPP Plan (SWPPP) as part of the Stormwater Site Plan (see Section 2.5.]). Projects that result in less than 2,000 square feet of new plus replaced hard surface area, or disturb less than 7,000 square feet of land are not required to prepare a Construction SWPPP, but must consider all of the 13 Elements of Construction Stormwater Pollution Prevention and develop controls for all elements that pertain to the project site. General Requirements The SWPPP shall include a narrative and drawings.All BMPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project. Each of the 13 elements must be considered and included in the Construction SWPPP unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the narrative of the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted pursuant to an approved site development plan (e.g., subdivision approval) that establishes permitted areas of clearing, grading, cutting, and filling.These permitted clearing and grading areas and any other areas required to preserve critical or sensitive areas,buffers,native growth protection easements, or tree retention areas shall be delineated on the site plans and the development site. The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. Sediment and Erosion control BMPs shall be consistent with the BMPs contained in chapters 3 and 4 of Volume II. Seasonal Work Limitations -From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage,slope, soil type and proximity to receiving waters. Volume 1—Minimum Technical Requirements—August 2012 2-17 • 2. Limitations on activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs. 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil. 3. Activities where there is one hundred percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Project Requirements - Construction SWPPP Elements Element 1: Preserve Vegetation/Mark Clearing Limits . Before beginning land disturbing activities,including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area- . Retain the duff layer,native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. Element 2: Establish Construction Access . Limit construction vehicle access and exit to one route,if possible. . Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs,to minimize tracking of sediment onto public roads. . Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. . If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (for example, during wet weather).Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. . Conduct street washing only after sediment is removed in accordance with the above bullet. Volume I-Minimum Technical Requirements-August 2012 2-18 • • • Control street wash wastewater by pumping back on-site, or otherwise prevent it from discharging into systems tributary to waters of the State. Element 3: Control Flow Rates • Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. . Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvements (e.g. impervious surfaces). • If permanent infiltration ponds are used for flow control during construction,protect these facilities from siltation during the construction phase. Element 4: Install Sediment Controls • Design,install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. . Construct sediment control BMPs (sediment ponds, traps,filters, etc.) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. • Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff,and soil characteristics,including the range of soil particle sizes expected to be present on the site. • Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility.Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard in Element#3, bullet#1. • Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. . Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Volume I—Minimum Technical Requirements—August 2012 2-19 • • Element 5: Stabilize Soils • Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include,but are not limited to: temporary and permanent seeding, sodding,mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylannide (PAM), the early application of gravel base early on areas to be paved, and dust control. • Control stormwater volume and velocity within the site to minimize soil erosion. • Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. • Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion: • During the dry season (May 1 -Sept.30): 7 days • During the wet season (October 1 -April 30): 2 days • Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. • Stabilize soil stockpiles from erosion,protected with sediment trapping measures, and where possible,be located away from storm drain inlets,waterways and drainage channels. • Minimize the amount of soil exposed during construction activity. • Minimize the disturbance of steep slopes. • Minimize soil compaction and,unless infeasible,preserve topsoil. Element 6: Protect Slopes • Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (for example,track walking). • Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes,pipes and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. • At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. • Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1A, 10-year, 24-hour frequency volume I—Minimum Technical Requirements—August 2012 2-20 . . storm for the developed condition. Alternatively, the 10-year and 1-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model(WWHM) to predict flows,bare soil areas should be modeled as "landscaped" area. . Place excavated material on the uphill side of trenches, consistent with safety and space considerations. • Place check dams at regular intervals within constructed channels that are cut down a slope. Element 7: Protect Drain Inlets • Protect all storm drain inlets made operable during construction so that stormwater runoff shall not enter the conveyance system without first being filtered or treated to remove sediment. . Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). Element 8: Stabilize Channels and Outlets • Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: Channels must handle the peak 10-minute velocity of flow from a Type 1A, 10-year,24-hour frequency storm for the developed condition. Alternatively,the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped area. • Provide stabilization,including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches at the outlets of all conveyance systems. VohoneI—ililinimaon Technical Requirements—August 2012 2-2] • • Element 9: Control Pollutants • Design,install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants_ • Handle and dispose of all pollutants,including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. . Provide cover, containment,_and protection from vandalism for all chemicals,liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest take within the containment structure.Double-walled tanks do not require additional secondary containment. . Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. • Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland application, or to the sanitary sewer,with local sewer district approval. • Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. . Use BMPs to prevent contamination of stormwater runoff by pH modifying sources.The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash,new concrete washing and curing waters,waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping and mixer washout waters. • Adjust the pH of stormwater if necessary to prevent violations of water quality standards. • Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches,streets, or streams. Do not dump excess concrete on-site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Volume I—Minimum Technical Requirements—August 2012 2-22 • • . Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. Element 10: Control De-Watering . Discharge foundation,vault, and trench de-watering water,which has similar characteristics to stormwater runoff at the site,into a controlled conveyance system before discharge to a sediment trap or sediment pond. • Discharge clean,non-turbid de-watering water, such as well-point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Element#8,provided the de- watering flow does not cause erosion or flooding of receiving waters.Do not route clean dewatering water through stormwater sediment ponds.Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site. . Handle highly turbid or otherwise contaminated dewatering water separately from stormwater. . Other treatment or disposal options may include: 1. Infiltration. 2. Transport off-site in a vehicle,such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval,if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. Element 11: Maintain BMPs • Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. . Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Volume I—Minimum Technical Requirements—August 2012 2_23 • Element 12: Manage The Project . Phase development projects to the maximum degree practicable and take into account seasonal work limitations. . Inspection and monitoring-Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function.Projects regulated under the Construction Stormwater General Permit must conduct site inspections and monitoring in accordance with Special Condition S4 of the Construction Stormwater General Permit. . Maintaining an updated construction SWPPP-Maintain,update, and implement the SWPPP. . Projects that disturb one or more acres must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). Project sites disturbing less than one acre may have a CESCL or a person without CESCL certification conduct inspections.By the initiation of construction,the SWPPP must identify the CESCL or inspector,who must be present on-site or on-call at all times. . The CESCL or inspector(project sites less than one acre)must have the skills to assess the: . Site conditions and construction activities that could impact the quality of stormwater. . Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. . The CESCL or inspector must examine stormwater visually for the presence of suspended sediment,turbidity, discoloration, and oil sheen. They must evaluate the effectiveness of BMPs and determine if it is necessary to install,maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, construction site operators must correct the problems identified by: . Reviewing the SWPPP for compliance with the 13 construction SWPPP elements and making appropriate revisions within 7 days of the inspection. . Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems not later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, the construction site operator may request an extension within the initial 10-day response period. Volume 1-Minimum Technical Requirements-August 2012 2-24 • • • Documenting BMP implementation and maintenance in the site log book (sites larger than I. acre). • The CESCL or inspector must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition, individual discharge events that last more than one day do not require daily inspections. For example,if a stounwater pond discharges continuously over the course of a week, only one inspection is required that week.) The CESCL or inspector may reduce the inspection frequency for temporary stabilized, inactive sites to once every calendar month. Element 13: Protect Low Impact Development BMPs • Protect all Bioretention and Rain Garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden BMPs. Restore the BMPs to their fully functioning condition if they accumulate sediment during construction.Restoring the BMP must include removal of sediment and any sediment-laden Bioretention/rain garden soils, and replacing the removed soils with soils meeting the design specification. • Prevent compacting Bioretention and rain garden BMPs by excluding construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. • Control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements.Do not allow muddy construction equipment on the base material or pavement.Do not allow sediment-laden runoff onto permeable pavements or base materials. • Pavement fouled with sediments or no longer passing an initial infiltration test must be cleaned using procedures in accordance with this manual or the manufacturer's procedures. • Keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. Volume I—Minimum Technical Requirements—August 2012 2-25 r .s,;,n\ ee, JEFFERSON"COUNTY e ' DEPARTMENT OF COMMUNITY tr DEVELOPMENT 9'rt'�" , 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.lefferson.wa.us/communitydevelopment Tel:360.379.4450 I Fax:360.379.4451 ( Email:dcd©co.lefferson.wa.us SquareONE Resource Center J Building Permits&Inspections J Development Review/Long Range Planning December 2, 2014 GARY A ROWE CYNTHIA S ROWE PO BOX 181 NORDLAND WA 98358-0181 RE: SITE ADDRESS: 60 MEADE RD CASE#: BLD14-00442 Dear GARY A ROWE: We have started the plan review process on the subject permit. Unfortunately, we are unable to finish the necessary plan review. We are in need of additional information and/or items as listed below: -Elevations that show the location of grade. -Floor plan reflecting consistant location of walls with elevations. -'`d- ••e7 • • op•sed gs •aurdi . : -a a•. to b Please submit the necessary items in order for us to complete the plan review process of this permit. If you should have any questions, please feel free to contact me at(360) 379-4450. Sincerely, Plans Examiner I c: File OWNER/BUILDER MICHAEL ANDERSON, ENGINEER 7 (LL -� 6 civa c>A- 12- -- ("j4All .0 , OfLeiti6AT'%5 1 \\tidemark1 data\forms\F BLD AddInfo_PInChk.rpt 11/3/1999 6 GI 'Q �T i CZ • � - 1`( / 41''LL • I • 38' ' 1 8'-3" A + I A I V I y 1 II I I I o � N A O A N I I ( �� 5 o II I ` y I I I I . J so X G I I a I It _t> W v IV v V, •7 .._. +, ,r * , , \4, . --., A 1 f V _I i W f1 n W I .. X — A— / CO e 8' A °' r 3x12 jasts 16'OC ,6 I O . A 3h ILI c CO Ii �_ T I I rV N J Ii H o N $ I ? v 67 ] - w � C= T rp =7. L ^ V N '' CO N nv °eti Fig j t .---.. I lL� _I -- - - - - - - - - J Y Y Y $ 19' 2'-10 8' 2" ■ 8' x...-t——I 30' ' I I L J Designed by SHEET Gary&Cynthia Rowe 60 Meade Nordland,WA 9 8358 Marrowstone Island FIRST FLOOR 9 (360)770-7766 gust 27,2014 Garage/Shop 9 • Ili 1 38' • 5' , ," 33' 6 15'-2„ ,'4'-7" 3'=T - 3— -- 6' 9. l O D 0 CD � a)�5 • P N co A O O D 0T i A O T1.--'-0 ch a N W _0_ O w D 2'� N I 1:116Haidiell Crr 1 I N I I _ 1 I N I I NO co 'I N co r. -n I 4 1 I - , , .I I W, , , I I a N_ N Q CO O I I m N Q ° i m 6' A O 1 I F3 I I rQ CD 1 I =, 6 I I O E.- A I 1 1 1 1 1 I 1 1 1 1 J y y�L 6,..9" 3' 6 3' -I- 6'-9„ 5' -.E------.E----- 8'-1 1/4"----0----5 20' 38'-1 1/4" SHEET signed by: LOO pry&Cynthia Rowe SECOND 3 Meade Road Marrowstone Island 60)77 , 77 96358 60)770-7766 y rgus'27,2014 Garage/Shop Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assuiines the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. • Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information 'Garage/Shop/Office Gary Rowe 60 Meade Road PO Box 181,Nordland,WA 98358 Nordland,WA (360)770-7766 Heating System Type: *Forced Air Furnace ()Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions" Design Temperature ' f , °n Design Temperature Difference(AT) 45 Pod Townsend v L.,- AT.Indoor(70 degrees)-Outdoor Design Temp : Area of Building NOV 2 4 2014 Conditioned Floor Area rI instructions Conditioned Floor Area(sq ft) 1,550 Average Ceiling Height Conditioned Volume 'I Instructions Average Ceiling Height(ft) 8.0 12,400 - .- I Glazing and Doors U-Factor X Area = UA Instructions 0.30 150 45.00 Insulation Attic U-Factor X Area = UA Instructions n • J 0.026 520 13.52 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA R -a ventee 0.027 660 23.22 Above Grade Walls(see Figure 1) U-Factor X Area UA 0.056 1,800 100.80 Floors U-Factor X Area UA .,.a,,,,bu •: i 0.029 840 24.36 R.30 .i - Below Grade Walls(see Figure n U-Factor X Area UA nstructi on'- R-1C Ccrtiruous Exterler I. 0.064 Slab Below Grade(see Figure 1) a F-Factor X Length UA .. i 0.570 Slab on Grade(see Figure 1) F-Factor X Length UA "°'i'°"s 0.360 I 750 270.00 R-10 Fully lnsula:ed . Location of Ducts Instructions j Duct Leakage Coefficient NJ G. 1.00 Sum of UA 476.90 Envelope Heat Load 21,461 Btu/Hour Figure 1. Sum of VAXAT • Air Leakage Heat Load 6,026 Btu/Hour Volume 0.6 X Or X.018 Above Grade . Building Design Heat Load 27,487 Btu/Hour Air Leakage a Envelope Heat Loss Building and Duct Heat Load 27,487 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space.Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 38,482 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) Prescriptive Energy Code Compli a for All Climate Zones in Washington • Project Information Contact Information Garage/shop/office Gary Rowe 60 Meade Rd P.O. Box 181 Nordland,WA Nordland WA 360-770-7766 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative , Date .///.2-1A All Climate Zones R-Values U-Factors Fenestration U-Factor' n/a 0.30 Skylight U-Factor n/a .0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49 0.026 Wood Frame 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Wall°k 10/15/21 int+TB 0.042 Slabd R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑l. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 0.5 1 b Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 _ ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 _ ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 (`1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= cont ous insulation, int .= intermediate framintil/ a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. n First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. ' For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. 0 0 \SON oer DEPARTMENT OF COMMUNITY DEVELOPMENT 4.c 2 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 i Fax:360.379.4451 I ----s, I Wcb www.co.jefferson.wa.us/communi p de%clo ment r.1 1,_,,,. , v 1, U J 4 Ii-mail.dcdCa','co.lcffcrvon wams I 1"SWINC ° ' J! NOV 2 4 2014 iI PERMIT APPLICATION �LJ ivUNW Steps in the Permit Process: '','V1JN!ITY DEVELOPMENT -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel Number: 921042008 Site Address and/or Directions to Property: 60 Meade Road, Nordland, WA 98358 Access(name of street(s)) from which access will be gained: (V Meade Road Present use of property: Residential Description of Work(include proposed uses): Build garage, wijq shop and office space r "1Q.ay univ- *d ShLp V 2nd Fte , flee, d ,s (P n Wastewater -Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES — — NO 1 If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: ✓ Septic Septic Permit#: SEP08-108 _ Community Septic Name of System: Case#: Are other residences connected to the septic system? No Additions or repairs to sewage system: None Is it a complete or partial system installation: Complete _/_ Partial Has a reserve drainfield been designated? Yes _/ No Date of Last Operations& Maintenance check: newly constructed in 2011 Attach last report to application Describe or attach any drainfield easements, covenants or notices on title,which may impact the property: The authorized agent/representative is the primary contact for all project-related questions and mail/e-mail requests and information about the application to the authorized agent/representative anal ? • c 'a:. 'rte • noted below. Tine authorized agent/representative is responsible for communicating the information taall parttes', ..::M the a7 lication. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts I. email'(i.e., County email is not blocked or sent to `junk mail"). Applicant/Property Owner Information NOV 1_ 4 201 4 Property Owner: Name: Gary& Cynthia Rowe n Address: PO Box 181, Nordland, WA 98358 Phone#: L360) 770-7766 E-mail Address: garconsult @gmail.com Please contact Authorized Agent/Representative with project info. (select only one). — Property Owner Signature: Date: 10/13/14 Note: For projects with multiple owners,attach a separate sheet with each owner(s)information and signatures. Applicant: Authorized Agent/Representative(If other than owner) Name: Jerry Rowe Address: 260 Arden St., Port Hadlock, WA 98339 Phone#: (360) 385-3413 E-mail Address: jroweconstruction @gmail.com Professional: Is this an Authorized Agent/Representative for this project? (NO ) YES Engineer /-7 Architect Surveyor Contractor Consultant Name: /14/c.AieWz. Address: 33a CGv‘r-ulwo fir. Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Attach additional pages if necessary Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Date:10/13/14 Signature: .•— Print Name: (etf�b ►we • ".7490 scb wedlecii6t4 co scb• }-61-1 333-4 s'o • S c OP DEPARTMENT OF COMMUNITY DEVELM G,� 621 Sheridan Street,Port Townsend,A\A 98368 �i _ E rW 1-4C Tel:360.379 4450 I Fax. �.. Web:wvAv.co.leffcrson wa.usicommu,utydevelopment ll dcdg,co.jefferson.wa.us NoV 2 4 2014 16'1rrNO�° _1 PERMIT FEES WORKSHEET , c wry �, a�fUNITY DEb'FLO?A4ENT Name Gary Rowe Parcel # 921-042-008 Estimated Cost of Project Permit# New garage/shop with office Building Base Fees Building Base $802.00 Plan Check Review $521.30 Land Use Review $228.00 Septic Review $79.00 Potable Water Technology/Scan $19.00 State Fee $4.50 Other Fees Shoreline Exemption Zoning Zoning New Address Public Works Total Fees $1,653.80 Office Use Only Receipt Number: 153910 Cash/Check/CC: 5101 Date: 11/21/2014 Initials: sle �sON co �w �� DEPARTMENT OF CAVITY DE �- 1 �I/ [ 621 Sheridan Street,Port Townsend,WA 983b$ G Tel 360.379.4450 Fax:360.379.4451 l �Ueb:www.co.ieffetson.wa.us/communitydecelopment NOV 2 4 2014 E-mail:dcdCcl co.iefferson.Ra.us L SUPPLEMENTAL APPLICATION .1D-F FS ,,COUNTY SINGLE FAMILY RESIDENCE PERMIT OR D Ur'itvoELoPMENr For Department Use Only Receipt#: Date: Related Application#s: Payment#: Site Information Owner Name: 6-Az', jam,; Assessor Tax Parcel#: 92,047ooes Type of Single Family Residence or Duplex New X Replacement Relocated Addition Repair Demolition * *A separate permit is required Select One: Modular Duplex Single Family-Residence Proposed Building/Project Number of floors . # new bedrooms 0 existing total bed U #new bathrooms 1 existing total bath / Heat Source Select all that apply: Electric A Heating Oil Wood Propane Enter the square footage(sq/ft)that applies in each field: Structure I Proposed Sq/Ft ' Main Floor Second Floor Additional Floors- heated/unheated Basement-unfinished Basement-finished space or habitable Detached Garage-heated nheatee) -7( .O - (Shop Ac: - 756) 1510 Attached Garage- heated/unheated llll _ Garage 2nd fl- unfinshed storage — Garage 2nd fl--finshed space or habitable V 60 _ Cl,rrActl) - Carport-2 walls or less Deck- uncovered Covered porch Other(shed, barn, pole bldg,etc.) Estimated Cost of Project (Required): _,$ 0 UU List existing buildings on property(i.ouse,garage, accessory dwelling unit, sh11/ barn, mobile home, other): All Existing Buildings on Property Use 604'S/ov - .SDOSF iirE� ,H&C) — //25 sTozsi/ Public Health Information Water Source Existing Proposed Attach Copies of: Private well - 1) Well Logs (if no log report on file, a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 http://www.jeffersoncountypublichealth.org/pdf/Policy_97- 01_Rainwater_Collection.pdf Valid Water Right Permit Generally applies to springs, attach copy. Public Water: X Name of Water Provider: PG(-13 -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings.http://www.co.jefferson.wa.us/commissioners 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 making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: Print Name: .+'—Y (R, g Date: ///Z4//4f- FOR OFFICE USE ONLY 1) Water Right Permit# 3)Individual Well 2)Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meet Does not Meet c . — '--1 1— II Uo ,,faOoVA IHaf vo .0-y0 ()\. . • w45 ON ooG DEPARTMENT OF COMMUNITY DEVELOPMENT � et, 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitvdevelopment E-mail:dcd( co.jefferson.wa.us STORMWATER CALCULATION WORKSHEET MLA tt PROJECT/APPLICANT NAME: .<;7441 /. f./(J(J/ 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 '26 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 9,ay() 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''/,acres or more of Construction site for structures /750 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes �j Well, utilities,etc. sq/ft Does the project convert 2 V2 acres or more of native vegetation to pasture? Driveway, parking,roads,etc. 243 sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 0:5-0 sq/ft Cut {F/ Fill 50 (culyd) 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 talc worksheet—REV.10/20/2014 1 • • STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) /7.-Z2 se/ft Structures(all roof area) ',6-..-Y, sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios 44J) sq/ft Solid Decks se/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc _2..C-E) sq/ft Driveway, parking, roads, etc /DOG sq/ft Other se/ft Other sq/ft Total New /j$O sq/ft Total Existing 2400 sq/ft TOTAL NEW+TOTAL EXISTING* 443SO sq/ft *This amount will be used 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: 2 4 % 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 I 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. Al-7.0...W" ///24// (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) I FOR OFFICE USE ONLY T SMALL_ MEDIUM LARGE REDEVELOPMENT No Stormwater Site Plan: Yes stcrmwatercalc worksheet—REV.10/20/2014 2 mss"" `'o� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2 /f!NG� ( �� _Time Received: In an ip ) Mon. f0. Wed. Thur. Fri. )ate: k ` "`f Date:ate: f f 3LD: \(4 1411"1- Contact Name: Contact Number: 360 770 7 766 owner: 206 4ddress: (p0 yw2sj� Notes: a -' 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 wK JEFFERSON COUNTY ',,,,,,46,° DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 5q Time Received: c'3 '7 efaiPm 42101 Tue. , Wed. Thur. Fri. Date: , / BLD: /4'- 1/Y2-- (,; Contact Name: Owner: RV Contact Number: 360 Address: $'49 44 7 70 P?6k� 206 Notes: a Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In x Air Seal X Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Straps Hot Water Htr Interior shear Oil Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Setbacks Final Inspection Floor Foundation Wall v Block&Tile /� Address Posted Ceiling (-- . �,�SON cod 1 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT -,,,,,,,..,° Date: -5/2 o Time Received: °� / an i . Mon. Tue. ed. ur r BLD: l/47L Date: .572 ,,� Contact Name: Owner: 6?ID Contact Number: 360 "]'2p ??k+6 Address: 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground g Framing Under ground Furance Footing Rough In Air Seal Stemwall Above ground Gas Hydronic Exterior shear Exterior lines Straps Hot Water Htr Oil Interior shear Interior lines Ducts Post Hole Ventilation Underfloor Appliance Man-Homes Gas/Wood stove Insulation Setbacks Final Inspection Floor Foundation Wall Block&Tile Address Posted Ceiling e5°N coo JEFFERSON COUNTY w` DEPARTMENT OF COMMUNITY DEVELOPMENT qSo Date: 03 Time Received: /%;57 am pm Mon. Tue. We . Thur. ri Date: 1/'? BLD: 14- oo q it t Contact Name: Owner: /ZOO E Contact Number: 360 776-77(,6 Address: 6C> Mk4DE e , 206 Notes: ZiePJII4 /0 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 OFFS-67 �� JEFFERSON COUNTY G2 ` DEPARTMENT OF COMMUNITY DEVELOPMENT Date: /2 3oTime Received: / Y7 arrreff5 Mon. Tue. (� : Thur. Fri. Date: 12---3/ BLD: / 17/— 471V2— Contact Name: Owner: Contact Number: 360 770 776k, Address: (,o ►7n.e4.41e— 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 ‘001kt, Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling .,``ii N cb`i JEFFERSON COUNTY 2 DEPARTMENT OF COMMUNITY DEVELOPMENT -i'4ING,9 Date: % 7 Time Received: ( 6i1 CIP Mon. Tue. Wed. Thur. 41110 Date: BLD: J 1j- (-1-k-i2 Contact Name: Owner: Contact Number: 360 Address: C2D rt&.e 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 -- -'o,. JEFFERSON COUNTY 1 �/ < Op ti,, DEPARTMENT OF COMMUNITY DEVELOPMENT 7Sk 1o1e Date: 12_, (Time Received: 1235_ am/CO�1 Mon. Tue. Wed. ur. Fri. Date: / 2--/ 45 BLD: /4- Kf 3 Contact Name: Owner: Contact Number: 360 779 62977 Address: j c L 14414 , 206 Notes: it et-‘54.11- 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 2uiliaD eILL'8 P019 palsod ssaappy IIeM uollepunoj aool j speglas uo!padsul leui j uollelnsui sawoH-um anols pooh/se9 . aooIJaapun apueilddy uolleIRuaA aloH lsod spn° scull aoualul aeags aoualul a1H aaIMM loH sdealS I!O scull aoualx3 mays aoualx3 aluoupAH IlemwalS seg punoa anogy IeaS wv' Lit q nou TSupooj aaueanj punoa�aapuf 9ulweaj punoa2-aapun s�laeglas leaiueyaaw )luelauedoad 2ulweaj 2ulgwnld `' uollepunoj :saloN 90Z V e Q 0) :ssaappd ` G. r� 09£ :aagwnN laeluo0 Y :aauMo :aweN laeluop hi) —hi :019 8)— '2 1 :ale° t •uj •paM •anl •uoW wd/we g^ :panlaaaa awls 1 : ( 1 :plea ir yoIzIHg 1NMWdOIdna AilNnwwoo dO 1N9Wledda 11Nf10O NOS?1333f .o� vo sa 4gi,O", CQ if JEFFERSON COUNTY , DEPARTMENT OF COMMUNITY DEVELOPMENT Date: Time Received: (o 110 am pn Mon Tue. Wed. Thur. FriJ Date: c.:,-? BLD: V1-- Li'-/L, Contact Name: Owner: Contact Number: 360 Address: (t,b IM a 206 7,C 7 7 .(, 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 u Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling SON C ‘ ''''''5°'4 w ?, JEFFERSON COUNTY -,`SHiN6 �� DEPARTMENT OF COMMUNITY DEVELOPMENT Date: ` .," ) Time Received: m Mon. Tue. Wed. Fri. Date: 9—2-LI BLD: (q-- i-(t? Contact Name: Owner: Contact Number: 360 7,0 7 7 66 Address: (.0 O LM.eczc-lik, 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 X Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling Parcel Details Page 1 of 2 • I ,= - Jefferson County ., : �•'° ` ,rLYeata�Stta'C"ort. ._a, [Yafa�Sa�eTools - '�. r+�t,,.'�,..�' k►—°" Home County Info Departments Search Parcel Number 921042008 SEARCH Parcel Number: 921042008 Printer Friendly Owner Mailing Address: GARY A ROWE CYNTHIA S ROWE PO BOX 181 NORDLAND WA98358-0181 Site Address: 60 MEADE RD NORDLAND 98358 Section: 4 School District: Chimacum (49) Qtr Section: NW1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1E Tax Code: 0211 Planning area: Marrowstone (3) Sub Division: Assessor's Land Use Code: 1100 - Residential - Single Unit Property Description: MINNIHAN SHORT PLAT LOT 1 Tax, A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel Plats &Survey _Septic Monitoring Info " Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Joe Best viewed with Microsoft Internet Explorer 6.0 or later 0 Windows - Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=921042008 11/24/2014 eeed {o of\ P [ 52 4- Public Utility District #1 Of Jefferson County WATER AVAILABILITY NOTIFICATION Board of Commissioners Barney Burke, District 1 PUBLIC WATER SYSTEM Kenneth A. McMillen, District Wayne G. King, District 3 James G. Parker, Manager To: Jefferson County Environmental Health Department From: Quimper Water System I�\l. _ � IL System Operator(s): Eric Storey I, NOV 2 4 2014 State ID Number: 05783U TV,jIU/ J -1�!'i 4JIll��l Number of existing connections: 2429 (Estimated) CO!il.uh!IroFVrtoPMFr!r Number of permitted connections: 3149 Number of committed connections: 2-5 DO This water system is capable of; and will supply potable water to the following location: Assessor's Parcel ID# 42_1 (04 (O©8 LegalDescription ./�'1 N I s1- o r2T LQT - ' Water Connection is available once all fees/charges have been paid*** Site Address: (90 ✓l,Ptde / /V v-44 c,i 1.94 ?3 53 Signature: / Title: L7-3 K.. Date: I 0 7/ THIS IS A NON-BINDING STATEMENT OF WATER AVAILABILITY. IT PROVIDES THAT AT THE TIMEOF REQUEST, WATER IS AVAILABLE WITHIN THIS SYSTEM. THIS NOTIFICATIOON IS GOOD FOR ONE YEAR 230 Chimacum Road/P.O. Box 929, Port Hadlock,WA 98339 PH (360)385-5800 FX(360)385-5945 0 • ��sON r, DEPARTMENT OF COMMUNITY DEVELOPMENT .� C� 631 Sheridan Street,Port Townsend,W,1 98368 =t.1 .-3C I el,360.3794450 Fax:360.379.4451 Web:www.co.icffexson.wa.us!communitydevelop Went E-mail.d1,14,cn.icffcrsoti.wa.us 1StING SUBMITTAL CHECKLIST RESIDENTIAL BUILDING APPLICATION Before you submit your building or land use application: DCD YOU NA Critical Areas Review-If you have critical areas on your property you should review them with a CAM prior to submittal. _ Yes Septic system installed or an application submitted Yes Potable Water proven for building site-you will need to submit water forms with permit. Submitted with a building permit application: Only completed applications,with all forms filled out,can be accepted at time of appointment. The permit technician is unable to complete the forms for you. If you have questions please call before submittal. You must ensure that every item below is completed and ready at submittal. Check each item below as you complete it. The permit tech will review at time of submittal,incomplete applications will be returned or delay processing. DCD YOU Yes Permit Application,Supplemental Applications and Fees Completed and signed. Each building permit requires a separate application,signed and dated by property owner. _ Yes Water Completed and signed Permit Application. You must provide all information necessary to prove potable water prior to submitting your bldg permit. Well-must include well logs and lab analysis at the time of application. Public Water-have a completed&signed Water Availability Notification from water purveyor. Yes Septic Septic Permit Number SEP 08-108 A septic permit application must be on file prior to submitting your building application. Yes O&M Form First page of Current O&M Inspection paperwork. _ Yes Site Plan We cannot accept a site plan larger than 11"x 17". Please submit 5 copies. See Site Plan checklist to ensure your site plan is complete at time of application. Yes Floor Plan We cannot accept a floor plan larger than 11"x 17". Please submit 3 copies. All rooms to be labeled on the site plan,show any, including garage,that are unheated. • If this is a remodel provide a before and after floor plan with all rooms labeled. Yes Building Plans Two sets of plans are required for Residential construction,three sets for commercial. All building plans are required to be submitted with engineered structural calculations. Building plans are not required to have an engineered stamp. Yes Stormwater A complete stormwater calculation worksheet is required for all building applications. All stormwater plans must comply with the current Stormwater Management Manual for Western Washington: http://www.ecy.wa.gov/programs/wq/stormwater/manual.html _ Yes Energy A complete Energy Code Calculation Worksheet. Forms and Information can be found at: http://www.energy.wsu.edu/buildingefficiency/energycode.aspx Yes Access Road Approach Permit Application. An approved access is required for all County roads if approach has not been previously approved. X Existing-Permit Number RAP 07-00166 OR Private Road (no permit required);OR State Road (permit from WSDOT) Yes Address Address Application required for all construction projects,if no address is currently assigned. X Existing Address& X Red fire sign showing your current address on site. NA Manufactured Homes-require no plans at time of submittal. However at time of all inspections,the required set up manual must be on site with permit or no inspection will be performed,and a re-inspection fee assessed. Checklist-Building Application Submittal Checklist Page 1 • • • Building Code Design Data and Criteria - IRC Table R301.2(1) Wind Speed- 3 Seismic Ice Shield Flood Frost line Winter Design Air Freezing Roof snow load sec Gust Decay Hazard Design Weathering Depth Termite Temp Underlayment Index EAST/WEST Category Req'd 251bs 110 mph/ 130 Moderate/ (a)1980,(b) D2 Moderate 12" Slight to 26 F No 1=.3 mph Severe 1980 Moderate • 2012 International Residential Code (IRC), WAC 51-51-003 • 2012 Washington State Energy Code (WSEC), WAC 51-11R • 2012 Uniform Plumbing Code (UPC), WAC 51-56 • 2012 International Mechanical Code (IMC) and 2012 International Fuel Gas Code (IFGC),WAC 51-52-003 Type of permits you are seeking for this project The corresponding supplemental application and submittal checklist must be submitted at time of application. Building Single Family (Stick built on site) Remodel/Addition/Repair Manufactured/Mobile Home (ex.Extend kitchen,den to bedroom,replace siding) Modular(Built off site) Demolition Permit X Garage/Shop/Carport Sign (Please Circle one: Attached/ Detached) Deck/Porch Covered Additional Dwelling Unit (ADU) Retaining Wall Foundation Only Pool Change of Use Commercial * (ex. Retail to Industrial,residential to retail,etc.) Multi-family* Mechanical Other Permits, Please list permit#s Propane Tank Lines Address ADR X Heat Pump Rd Approach RAP Hot Water Heater Septic SEP Solar Panel On Roof On Ground Land Use/Zoning Home Business Special Use (Essential Public Facilities) ** Cottage Industry Boundary Line Adjustment Stormwater Management Nat Vacation/Alteration ** Temporary Use Lot or Road Segregation Critical Areas Stewardship Plan** Boundary Line Adjustment Shoreline Management Variance Short Plat** • Shoreline Conditional Use Long Plat** Site Plan Approval Advance Determination (SPAAD) * Change of Use Jefferson County Shoreline Master Program Amendment Conditional Use [C(a), C(d), or C] ** Shoreline Master Program Exemption/Permit Revisions ** Sign Shoreline Management Substantial Development ** Tree Vegetation Request Variance (Minor, Major or Reasonable Economic Use) Wireless Telecommunication * Discretionary "D" or Unnamed Use Classification Allowed "Yes" Use Consistency Analysis Planned Rural Residential Development(PRRD)/Amendments ** Comprehensive Plan/UDC/Land Use District Map Amendment Forest Practices Act/Relase of Six-Year Moratorium * May require a Pre-Application Conference. **Requires a Pre-Application Conference. Checklist- Building Application Submittal Checklist Page 2 • • Environmental Health Requirements Note -this building permit application may require you to bring your septic system up to current codes. DCD YOU X On-site septic system location or sewer lines(existing and/or proposed). X Show measurements from the foundation to septic tank, drainfield and reserve area. X Sewage transport line X Current O&M inspection. X Reserve area Yes Is the stormwater diverted from drainfield/tank area? Show measurement from stormwater facility facility to septic tank and drainfield. Yes Are all septic system components completely installed (tanks,transport lines, drainfield)? Yes Is the septic system finaled, please contact EH to see what requirements they may have. Water NA Well location(s)with a 100 foot radius around well. X Water Lines and water meters,from water source to all buildings. Land Use Requirements DCD YOU NA Shorelines For shoreline properties,show the ordinary high water mark(OHWM),the shoreline buffer, the shoreline setbacks, and the distances from OHWM to all structures, including neighbor's,within 300 feet from both side property lines. X Slope Indicate slope (elevation change) of building site. Use contour lines or arrows to show direction and percent(%)of slope(s). Identify slopes greater than 15%. Percentage%of slope= Rise (height) divided by Run (distance) multiplied by 100. NA Critically Sensitive Areas Show all critical areas such as geologically hazardous areas, wetlands, rivers, streams, ponds, etc. X Stormwater Method and location of stormwater disposal.facilitates such as rain gardens,splash blocks, dry wells etc. These items MUST be shown on site plan. Commercial Building Requirements - in addition to items above. A site plan prepared by a licensed civil engineer, architect,or landscape architect containing the following information in addition to the general information required above. • DCD YOU Existing structures and significant features on the subject property and on adjacent properties. Property lines, adjoining street and immediately adjoining properties and their ownership. The layout of an internal vehicular and pedestrian circulation system, including location and dimensions of existing and proposed improvements on public right-of-way such as roads,sidewalks, and curbs. Corner grades and exisiting contours of topography at five-foot intervals. Existing and proposed grades and volume and disposition of excavated material, if applicable Natural drainage direction and storm drainage facilities and improvements. Locations of all existing and proposed utility connections. {�\Parking spaces and driveways. N Identify all uses in existing and proposed structures. 1 Proposed landscaping. Checklist-Site Plan Checklist Page 2 Front Parcel Review 13U� 1r�_, °2 Parcel 921042008 • Printed: December 15, 2014 GARY A ROWE Site Address(es): CYNTHIA S ROWE 60 MEADE RD NORDLAND, WA 98358 PO BOX 181 NORDLAND, WA 98358-0181 Parcel Number: 921042008 S-T-R: 4-29N-1E Total Acreage 2 Legal Description MINNIHAN SHORT PLAT LOT I Land Use: 1100 Flood District: Fire District: 1 Planning Area: 3 Flood Map(FIRM)Panel No: School District 49 Zoning: (• 5 COMP PLAN DESIGNATION: -� COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines 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\ N) [ ] ESA's: Special Reports arby YES N [ ] Designated Ag YES [ ] Shoreline Designation: YES N [ ] Shoreline Slope Stability: NO -7-4,f6-/e_ Stream Type:YES _► FWHCA: YES Wetlands: YES el Rare Plants:YES Seismic: YES Ir Landslide: YES el Flood: YES Erosion: YES Aquifer Recharge ' e. YES NO _,!__„ SIPZ: • :�14 High Risk Coast. //_�_ r� psi A I . CMZ: none u Modera s P isconnected CMZ Stormwa - - plan submitted: Yell) [ ] Forest Lands: YES l Adjoining Forest Lands: *\0 Commercial/ Rural/ Inholding [ ] Mineral Lands: YES 5) [ ] Agricultural Lands: Y [ ] Archaeology: YES 0 [ ] No Shooting Zone: YES a [ ] Stormwater: New Impervious Surface/9 5O s4,4f Land Disturbing Activity /gSOS,04 ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure•.�port YES t No MRL YES ao Forest Lands YES vo [ ] Landscaping Required: Yes `�t7 [ ] Parking Spaces R red NO QarOther 1 1 Building Height: 35' UBC Sd [ ] Impervious Surface coverage ercentage: y Yo Resource Lands&Public: 10% Rural Residential: 25% Rural Industria UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Indust only [ ] Total Building(s) Size: RV C: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: 261 Left Side: 6 / Right Side: 30 I Rear: ' Shoreline Setback: P LSHA Setback: k /A [ ] Road Classification: Lef Road Approach: EXISTING NOT v RAP(4)--7 e.sr)t (c C1 [ ] SEPA Required: YES Ex. E.MPT W�Q Cr 1,�� � L � � C� CI ) 11 [ ] Flood Certificate: �lk [ ] Existing Case(s)& p ition(s): .,�Q_p JO LA-J Violations: Yes No [ ] Recorded Date of Sub vision: 1 01) ©)C7 S AFN 2. 31 '55s Over 5yrs=UDC Plat Conditions: k..)/Pc <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES 16 sub tted: YES NO [ ] UGA No Protest Agreement NO, submitted: YES 1 0 [ ] Site Visit conducted YES [ ] Require Final Zoning Approval YES COD [ ] 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 No parcel tags found for parcel Cases Associated with APN 921042008 Review Cases Name Type Status Planner BLD13-00261 ROWE F Application Received: 8/23/2013 Permit Issued/Case closed: 8/23/2013 Case Finaled: 7,%31/2014 INSTALL DUCTLESS HEATPUMP BLD14-00442 ROWE P Anna Bausher Application Received: 11/24/2014 Permit Issued/Case closed: Case Finaled: NEW GARAGE, WITH SHOP& UPSTAIRS OFFICE SEP08-00108 MLA11-00126 BLD11-00152 MLA11-00126 ROWE I F Michelle Farfan Application Received: 6/15/2011 Permit Issued/Case closed: 7/6/2011 Case Finaled: 7/3/2014 NSFR RAP07-00166 ROWE F Application Received: 10/12/2007 Permit Issued/Case closed: 10/26/2007 Case Finaled: 3/21/2008 RAP&911 -MEADE RD PRJ12-00091 GARY&CYNTHIA ROWE F Application Received: 6/12/2012 Permit Issued/Case closed: Case Finaled: SEP08-00108 ROWE F Application Received: 6/3/2008 Permit Issued/Case closed: 7/9/2008 Case Finaled: 4/10/2012 SOM08-00108 ROWE RCR Application Received: 6/12/2012 Permit Issued/Case closed: 11/13/2014 Case Finaled: 1\tidemark\data1forms\R_Parcel_CRMIA.rpt 12/15/2014 Page 2 of 2 0 SR 116 FLAGLER ROAD 279'-1 9/16" N0° 44' 30"E vir ....,,cs:\ tis 8e 9 X O 41\ O • m0. r-- m . -o a ,, D 0 Z / ry m co Ill; Iv r a y n N o CD C 93'C K coo co st∎,- - D o c CG \1 �Np o ° M . z- - � 13of6 / �NtS / ' t . qq ' -- '` 3N/ i 0) N O t L> ^ tA 1t .�t, 1 p'b' . 4'c/ 46'- + °o \ \37).8.3 o \> gfainf� /R��9 1 �!� r [jj m m 1 3 ITt 1 ` I 's m D-u n m Fri ,I A o a 1' ,iSa'S N n a� e te e ° /�A 173' ae�F� 1 :8Z \ mam Rv • mb 9�, Al Ul I 1 ia' -NQ \ ,-�l L 32I9' 3116" e6eJe9 01 eu!pawm i 9l I S0° 44' 30"W I -, ,51, — y mQ-o c (4 m Or m >-oo n --7 -3 en en 0 -n C7 H� ii 7 m P O L ZO PC) 1 IA 01 bQ __ - __ � by O r"1� I. m - v I: cm-3 ;\..i/ z N c � � SHEET ET N3 d 0- 66i owstone Island PLOT PLAN 1 August 27,2014 arage/Shop (Revised 12-10-14) 9 61_0 1 y -y L4 Z O Q Q BLDRevi14-00442: ew Type �UILDING PERMIT APPLIC D N Development Jefferson County Department of Community Port Townsend, WA 98368 621 Sheridan Street 1112412014 Received Date: PERMIT #: BLD14-00442 SITE ADDRESS: 60 MEADE RD NORDLAND, 98358 PHONE: 360-770-7766 OWNER: GARY A ROWE CYNTHIA S ROWE PO BOX 181 NORDLAND WA 98358-0181 Lot: 1 Block: Section: SUBDIVISION. 921082008 4 Township: 29 N Range: 1 E PARCEL NUMBER: PHONE: CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: OJECT DESCRIPTIOD NEW GA0 GE,WITH SHOP & UPSTAIRS OFFICE PR SEP08 0 1 RES SQUARE FOOTAGE: TYPE OF WORK NEW MAIN: EEE HEAT TYPE: TYPE OF IMP 75,000.00 ADD'L: HEAT TYPE: VALUATION 2012 HEAT BASE: CODE EDITION: UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: 860 SHORELINE: OCCUPANCY: 1,510 SETBACK: GARAGE: BANK HEIGHT: CONST TYPE: DECK: CONST TYPE: SEWAGE DISPOSAL: 05783 WATER SYSTEM'. BEDS BATHROOMS: Exist: Exist: Prop: 1 Tota l:Total:T 0 Total: 1 Total: outing Date: Approved/Date Amount Paid By: Date: Receipt: Type $802.00 SRE 11/24/14 153910 Permit $521.30 SRE 11/24/14 153910 Plan Check $4.50 SRE 11/24114 153910 State Building Code Total: $1,327.80 11/2412014 \\tidemark\data\forms\F_BLD_APp_Bld.rpt , , • • �ti-6 ON coy DEPARTMENT OF COMMUNITY DEVELOPMENT w621 Sheridan Strcct,Port Tnwnecnd,\\.A 9ti36S ('cl 3617.3.9.445( I'ax: '6n3;9..4431 - /- ' q \\c b www.cU icttu:ct.wa u. !c�mttnunit>ticvch,pmcnk 7 I=-mail:clCCI(L ouf(cr.:un.v�a.u. 11' I _--.7 �SNING'c° PERMIT APPLICATION U Steps in the Permit Process: I„ ,IY■ FI f)2'1E,R -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel Number: 921042008 Site Address and/or Directions to Property: 60 Meade Road, Nordland, WA 98358 Access(name of street(s)) from which access will be gained: rssiMeade Road Present use of property: Residential Description of Work(include proposed uses): Z.- Build garage, wi tt shop and office space 1u+acbr t in traifC( She w 2 Ad F lcur hec I ecl 5pc e • • Wastewater-Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES _ _ NO If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit#: SEP08-1 08 Community Septic Name of System: Case#: Are other residences connected to the septic system? No Additions or repairs to sewage system: None Is it a complete or partial system installation: Complete ✓ Partial Has a reserve drainfield been designated? Yes _✓ No Date of Last Operations& Maintenance check: newly constructed in 2011 Attach last report to application Describe or attach any drainfield easements, covenants or notices on title,which may impact the property: • • The authorized agent/representative is the primary contact for all project-related questions and correstzpn.euc .,_ mail/e-mail requests and information about the application to the authorized agent/representative and.ivill co��v'((7c' tie .- noted below. The authorized agent/representative is responsible for communicating the information to all parties inx-•C:k Nr the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts !to ■- email((i.e. , County email is not blocked or sent to "funk mail"). Applicant/Property Owner Information ' , 4+ 2014 I ') Property Owner: ;! 1l Name: Gary & Cynthia Rowe �j-J r Address: PO Box 181, Nordland, WA 98358 Phone#: L360) 770-7766 E-mail Address: garconsult @gmail.com — — Please contact Authorized Agent/Representative with project info. (select only one). Property Owner Signature: Date: 10/13/14 Note: For projects with multiple owners,attach a separate sheet with each owner(s)information and signatures. Applicant: Authorized Agent/Representative(If other than owner) Name: Jerry Rowe ' Address: 260 Arden St., Port Hadlock, WA 98339 Phone#: (360) 385-3413 E-mail Address: jroweconstruction@gmail.com Professional: Is this an Authorized Agent/Representative for this project? (NO YES Engineer L- Architect Surveyor Contractor Consultant Name: /14ic�ieP G /Q.:.,tWvi-se-•-, Address: 3. Cve.--co,' &r. Phone#: E-mail Address: . ai Il77GiFi02(° Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: • Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Attach additional pages if necessary Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. /< Signature: / ,ry <v.�_ Print Name: ( pit a Date:10/13114 • • • ' " The s% uh h te,rt 2+ 22 . oo I • 1 heck }cxl a L, 33-7-1 S'r� • w¢SON C • ° DEPARTMENT OF COM , ' ' II �_� —1t oTITY DE VET ►.e L1 i W 621 Sheridan Sweet,Port Townsend,WA 93-563-21–. —� -' - 'C Tel:360.379 4430 ' Fax:36:379.44'51 ��,i Web: F1v�� co tetferson.taus/cammunitdet elopment �1�,v 2 4 3�4 t t .+ E-mud:dcd,cco.iefferson.wa,us !J SUPPLEMENTAL APPLICATION "i`ry �JP in,DEVELOPMENT SINGLE FAMILY RESIDENCE PERMIT OR DUPLE . • For Department Use Only • -�. Receipt#: -_ Date: Related Application #s: Payment#: Site Information Owner Name: 674,xy Assessor Tax Parcel#: 92-r04-2---c;'C;e, Type of Single Family Residence or Duplex - New X Replacement Relocated Addition Repair Demolition * *A separate permit is required • Select One: Modular Duplex . .. Single Family_Residence . Proposed Building/Project - - Number of floors Z # new bedrooms 0 existing total bed c> # new bathrooms / existing total bath j Heat Source - Select all that apply: Electric X Heating Oil Wood Propane Enter the square footage(sq/ft)that applies in each field: Structure Ft--- Proposed Sq/Ft Main Floor Second Floor Additional Floors- heated/unheated - Basement-unfinished Basement-finished space or habitable / Detached Garage- heated(nheatec —7(.00 — ( S(Z01) Aece." 7 )u I MI E Attached Garage-heated/unheated _ - f Garage 2nd fl - unfinshed storage Garage 2nd fl -finshed space or habitable �d krr,i-c-tl. • Carport-2 walls or less Deck- uncovered Covered porch - Other (shed, barn, pole bldg,etc.) `-' - Estimated Cost of Project (Required): _,$ C;5",vcw) - • • List existing buildings on property (� house, garage, accessory dwelling unit, shed, barn, mobile home,other): All Existing Buildings on Property Use Public Health Information Water Source Existing Proposed Attach Copies of: Private well 1) Well Logs(if no log report on file, a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 http://www.jeffersoncountypublichealth.org/pdf/Policy_97- 01_Rainwater_Collection.pdf Valid Water Right Generally applies to springs,attach copy.• Permit: Public Water: Name of Water Provider: PG-CD -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. • Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings.http://www.co.jefferson.wa.us/commissioners • 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 making any issued permit null and void. I further.agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: ./4x11-7 --- Print Name: Date: /'/24`//4- FOR OFFICE USE ONLY 1) Water Right Permit# 3)Individual Well 2)Public Water Supply WS ID# Meets Water Quality Standards? Yes No In Compliance Yes No WRIA 17 Subbasin • Totille.r1 on *NZ I _ SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets Does not Meet • C TTON lEDI M1x 411P° EXCAVATING,INC. Sand*Gravel*Crushed Rock*Septic Systems*Concrete *Landscape Products (360)385-0480 (360)385-0582 Toll Free 1-800-7325683 Fax(360) 379-6892 P.O.Box 179,121 Pomwell Road Port Hadlock,WA 98339 Office@cottonshold.com DATE: 11/18/2014 TO: Gary Rowe ADDRESS: PO Box 181 Nordland,WA 98358 To Whom It May Concern: Location: 60 Meade Rd, Nordland, WA 98358.PARCEL# 921-042-008. I have completed your septic inspections. Upon payment the report will be locked and filed with Jefferson County Health Department. Sincerely, Tim Johnson,Monitoring Specialist Shold Excavating Inc. • Shold Excavating Inc. 360-385-0480 PO Box 179 Port Hadlock, WA 98339 THIS REPORT HAS NOT YET BEEN LOCKED AND IS e-PROPERTY INFORMATION SUBJECT TO FURTHER EDITING. Gary Rowe Location:60 MEADE RD NORDLAND Tax ID:921042008 uut To: Gary Rowe P.O.box 181 Use: Nordland,WA 98358-0181 Owner.Gary Rowe ON ID:SOMO8-00108 F Id ON-SITE WASTEWATER TREATMENT SYSTEM INSPECTION REPORT FF°Id Here Hero Inspected:11H3/2014 - Inspection Type:ROUTINE - Correction Status:No corrections needed Company: Certification-Level 2 Work Performed By: Shold Excavating Inc. Timothy Johnson Timothy Johnson This report does not assure approvals by Jefferson County Public Health for ANY future building permits or development. COMMENTS&GENERAL INSPECTION NOTES No Deficiencies Noted GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Fully Inspected All Components accessible for maintenance,secure and in good condition: YES Surfacing effluent from any component(including mound seepage): NO Components appear to be watertight-no visual leaks: YES Improper encroachment(roads,buildings,etc.)onto component(s): NO .. _. Component settling problems observed: NO Abnormal ponding present for one or more of the disposal components: NO Subsurface components adequately covered _ YES Owner complance issues noted N/A Site maintenance required(e.g.Landscape maintenance)If yes,describe in comments: NO Occupant compliance problem(occupant not operating the system property). If YES,describe In notes: NO If deficiencies were identified on last inspection were they corrected before or during this inspection? NIA (If NO,describe in notes,NA=no deficiencies on last report): OSS Components,structures and appurtenances located per as-built/record drawing(If NO,describe YES in notes). If no as-built exists or changes made,state NO and provide record to Health Dept: Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES, NO describe in notes): The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. NO Is the SEP case in a finaledlcompleted status?(if NO explain in comments) - YES ONSITE SEWAGE SYSTEM INSPECTION DETAIL TANK'Septic Tank-2 Compartment This component was: Fully Inspected Component appears to be functioning as intended: YES Effluent level within operational Imits(if NO explain in comments): YES All required baffles in place(N/A=No baffles required): - YES Effluent Filter Cleaned(N/A=Not Present): YES Compartment 1 Scum accumulation(Inches,if other specify): 1- Effluentfilter/screen needed cleaning on snivel NO Compartment 1 Sludge accumulation(Inches,if other specify): 3 Compartment 2 Scum accumulation(Inches,if other specify): 0^ Compartment 2 Sludge accumulation(Inches,if other specify): t Pumping needed: NO This report indicates certain characteristics of the onstte sewage system at the time of Nsd.In no way IS the report a guarantee of opemtmn or future performance. ReportiD:408382 View inspection reports online at www.onlinerme.com Page 1 of 2 . ' Approximate Gallons to be pumped(if needed)b rtified Pumper; • 0 This component was: Poly Inspected Component appears to be functioning as intended: YES Compartment 1 Scum accumulation(Inches,if other specify): a" Pump vault screen needed cleaning on arrival NO Compartment 1 Sludge accumulation(Inches,if other specify): Pumping needed: 0' NO Pump Vault Filter cleaned(N/A=not present): NO Approximate Gallons to be pumped(if needed)by Certified Pumper: 0 This component was: Fully Inspected Panel functioning(including alarm): YES Pump 1:on minutes(override in parentheses-if present): -Proprietary- Pump 1:off hours(override in parentheses-If present): -Propnetary- Pump 1:gallons per dose(override In parentheses-if present): -Proprietary- Pump 1:ETM hours(override in parentheses-if present): 17:44:34 Pump 1:Cycle Count(override in parentheses-if present): 4188 This component was: Fully Inspected Component appears to be functioning as intended: YES Controls functioning: YES Dose setting different than original(If YES,detail in comments) NO Dose setting adjusted to meet as-built/rer ord drawing specifications(by the O&M Specialist) NO Tested galons per minute flow: 20 Manufacturer.Glendon BioFilter Technologies,Inc. Model:M-31 This component was: _ Fully Inspected Component appears to be functioning as intended: YES Equalized dosing: Slope integrity maintained: YES YES Sludge accumulation(Inches,if other specify): 0" Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper: 0 Effluent level within operational limits(if NO explain in comments): YES Manufacturer:Glendon BloFitter Technologies,Inc. Model:M41 This component was: Fully Inspected Component appears to be functioning as intended: YES Equalized dosing: Slope integrity maintained: YES YES Sludge accumulation(Inches,if other specify): 0. Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper: 0 Effluent level within operational limits(if NO explain in comments): YES nedia Filter:Biofilter,Manufacturer=Glendon BioFilter Technologies,Inc.-141-31 pod#3 Manufacturer:Glendon BioFilter Technologies,Inc. Model:M-31 This component was: _ Fully Inspected Component appears to be functioning as intended: YES Equalized dosing: Slope integrity maintained: YES YES Sludge accumulation(Inches,if other specify): 0" Pumping needed: No Approximate Gallons to be pumped(if needed)by Certified Pumper: 0 Effluent level within operational limits(if NO explain in comments): YES Manufacturer:Glendon BloFilter Technologies,Inc Model:M-31 This component was: Fully Inspected Component appears to be functioning as intended: YES Equalized dosing: Slope integrity maintained: YES YES Sludge accumulation(Inches,if other specify): a Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper: 0 Effluent level within operational limits(if NO explain in comments): YES This report indicates certain characteristics of the ensile sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. Reportlo:408382 View inspection reports online at www.onlinerrne.com Page 2 of 2 o o litUILDING PERMIT APPLICASN BLD14-00442 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00442 Received Date: 11/24/2014 SITE ADDRESS: 60 MEADE RD NORDLAND, 98358 OWNER: GARY A ROWE PHONE: 360-770-7766 CYNTHIA S ROWE PO BOX 181 NORDLAND WA 98358-0181 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 921042008 Section: 4 Township: 29 N Range: 1E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' NEW GARAGE, WITH SHOP & UPSTAIRS OFFICE SEP08-00108 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 75,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: 2 CONST TYPE: OTHER: 860 SHORELINE: CONST TYPE: GARAGE: 1,510 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: Prop: 0 Prop: 1 Total: Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $802.00 SRE 11/24/14 153910 Plan Check $521.30 SRE 11/24/14 153910 State Building Code $4.50 SRE 11/24/14 153910 Total: $1,327.80 \\tidemark\data\forms\F_B LD_AppB Id.rpt 11/24/2014 • • �o � C'0 C., DEPARTMENT OF COMMUNITY DEVELOPMENT 2- 621 Sheridan Street.Porn 1 nwn;end,\\.1 98368 _ Td 360.3-9.44 45O Ras: >6U.3-9.-1451 r Web:trvr'c.e�neir-c ,,,1".1US/eonxnunitydcvdopmcn' 2 ! �� 1� � _� 1:-mail:do.LaGcn icttcrson.wa.ns — �� I S NC . P■n,, 2 4 ` '° ' PERMIT APPLICATION J/ :.� Tr Steps in the Permit Process: v DE0F1.0PMENT -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel N umber: 921042008 Site Address and/or Directions to Property: 60 Meade Road, Nordland, WA 98358 Access(name of street(s)) from which access will be gained: r Ni Meade Road Present use of property: Residential Description of Work(include proposed uses): 7' Build garage, w shop_and office space �co,ac i to lr0,-1Hcl Sht p a Intl (CO., h eci 4." 1 3pc.c p S Wastewater-Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES — — NO If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: _1 — Septic Septic Permit#: SEP08-108 Community Septic Name of System: Case#: I Are other residences connected to the septic system? No Additions or repairs to sewage system: None Is it a complete or partial system installation: Complete _✓ _ Partial Has a reserve drainfield been designated? Yes No Date of Last Operations& Maintenance check: newly constructed in 2011 Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: • • The authorized agent/representative is the primary contact for all project-related questions and correa P 1 q ppwill c mail/e-mail requests and information about the application to the authorized agent/representau e and iVi cd', el 2-e noted below. The authorized agent/representative is responsible for communicating the information to all partiesin� t the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts Cogn:' email(i.e., County email is not blocked or sent to "junk mail"). Applicant/Property Owner Information Property Owner: Name: Gary & Cynthia Rowe Address: PO Box 181, Nordland, WA 98358 ;7 Phone#: 060) 770-7766 E-mail Address: garconsult @gmail.com — — Please contact Authorized Agent/Representative with project info. (select only one). Property Owner Signature: Date: 10/13/14 Note: For projects with multiple owners,attach a separate sheet with each owner(s)information and signatures. Applicant: Authorized Agent/Representative(it other than owner) Name: Jerry Rowe Address: 260 Arden St., Port Hadlock, WA 98339 Phone#: (360) 385-3413 E-mail Address: jroweconstructionAgmail.com Professional: Is this an Authorized Agent/Representative for this project? (NO J YES Engineer ✓ Architect Surveyor Contractor Consultant Name: Address: G v z Ark �n Phone#: E-mail Address: �Ln-fi644yv 2� Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: • Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Attach additional pages if necessary Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: /4..7 ,,__ Print Name: Giery\RR'we Date:10/13/14 • 0• -:cc4) ON c°G\ DEPARTMENT OF COM VITY DEVELOPM 1 fl �/J I W 621 Sheridan Street,Pon Townsend,�t t19g3bS°. --1 I I ■-C Tel:36.379.4430 I Fax:36:.379.4451 Web:www.co.ieffenon va.uslconnnunitudevelopmen; 4 n1+ i 4. ,.. E-mail:dcd(t4co.iefterson.wa.us u `9S,r N Ci`t0 _1_.— SUPPLEMENTAL APPLICATION ' 1\■i SINGLE FAMILY RESIDENCE PERMIT ORDUPI r ,,,'���17r�r���oPr��EI,T For Department Use Only Y _-- -L1-- Receipt# _ _ _-=.7 Date: _ • Related Application#s: Payment#: Site Information " Owner Name: 4):2-;' T.Z,/ Assessor Tax Parcel#: 92 'o Type of Single Family Residence or Duplex New X Replacement Relocated Addition Repair Demolition * *A separate permit is required Select One: Modular Duplex -.. . Single Family_Residence Proposed Building/Project Number of floors Z # new bedrooms 0 existing . total bed # new bathrooms / existing total bath i Heat Source Select all that apply: Electric )C Heating Oil Wood Propane Enter the square footage(sq/ft) that applies in each field: Structure R ' Proposed Sq/Ft Main Floor - Second Floor Additional Floors- heated/unheated Basement-unfinished Basement-finished space or habitab e t Detached Garage heated unheated . 2r��j - �Shc�r� /1eC4i 75(� 1510 Attached Garage- heated/unheated J� . -_ Garage 2nd fl - unfinshed storage Garage 2nd fl -finshed space or habitable 8 60 C kr'r's}ct{.) _ • Carport-2 walls or less Deck- uncovered Covered porch _ • ,_ Other(shed, barn, pole bldg,etc.) - - - Estimated Cost of Project (Required): $ ";vvv� • • • h Theo o S We■ k ( tx) ri 5v ovx6itcl heck \-ert L7 , (-, z C -s-' • • List existing buildings on property (i.e. house, garage, accessory dwelling unit, shed, barn, mobile home, other): All Existing Buildings on Property Use G0413/a/ - SOOS� i °Sir c�E .f-f&C) — //Z tF Public Health Information Water Source Existing Proposed Attach Copies of: Private well 1) Well Logs (if no log report on file, a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 http://www.jeffersoncountypublichealth.org/pdf/Policy_97- 01_Ra inwater_Co l lection.pdf Valid Water Right Permit: Generally applies to springs,attach copy. Public Water: X Name of Water Provider: -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings.http://www.co.jefferson.wa.us/commissioners 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 making any issued permit null and void. I further.agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: . 4a 2� Print Name: '/ /�c5,,. Date: 1'24`/i4- FOR OFFICE USE ONLY 1) Water Right Permit# 3)Individual Well 2)Public Water Supply WS IOU Meets Water Quality Standards? Yes No� In 13u31. 1 - t52-Compliance Yes No _ WRIA 17 Subbasin i SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets . Does not Meet • • • SR 116 FLAGLER ROAD 279'-1 9/16" / NO°44' 30"E I ill ...>%,:\ 4/1VP__./.4 /1( . '% . 8, „tlf %.;„ -8,,, 401 0 Vf/t■ 47/4 > 0 '° ° 0 • D ),,,__,. D ..s'kl?i m r m D 0 z � N m -0o N r zn -_ 0 0 it > CO D r N 83' co O , - '- N) GE.. . t v' VU / / 1�m�K m ° CO aa4J ■ a\.0.1.1'/ N m 0 01 (72 ��5�a;�5' •c_ •,..„." I m t �o .1�, / ``l^\� ° cfl• F 8. N CO o /13 / 1 4% �~ 46' m ° 1 v w A i:CSE+C✓c I tr oN ,od°N�1x� 1 5 vd r' I 1 ' it - • .00'3°2% \ I u t'a P )( k I -0 m T I co N ON F ,y 77 D C W p m I r ?6 v 'al' N —m 0 jam a $.c?G m�1 r r 1111 o a D 1 0qi` m _/ 173' �slc D �I � o f s i.6../ I W 5 �'? EXISTING II cn d 14' _°x DRIVEWAY L- J =�y m 3219'-5 3/1 " - - -F Tom" -) .5'1 SO° 44' 30"W m 01 0).m s 0 vp o) m Or 0 mD ii nn ,` Z 0 r D i`, — ( ��1 Designed by: SHEET Gary&Cynthia Rowe 60 Mea Nordland,WA 9 8358 Marrowstone Island PLOT PLAN 9 (360)770-7766 August 27,2014 Garage/Shop ! 9 • 0 38' " 16'-3" - 3' 6 3 6 3' - 3' 8'-3" I A 1 I I I A I I f —I + I I cu N .i I I ! I 7., O3 0).8.r co I I i o a p N I I I I - 3 I II I i_ r_, A I' J1 I I I I I I V " C.) N Zr 13'-6" , - 1 H y N I I W i Co ' Ili ip,t >st___.:. -1 � a .,,. A r w / g A rn r 3)02 joists s II O < > ' r I I I I i I I 02 I 1 N 3 x J {) r Ii N o Q N I I J (D r�D L 3 A r— 1 1 N I 1 I CO I N 1 aN a I y L i, 1�� N I r J -ti . _ - - _ J r V V ii I a I } Rg it 2'-10" 8'-2" I 19' -s ri--8' .4 I r--- 30' s I I I I L — — —. — J SHEET Designed by: Gary&Cynthia Rowe fO Meade d,WA9 Marrowstone Island FIRST FLOOR 2 Nbrdlan WA 98358 (360)770-7766 August 27,2014 Garage/Shop 9 t 38' r • �.� 33' 17' 9 3/4" 5 15'-2" ,.F-4'4'-7'1" 3 1 1 '3 T 6-9" r a I - L n u e 6 1 � �? l 1 D v o j a co O —o • A Q N co O_ — J I / ' I _'__ 1t i I ' I t 62 W co W D 2'---1 1 I ! N O o I I A r I I. I k 4.cr) II� I I V 2 I 1 I � N / I I I I I II I 4. I 1 c A I j I N I I N CO I w, N I 1 CO I + T5 1 A 'I O II I I 11 I — I cn 1 w I I I I A I I � I N I1 D co Q 7 A p I I (D co - � m 6' 1I 5o �- 4' � 1 1 � � 1 1 I I co 1 I 11 y A I I CO F co 1 1 0 E I 1 �� II -n 1 I ri II I I II C II L 1 1 _ Y Y- 1 L _,_j Y Y L 6' 9" -- 3' 6 — 3' 6'-9"L 8' 1 1/4" 5' 20' 5' 38'-1 1/4" ' SHEET 'signed by: try&Cynthia Rowe Meade >rdlan WA 9d,WA9 8358 Marrowstone Island SECOND FLOOR 60)770-7766 3 Igust27,2Ot4 Garage/Shop 9 • • <t,vSO C0 OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,\\'.-1 93368 W Tel:360379.4430 Fax:360.379.4451 Wet):w‘vw.co.lefferson.wa.us/cotrimunirydevelopment E-mail:dcd(co.iefferson.wa.us /sit!NG. C) STORMWATER CALCULATION WORKSHEET MLA# PROJECT/APPLICANT NAME: 7.474.4)=W: DETERMINING STORM WATER 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 7.2:5.- acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 99,G=L'> 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'/.acres or more of Construction site for structures /75-C, sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes CNi, Well, utilities, etc. sq/ft Does the project convert 2 V2 acres or more of native vegetation to pasture? Driveway, parking, roads,etc. 1G4.1 sq/ft Circle: Yes �No Lawn, landscaping, etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance / :SC` sq/ft Cut Fill 5c (cu/yd) 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. tlnrrnwafnr ralr wnhehnnf—RF1/ 1lf7nf9fllA • • STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) /1:-) sq/ft Structures(all roof area) sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios 4 z) sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc �Gr� sq/ft Driveway,parking, roads,etc /0(.1)0 sq/ft Other sq/ft Other sq/ft Total New /95U sglft Total Existing 24-00 sq/ft TOTAL NEW+TOTAL EXISTING` 44-3_`;".0 sglft `This amount will be used 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: 2,4/ Does the site have 35%or more of existing impervious surface? Circle: Yes C N 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 Storm water 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. ///24//i/ (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY. SMALL MEDIUM LARGE REDEVELOPMENT Storm water Site Plan: Yes_ No slormwater calc worksheet-REV.10/20/2014 l • Sally Ellis lC1hr\-t/ ( S R.\r-y-x_ From: GARY ROWE <garconsult @gmail.com> Sent: Wednesday, December 10, 2014 10:39 PM To: Sally Ellis Cc: S_u ap�srt Subject: BLD14-00442'' Attachments: Marrowstone Plot Plan (12-10-14)-Layout.pdf; Rowe, 921042008, Septic System Record Drawings .pdf; ATT00001.txt Hi Sally, I received a letter from Jefferson County Public Health on December 8 outlining additional information needed to review my proposed building project. As requested, I have revised the plot plan showing the locations of existing and proposed sewer and water lines. I have moved the planned location of the water line for the garage/shop towards the easterly boundary so that there will be no potential interference with the locations of the sewer lines. I have moved the planned location of the new gravity sewer line showing that it will connect to existing sewer lines installed under permit SEP08-108. The location of the existing stub out is shown on the as-built drawings prepared by the system designer. I've attached a copy for your reference. I believe the above will answer their questions. What's not clear to me what is the need to "submit a modification permit JCPH" in item 2 of the letter. In my permit review it was never said that I would have to submit a "modification permit". Is this a separate permit required by Jefferson County? Is there an additional fee? 12zott 1 Map Output I Page 1 of 1 ArcIMS HTML Viewer Map .,42'..:41C48 is: 42• 9.Z' .03C E'Ch'0l 42• C 92"Ctl2�Y' 'C Y029 92'i:tl2C•'S 92•LM205' 92•!)42046 Meade Rd Legend 92•"•``' 92'ui 722 0 Selected Features ... JC Roads Parcels-H 92 _lzc_e 4YC-1173! 92' 9YCY.i?:r '!2'x..••1[i lj(j 94•!..12:'6 u2•C5•: 44X*A", 9L"C••U r 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. Mon Dec 15 10:01:09 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/15/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map i 1, li - I .. 92 12c4 it --__.j {t (. i\ 921051018 _ fl , - I.. 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Mon Dec 15 09:13:52 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/15/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma 4 921051028 92 ]S'!::10 _ r 2 04 aa 91(428 1,e '1051025 .921651919. . 0 x` .. 1 r * #1 . A. - d 921051023 _.'. ...-. 921042015: `.... 921042051 s ',2 ,I,.,„1„. 921051026. Le ge ezd 921051021 �yj;.l.%3 " Selected Features +. .. ++ll ,. r JC_Roads i-r ,' Parcels-H `� 2013 Aerial Photos '1042008 r Gr4i_l taroi hi ., i iliiiiii .-1 114y vo.+tled by.:eMVam Carey Cairo{Sere,•- .J '. "T FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. 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Mon Dec 15 99:35:04 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C lientV ersion=... 12/15/2014 1 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 92'ti:429•la ��._•� .t8 92'05'030 92'054020 92'C4 P7G 92'05"r25 924 05'0'9-'.. 92'C5'G23 92'0120"ti L, y,( 92•C42C6' 92'042,A8 92'C•5"e225 �...�.•Y Meade Rd _e Legend o2' �.,; .-(,2 :••� Selected Features _� 05 2 JC Roads Parcels-H - Shoreline Slope Stability 92';417'±Yi 92'042J31 92'042015 [] & le yr-s 001 on.nnw.x• ■ Unsa>le . Unstable Recant Landslde Jns ole OS Lanosea. 92• waae■ c2'042Ct+9 yY.}72G'8 92'.040`-7 19711 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. Mon Dec 15 09:15:14 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 12/15/2014 I Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma• _._ ... ....92504248 ._. 92-05•02e 921051020 $$� r ', 8 92 0920.0 92`042011 �. 92'055025. 923051019 ' 1, ' /t.!'.i Eal ....4 92s0510 23 92 04 y Std 92012053 92'042046 9'2'05'026 °' ..,..,. .-- �• Legend 92•CU°02 92-C6 022 '°' t 4 Selected Features ._._ _._.._..._. JC_Roads Parcels-H Critical Aquifer Recharge 1 92s0420C4 . Areas .92.042037. -92'042438 921055007 1 ❑ SUSC■IINK ■ SARPA•SUSC El SUSC MI SARPA 92/042036 0 SAR.PA•UNK ! 92'042099: ___.-. acED 92'051035 ,.,_. ..._.. __._ P , t 1 : 921013017' iRlll111iP!!!!.RI.ri!�1!ll.!l!lT.11Ill ■ I FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. 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Mon Dec 15 09:14:25 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/15/2014 road Page 1 of 1 • • ADDRESS INFORMATION FOR 60 MEADE RD ROAD NUMBER:C589609 ROAD NAME:MEADE RD ADDRESS:60 APT: REAL MILE POST'.06R APPLICANT:JERRY ROWE ADDRESS CREATION DATE:10/17/07 PARCEL:921042008 LEGAL:MINNIHAN SHORT PLAT LOT 1 GRID:F-4-A FIRE DIST:1 ZIP:98358 POSTAL DISTRICT:NORDLAND PLANNING AREA:3 VOTING DIST: CEMETERY DIST: HOSPITAL DIST: SCHOOL DIST:49 WATER DIST: SITE LONGITUDE:122.69067 SITE LATITUDE:48.03593 SITE COORDINATE TYPE:PARCEL CENTER-MANUAL ACCESS LONGITUDE:0 ACCESS LATITUDE:0 MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/Address/RoadAddressDetail.asp?ROAD_NUMBER=C589609&ADDRES... 12/15/2014 y11. VV..--1. r2 ,•••••• • • miNNIHAN1 s SHORT PLAT SECTION 4, TOWNSHIP 29 NORTH, RANGE I EAST, W.M. JEFFERSON CO, WASH. 0 ROATS ENGINEERING o PD,,L.SBO - 0...., Si 1:9 kV '011 - MEADE 20." --- 'to- --- . ------ .... N3 1 '`, .4 1 L. -- 33.0Ai''.' ._ se /• :. 390.00' 0 1 -••-- 58-9.3-i5 ff 3.-0-.e--_-3-3,-_9,-.-6-m,_.-.u..‘ . t0 .- 0, , 0 0 0 (0. in In g Z•, 111 1 I 2 3 ell i 1 u1 4. I 0 w 0 Jo w' 12'n 6 g 60 :,' 0 4 0 0 z d . 0 '0 b R b 6• 4 c% 0 d b: Z 2 (1) Z • • It, ZI ati<- 2G1.37'0.74ocE,'•911,4:5` -%.-1-...-- 350 00 it.•:.,:-.°.'s '-- 55R,tac, -:"... A-- 9913.77. 1 / -.■ --.._ RI ---.42-*;..„, --_ i N85"00'51"Ne --- -1 I I I -- 13113 77' 81 . I , 7' ae.:N1 %1.- LEGEND: 1 1 S a 1 8 . 9E7 OCT.1977 (1.9 8.L ) • = Wel P 8 3.X 3"LOT s-r aka TR4A51.111.81.5 0101F1C■7£ ill (SET 40.1G 77,1975) ...i..;:l -: . !eiir...1` . :/-ri ra ....IA:Aid TAX.E.._.• up TIE.11,11,1•1'111,:,11.1!1::..,V.1.1..k,17 .9,1.1,I.L° 14.!:., 1 1. A..) II 1..;.,1,1!..: :ifl mu 1975 1 ' :lit, seis. • kkiiimi,r4,,....., :b n■ , 5.4. ,■I'li,■%AU, ..,. i... 1' v:124-r,:..:Lk.!r..,Tar ihi,;.. •ii.....: ACT i,:rw_. 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K PAY. . s ° 8 g t I 16110 250.00 200.00 200.0 2x.00 f T 133.84 I&64 221.18 L. L e m S P b O A O O° gym ° G• i 2 1. °:'$N v 9m —Ew� L 'KN mL m F W4811 a g m pg m O4I P�a$ V c Rw m° f yO s P- °U. EZ :�9 ° s R g q H Xv • K ° ° ° nOq S N o I 0/ Oh "I E "pl ' I m O oytt lam m i WIU PO fI]J �OOIt, A /y 1$wg-a ° A 9 m o ° co H da, o ' °°T Z e':'°°,°:«RK 1«1I �MeC T v :a ES 8 ° 'as _E yy(,o� - P Su F G PY 09 p9 9� k_ Y OL,rw«°ia Om ml > .+ a S K ° �pH 4+‘ a°1 X8 4 • C w ° = 0, p- x ° ° .5;',5„, 00..-I J XN nm - y 'S v5 -. Ge °w m 0 N° Y Pt �' N'1^rmrn yip' wt. P�� IY 5 �3 ie§ '>.2 o N m i '1 S a 31-41 CO 7 Pi uP m 0 LOT,e E At °4 TQ 41E 45(11 T R0.)LOT T (LESS PTH TM 113) - 3�Im �` (NE 1/4 4-29N-1E) al N 1 bE"" 0 0 (n Z C) -1 n o --la,I da - i' jj e p O .. 0 21 9 m ts—n o •/ G Nw,AC ° N 11 >]ir "IIMMWMgm■ 'a S L t >r' Om Standard Conditions for ResidentSDevelopment 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 Z013-03-075FR_StdConditions 3/7/2013 1 Fisheries Service can levy pees. Portions of Jefferson County, inclulg 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. 2013-09-06_S1R_StdConditions 9/6/2013 2 • • 7131/03 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2_ Water collected from storm water and roof catchments may be used for watering lawns and gardens. Unless catchments water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets,faucets and shower restrictors and other water saving plumbing fixtures. 5. Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently_ 9. Weed control is an important part of water conservation. 10.For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. it Limit the amount of irrigated lawn. 12.Mulch your garden as well as isolated plants,trees and shrubs. 13. Use shade and windbreaks to assist in water conservation. 14.Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17. Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones (SIPZ). 18_Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots)for outdoor water use should not be used in SIPZ. [end] PLEASE NOTE:THIS LIST IS A WORK IN PROGRESSAND MAY HAVE ADDITIONS I DELETIONS MADE AT NY TIME. USE CURRENT LIST.E ADDITIONS 1 • • BMP T5.30: Full Dispersion Purpose and This BMP allows for "fully dispersing" runoff from impervious surfaces Definition and cleared areas of development sites that protect at least 65% of the site (or a threshold discharge area on the site)in a forest or native condition. Applications and • Rural single family residential developments should use these Limitations for dispersion BMPs wherever possible to minimize effective impervious Residential surface to less than 10%of the development site. Projects • Other types of development that retain 65%of the site (or a threshold discharge area on the site)in a forested or native condition may also use these BMPs to avoid triggering the flow control facility requirement. • The preserved area may be a previously cleared area that has been replanted in accordance with native vegetation landscape specifications described within this BMP. • The preserved area should be situated to minimize the clearing of existing forest cover,to maximize the preservation of wetlands (though the wetland area and any streams and lakes do not count toward the 65%forest or native condition area),and to buffer stream corridors. • The preserved area should be placed in a separate tract or protected through recorded easements for individual lots. • The preserved area should be shown on all property maps and should be clearly marked during clearing and construction on the site. • All trees within the preserved area at the time of permit application shall be retained,aside from approved timber harvest activities regulated under WAC Title 222, except for Class IV General Forest Practices that are conversions from timberland to other uses, and the removal of dangerous or diseased trees. • The preserved area may be used for passive recreation and related facilities, including pedestrian and bicycle trails,nature viewing areas, fishing and camping areas, and other similar activities that do not require permanent structures,provided that cleared areas and areas of compacted soil associated with these areas and facilities do not exceed eight percent of the preserved area. • The preserved area may contain utilities and utility easements,but not septic systems. Utilities are defined as potable and wastewater underground piping,underground wiring,and power and telephone poles. Volume V—Runoff Treatment BMPs—August 2012 5-30 a I • • • The flowpaths for adjacent dispersion devices must be sufficiently spaced to prevent overlap of flows in the flowpath areas. For sites with on-site sewage disposal systems,the discharge of runoff from dispersion devices must be located downslope of the primary and reserve drainfield areas. This requirement may be waived by the permitting jurisdiction if site topography clearly prevents discharged flows from intersecting the drainfield. Dispersion devices are not allowed in critical area buffers or on slopes steeper than 20%.Dispersion devices proposed on slopes steeper than 15%or within 50 feet of a geologically hazardous area(RCW 36.70A.030(5)must be approved by a geotechnical engineer or engineering geologist. The dispersion of runoff must not create flooding or erosion impacts. • Roof Downspouts Roof surfaces that comply with the Downspout Full Infiltration BMP T5.10A,are considered to be "fully infiltrated" (i.e.,zero percent effective imperviousness). All other roof surfaces are considered to be "fully dispersed" (i.e.,at or approaching zero percent effective imperviousness)only if they are within a threshold discharge area that is or will be more than 65%forested (or native vegetative cover)and less than 10%impervious (total), AND if they either: 1)comply with the Downspout Dispersion requirements of BMP T5.10B,but with vegetated flow paths of 100 feet or more through the native vegetation preserved area; or 2)disperse the roof runoff along with the road runoff in accordance with the roadway dispersion BMP section below. • Driveway Dispersion Driveway surfaces are considered to be "fully dispersed" if they are within a threshold discharge area that is or will be more than 65% forested (or native vegetative cover) and less than 10% impervious (total),AND if they either: 1) comply with BMP 5.11 for concentrated flow and BMP T5.12 for sheet flow-and have flow paths of 100 feet or more through native vegetation; or,2) disperse driveway runoff along with the road runoff in accordance with the roadway dispersion BMP section below. • Roadway Dispersion BMPs Roadway surfaces are considered to be "fully dispersed" if they are within a threshold discharge area that is or will be more than 65% forested (or native vegetative cover)and less than 10%impervious (total), AND if they comply with the following dispersion requirements: Volume V—Runoff Treatment BMPs—August 2012 5-32 • • dispersion of roadway runoff may not be allowed, or other measures may be required. • Cleared Area Dispersion BMPs The runoff from cleared areas that are comprised of bare soil,non- native landscaping, lawn, and/or pasture of up to 25 feet in flow path length can be considered to be "fully dispersed" if it is dispersed through at least 25 feet of native vegetation in accordance with the following criteria: 1. The topography of the non-native pervious surface must be such that runoff will not concentrate prior to discharge to the dispersal area. 2. Slopes within the dispersal area should be no steeper than 15%. If the width of the non-native pervious surface is greater than 25 feet, the vegetated flowpath segment must be extended 1 foot for every 3 feet of width beyond 25 feet up to a maximum width of 250 feet. Minimum Design Requirements for Public Road Projects Applicability: These criteria apply to the construction of public roads not within the context of residential,commercial, or industrial site development. They will likely only be implementable on roads outside of the urban growth management areas where roadside areas are not planned for urban density development. 1) Uncollected or natural dispersion into adjacent vegetated areas (i.e., sheet flow into the dispersion area) Full dispersion credit (i.e. no other treatment or flow control required) for sites that meet the following criteria: a) Outwash soils(Type A—sands and sandy gravels,possibly some Type B—loamy sands)that have an initial saturated hydraulic conductivity rate of 4 inches per hour or greater. The saturated hydraulic conductivity must be based on a Pilot Infiltration Test or the Soil Grain Size Analysis method as identified in Section 3 of Volume III,or another method as allowed by the local government. • 20 feet of impervious flow path needs 10 feet of dispersion area width. • Each additional foot of impervious flow path needs 0.25 feet of dispersion area width. b) Other soils: (Types C and D and some Type B not meeting the criterion in 1 a above) • Dispersion area must have 6.5 feet of width for every 1 foot width of impervious area draining to it. A minimum distance of 100 feet is necessary. Volume V—Runoff Treatment BMPs—August 2012 5-34 • • • Channelized flow must be re-dispersed to produce longest possible flow path. • Flows must be evenly dispersed across the dispersion area. • Flows must be dispersed using rock pads and dispersion techniques as specified under Roadway Dispersion BMPs. • Approved energy dissipation techniques may be used. • Limited to on-site (associated with the road)flows. • Length of dispersion area should be equivalent to length of the road. • Average longitudinal and lateral slopes of the dispersion area should be <8%. • The slope of any flowpath segment must be no steeper than 15%for any 20-foot reach of the flowpath segment. 3) Engineered dispersion of stormwater runoff into an area with engineered soils Full dispersion credit (i.e.,no other treatment or flow control required) is given to projects that meet the following criteria: • Stormwater can be dispersed via sheet flow or via collection and re-dispersion in accordance with the techniques specified under Roadway Dispersion BMPs. • Depth to the average annual maximum ground water elevation should be at least three feet. • Type C and D soils must be compost-amended following guidelines in BMP T5.13. The guidance document Guidelines and Resources for Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington can be used, or an approved equivalent soil quality and depth specification approved by the Department of Ecology. The guidance document is available at http://www.soilsforsalmon.org. o Dispersion area must meet the 65 to 10 ratio for full dispersion credit. • Type A and B soils that meet or exceed the 4 inches per hour initial saturated hydraulic conductivity rate minimum must be compost amended in accordance with guidelines in BMP T5.13. Compost must be tilled into the soil in accordance with the guidance document cited above. o 20 feet of impervious flow path needs 10 feet of dispersion area width. o Each additional foot of impervious flow path needs 0.25 feet of dispersion area width. Volume V—Runoff Treatment BMPs—August 2012 5-36 • • a) Trees: a minimum of two species of trees must be planted, one of which is a conifer. Conifer and other tree species must cover the entire landscape area at a spacing recommended by a professional landscaper or in accordance with local requirements. b) Shrubs: a minimum of two species of shrubs should be planted. Space plants to cover the entire landscape area, excluding points. where trees are planted. c) Groundcover: a minimum of two species of ground cover should be planted. Space plants so as to cover the entire landscape area, excluding points where trees or shrubs are planted. Note:for landscape areas larger than 10,000 square feet,planting a greater variety of species than the minimum suggested above is strongly encouraged. For example, an acre could easily accommodate three tree species, three species of shrubs, and two or three species of groundcover. 5. At least 4 inches of hog fuel or other suitable mulch must be placed between plants as mulch for weed control. It is also possible to mulch the entire area before planting; however, an 18-inch diameter circle must be cleared for each plant when it is planted in the underlying amended soil.Note:plants and their root systems that come in contact with hog fuel or raw bark have a poor chance of survival. 6. Plantings must be watered consistently once per week during the dry season for the first two years. 7. The plantings must be well established on at least 90%of the converted area. A minimum of 90% plant survival is required after 3 years. Conversion of an area that was under cultivation to native vegetation landscape requires a different treatment. Elimination of cultivated plants, grasses and weeds is required before planting and will be required on an on-going basis until native plants are well-established. The soil should be tilled to a depth of 18 inches. A minimum of 8 inches of soil having an organic content of 6 to 12 percent is required, or a four inch layer of compost may be placed on the surface before planting, or 4 inches of clean wood chips may be tilled into the soil, as recommended by a landscape architect or forester. After soil preparation is complete, continue with steps 4 through 7 above. Placing 4 inches of compost on the surface may be substituted for the hog fuel or mulch. For large areas where frequent watering is not practical, bare-root stock may be substituted at a variable spacing from 10 to 12 feet o.c. (with an average of 360 trees per acre) to allow for natural groupings and 4 to 6 feet o.c. for shrubs. Allowable bare- root stock types are 1-1, 2-1, P-1 and P-2. Live stakes at 4 feet o.c. may be substituted for willow and red-osier dogwood in wet areas. Runoff Model Areas that are fully dispersed do not use the WWHM or other approved Representation continuous runoff models. Volume V—Runoff Treatment BMPs—August 2012 5-38 • • 2.5 Minimum Requirements This section describes the minimum requirements for stormwater management at development and redevelopment sites. Section 2.4 should be consulted to determine which requirements apply to any given project. Figures 2.4.1 and 2.4.2 should be consulted to determine whether the minimum requirements apply to new surfaces,replaced surfaces, or new and replaced surfaces.Volumes II through V of this manual present Best Management Practices ($MPs) for use in meeting the Minimurn Requirements. Throughout this chapter,requirements are written in bold and supplemental guidelines that serve as advice and other materials are not in bold. 2.5.1 Minimum Requirement#1: Preparation of Stormwater Site Plans All projects meeting the thresholds in Section 2.4 shall prepare a Stormwater Site Plan for local government review.Stormwater Site Plans shall use site-appropriate development principles, as required and encouraged by local development codes,to retain native vegetation and minimize impervious surfaces to the extent feasible. Stormwater Site Plans shall be prepared in accordance with Chapter 3 of this volume. Objective The 2,000 square feet threshold for hard surfaces and 7,000 square foot threshold for land disturbance are chosen to capture most single family home construction and their equivalent Note that the scope of the stormwater site plan only covers compliance with Minimum Requirements #2 through#5 if the thresholds of 5,000 square feet of hard surface or conversion of'/ acre of vegetation to lawn or landscape, or conversion of 2.5 acres of vegetation to pasture are not exceeded. Supplemental guidelines Projects proposed by departments and agencies within the local government with jurisdiction must comply with this requirement. The local government shall determine the process for ensuring proper project review,inspection, and compliance by its own departments and agencies. Volume I—Mininmum Technical Requirements—August 2012 2-16 • • 2.5.2 Minimum Requirement #2: Construction Storrnwater Pollution Prevention (SWPP) Thresholds All new development and redevelopment projects are responsible for preventing erosion and discharge of sediment and other pollutants into receiving waters. Projects which result in 2,000 square feet or more of new plus replaced hard surface area, or which disturb 7,000 square feet or more of land must prepare a Construction SWPP Plan (SWPPP) as part of the Stormwater Site Plan (see Section 2.5.1). Projects that result in less than 2,000 square feet of new plus replaced hard surface area, or disturb less than 7,000 square feet of land are not required to prepare a Construction SWPPP, but must consider all of the 13 Elements of Construction Stormwater Pollution Prevention and develop controls for all elements that pertain to the project site. General Requirements The SWPPP shall include a narrative and drawings.All BMPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project. Each of the 13 elements must be considered and included in the Construction SWPPP unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the narrative of the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted pursuant to an approved site development plan (e.g., subdivision approval) that establishes permitted areas of clearing, grading, cutting, and filling.These permitted clearing and grading areas and any other areas required to preserve critical or sensitive areas,buffers,native growth protection easements, or tree retention areas shall be delineated on the site plans and the development site. The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. Sediment and Erosion control BMPs shall be consistent with the BMPs contained in chapters 3 and 4 of Volume II. Seasonal Work Limitations -From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope,soil type and proximity to receiving waters. Volume I—Minimum Technical Requirements—August 2012 2-17 I 2. Limitations on activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs. 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil. 3. Activities where there is one hundred percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Project Requirements - Construction SWPPP Elements Element 1: Preserve Vegetation/Mark Clearing Limits . Before beginning land disturbing activities,including clearing and grading,clearly mark all clearing limits,sensitive areas and their buffers, and trees that are to be preserved within the construction area. . Retain the duff layer,native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. Element 2: Establish Construction Access . Limit construction vehicle access and exit to one route,if possible. . Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs,to minimize tracking of sediment onto public roads. . Locate wheel wash or tire baths on site,if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. . If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (for example, during wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. . Conduct street washing only after sediment is removed in accordance with the above bullet. Volume 1—Minimum Technical Requirements—August 2012 2-18 • Control street wash wastewater by pumping back on-site, or otherwise prevent it from discharging into systems tributary to waters of the State. Element 3: Control Flow Rates • Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. . Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading. Assure that detention facilities function properly before constructing site improvements (e.g.impervious surfaces). . If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. Element 4: Install Sediment Controls . Design,install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. . Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. . Minimize sediment discharges from the site. The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. . Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility.Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet 41. . Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. . Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Volume I—Ailinanum Technical Requirements—August 2012 2-19 • • Element 5: Stabilize Soils • Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding,mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. • Control stormwater volume and velocity within the site to minimize soil erosion. • Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. • Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion: • During the dry season (May 1 -Sept. 30): 7 days • During the wet season (October 1 -April 30): 2 days • Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. • Stabilize soil stockpiles from erosion,protected with sediment trapping measures, and where possible,be located away from storm drain inlets,waterways and drainage channels. • Minimize the amount of soil exposed during construction activity. • Minimize the disturbance of steep slopes. • Minimize soil compaction and,unless infeasible, preserve topsoil. Element 6: Protect S lopes • Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (for example, track walking). • Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. • At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. . Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1A, 10-year, 24-hour frequency Volume 1—Minimum Technical Requirements—August 2012 2-20 • • storm for the developed condition. Alternatively, the 10-year and 1-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model(WWHM) to predict flows, bare soil areas should be modeled as "landscaped" area. • Place excavated material on the uphill side of trenches, consistent with safety and space considerations. • Place check dams at regular intervals within constructed channels that are cut down a slope. Element 7: Protect Drain Inlets • Protect all storm drain inlets made operable during construction so that stormwater runoff shall not enter the conveyance system without first being filtered or treated to remove sediment. • Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). Element 8: Stabilize Channels and Outlets • Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: Channels must handle the peak 10-minute velocity of flow from a Type 1A, 10-year,24-hour frequency storm for the developed condition. Alternatively,the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6,may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates.If using the Western Washington Hydrology Model (WWHM) to predict flows, bare soil areas should be modeled as "landscaped area. • Provide stabilization,including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches at the outlets of all conveyance systems. Volume I—Minimum Technical Requirements—August 2012 2-21 • • Element 9: Control Pollutants • Design,install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. . Handle and dispose of all pollutants,including waste materials and demolition debris that occur an-site in a manner that does not cause contamination of stormwater. . Provide cover, containment,_and protection from vandalism for all chemicals,liquid products,petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest take within the containment structure.Double-walled tanks do not require additional secondary containment. . Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. . Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland application, or to the sanitary sewer,with local sewer district approval. • Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. . Use BMPs to prevent contamination of stormwater runoff by pH modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping and mixer washout waters. • Adjust the pH of stormwater if necessary to prevent violations of water quality standards. . Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches,streets, or streams. Do not dump excess concrete on-site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Volume I-Minimum Technical Requirements-August 2012 2-77 • • • . Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. Element 10: Control De-Watering . Discharge foundation,vault, and trench de-watering water, which has similar characteristics to stormwater runoff at the site,into a controlled conveyance system before discharge to a sediment trap or sediment pond. • Discharge clean,non-turbid de-watering water, such as well-point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Element#8, provided the de- watering flow does not cause erosion or flooding of receiving waters.Do not route clean dewatering water through stormwater sediment ponds.Note that"surface waters of the State"may exist on a construction site as well as off site; for example, a creek running through a site. • Handle highly turbid or otherwise contaminated dewatering water separately from stormwater. • Other treatment or disposal options may include: 1. Infiltration. 2. Transport off-site in a vehicle,such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval,if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. Element 11: Maintain BMPs . Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. • Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed. Volume 1—Minimum Technical Requirements—August'2012 7_73 Element 12: Manage The Project . phase development projects to the maximum degree practicable and take into account seasonal work limitations. . Inspection and monitoring—Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function. Projects regulated under the Construction Stormwater General Permit must conduct site inspections and monitoring in accordance with Special Condition S4 of the Construction Stormwater General Permit. . Maintaining an updated construction SWPPP—Maintain, update, and implement the SWPPP. . Projects that disturb one or more acres must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL).Project sites disturbing less than one acre may have a CESCL or a person without CESCL certification conduct inspections.By the initiation of construction,the SWPPP must identify the CESCL or inspector,who must be present on-site or on-call at all times. . The CESCL or inspector(project sites less than one acre)must have the skills to assess the: . Site conditions and construction activities that could impact the quality of stormwater. . Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges_ . The CESCL or inspector must examine stormwater visually for the presence of suspended sediment,turbidity, discoloration, and oil sheen. They must evaluate the effectiveness of BMPs and determine if it is necessary to install,maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, construction site operators must correct the problems identified by: . Reviewing the SWPPP for compliance with the 13 construction SWPPP elements and making appropriate revisions within 7 days of the inspection. . Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems not later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, the construction site operator may request an extension within the initial 10-day response period. Volume 1—Minimum Technical Requirements—August 2012 7-_74 • • . Documenting BMP implementation and maintenance in the site log book (sites larger than 1 acre). • The CESCL or inspector must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition, individual discharge events that last more than one day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.) The CESCL or inspector may reduce the inspection frequency for temporary stabilized, inactive sites to once every calendar month. Element 13: Protect Low Impact Development BMPs • Protect all Bioretention and Rain Garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden BMPs.Restore the BMPs to their fully functioning condition if they accumulate sediment during construction.Restoring the BMP must include removal of sediment and any sediment-laden Bioretention/rain garden soils, and replacing the removed soils with soils meeting the design specification. • Prevent compacting Bioretention and rain garden BMPs by excluding construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. • Control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements.Do not allow muddy construction equipment on the base material or pavement.Do not allow sediment-laden runoff onto permeable pavements or base materials. • Pavement fouled with sediments or no longer passing an initial infiltration test must be cleaned using procedures in accordance with this manual or the manufacturer's procedures. • Keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. Volume I—Minnnum Technical Requirements—August 2012 2-25 • 1 • Jefferson County Building Division Permit Number: BLD14-00442 Applicant: ROWE 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 S• etbacks f Foundation Footing t ,�� ,4 7� • F• ooting Drains I �17 Underground Plumbing R• ough-in Plumbing (e1511// ._ 07;€ S• hower Pan N4. Framing Jf zi//c rn�� A• irseal 5-V ! •I 4J - Insulation:Walls Insulation: Floors &/ (Pr- f1/! Insulation:Ceiling / 'i,,// fr Wallboard Nailing �4(/l6 l/i5 / Smoke&CO q/Epj/i5 Septic System Finaled sep08-108 Sim .-1I I l6/ii A final inspection will not be scheduled until 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 4/7 lit 5 40 dk At t°in.c l FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00442 1.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 2.) Approval of this permit does not provide any assurance of future approvals. The existing septic system on the parcel has a capacity for 480 gallons per day, the primary residence on the parcel uses 240 gallons per day. This structure is not intended for residential use per the application. 3.) Prior to final approval of the building an updated record drawing for SEP08-108 is required to be submitted by a licensed installer that reflects how the sewer line was intalled and specifications on piping. 4.) 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. 5.) The revised site plan as submitted with the building application for a new garage on December 12, 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 December 15, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) This approval is for a new garage with a shop and office 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. 7.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 8.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 9.) MANDATORY MEASURES OF HIGH RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. . • 10.) MANDATORY MEASURES FOR HIGH RISK SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160- 106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 11.) AWB \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 12/17/2014 T • • 10.) MANDATORY MEASURES FOR HIGH RISK SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160- 106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e)of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 11.) AWB \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 12/17/2014 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00442 Received Date: 11/24/2014 SITE ADDRESS: 60 MEADE RD Issue Date 12/17/2014 NORDLAND, 98358 Expiration Date 12/17/2015 OWNER: GARY A ROWE PHONE: 360-770-7766 CYNTHIA S ROWE PO BOX 181 NORDLAND WA 98358-0181 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 921042008 Section: 4 Township: 29 N Range: 1E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW GARAGE, WITH SHOP & UPSTAIRS OFFICE SEP08-00108 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 75,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: 2 CONST TYPE: OTHER: 860 SHORELINE: CONST TYPE: GARAGE: 1,510 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: _ BEDROOMS: BATHROOMS: Permit $802.00 SRE 11/24/14 153910 Exist: Exist: Plan Check $521.30 SRE 11/24/14 153910 Prop: 0 Prop: 1 State Building Code $4.50 SRE 11/24/14 153910 Total: Total: 1 Total: $1,327.80 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