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BLD2014-00069
V � BL 069 0UILDING PERMIT APPLICA'f ION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (/)t'(4—(),,, PERMIT#: BLD14-00069 Received Date: 2/27/2014 SITE ADDRESS: 152 CHURCH RD BRINNON, 98320 OWNER: STATE OF WASHINGTON PARKS PHONE: 360-725-9763 AND RECREATION COMMISSION P 0 BOX 42650 OLYMPIA WA 98504-2650 SUBDIVISION: Block: Lot: TX 1+ PARCEL NUMBER: 602353005 Section: 35 Township: 26 N Range: 02 W CONTRACTOR: PHONE: PHONE: REPRESENTATIVE: MARK VAN VLIET PHONE: 206-794-2960 PROJECT DESCRIPTION Pump house enclosure, operations room for new sewage treatment plant, and equipment pads TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 1,250 TYPE OF IMP NEW MAIN: 0 INDUSTRIAL: VALUATION 800,219.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: 1 Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $0.00 MEB 02/27/14 APPROVED Plan Check $0.00 MEB 02/27/14 A� E State Building Code $0.00 MEB 02/27/14 Potable Water Application $0.00 MEB 02/27/14 Total: $0.00 Jefferson County DCD 1\IIAcM�rLlrinf AlfnrTC1F RI fl Ann Rid rnf 9107l1f11A cc O H O C7 LL N -0 Z LL O H O o o .. __ CO CID CI U7 - Cr) N CO 0 O O L -0 X 0: -0 -I--' Cn C U 0 O I- w O O 0- -I-, "o H 07 co x •• o L t L W ti ¢ _o o U U X Z O w 0 J 0_ a M U I- I- O O I's- 07 �07 U) m Cf) O 0 O U co Z CY co U Y O co UJ Y C O 3 OC H Ln 3 F- CC N O ¢ CO CO O CO r-. ¢ J U O a OD N -O ¢ 1 LL C1 0_ Z H 1C X O O CC H Z X e...--k---- -- Ct- NI- - Z 3 O E 0 ! -7- >- >- [f - w O F- o LrD I- N N CO F- CO CO U CO �'� -O CC r- N O CD U7 Z 07 ` C w CO - CO O Z W H Z ` w 0- Lo N H w CC 2 O O O CO - od w 2 I- O CO H LCD ¢ ' Cr N 3 •- r o CO ¢ o ¢ F- co 3 ,------/ CO C1 O N X 1- ¢ F- ¢ 3 ¢ [V CO CC F- Z 3 CO w o J N U7 Cr) • w LL CC .t ¢ CD J O w I- O U X ¢ U w 'o N Z CDD O F- w w O H CY U F- 3 F- v- CO U7 J W CC Cn O_ CJD 0_ 3 w CD a F- M / m m 3 rn w ¢ 7 a o I- Z J C.7 CO Z nt- o I— +-. 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CO X +-, U "0 X CO CO 0_ CO -- .- CO U) 1 F- I- X 4- F- CD CO 4- 3C 3E - I- ¢ tit �gON r, • 1 _ oc* ,�4e °c2 JEFFERSON COUNTYp.)," , DEPARTMENT OF COMMUNITY DEVELOPMENT q oa 621 Sheridan Street I Port Townsend,WA 983681 Web:www.co.Jefferson.wa.us/communitydevelopment sHr�or' Tel:360.379.4450 I Fax:360.379.4451 !Email:dcdCcilco.jefferson.wa.us Building Permits&Inspections I Development Consistency Review Long Range Planning I Watershed Steward '• 'esource Center n Master Permit Application MLA:_i Cl i�v Project Description(include separate sheets as necessary): Pump house enclosure.alt !Operations Room for new sewage treatment pian At ' ,:_ — Walt Tax Parcel Number: 602353005 Property Size: 20:7 5/881429.99 (acreslsquar Site Address and/or Directions to Property: F ti'' 152 Church Road Brinnon WA 98320 `, Property Owner(s)of Record: Washington State Parks and Recreation i-� '`�' '•n E;�;)vAd�O�F1Ty %?%,1% Telephone: (360)725-9763 Fax: e il: ICO"AtdW, Mailing Address: 1111 Israel Road sw Olympia,WA 98504-2650 })::-15111m---- • Applicant/Agent(if different from owner): l�t, ars liI_i e Telephone: Contact:Brian Yearout (360)725-9763 Fax: email: ` e/(' . l 'q-29& Mailing Address: 1111 Israel Road SW Olympia,WA 98504 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ®Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use ❑Single Family 0 Garage Attached/Detached ❑Conditional Use[C(a), C(d), • "* i7 ID Manufactured Home ❑ Modular CI Discretionary"D"or Unnam:• a _ �VJ 13 Commercial* ❑Special Use(Essential Publi a — 1 IDChange of Use ❑Boundary Line Adjustment , I CI Address El Road Approach ❑Short Plat** / 1 ❑Home Business ❑Cottage Industry CI Site Plan** [1 r F EB 2 4 2014 o Propane ❑Long Plat*" I I i 0 Sign ❑Planned Rural Residential D*Jo(jigjent(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis El Plat Vacation/Alteration i_....-----:---,..7.,777.\-111-74y 0 Stormwater Management ❑Shoreline Master Program Ex mption/Pemt�fi2 ' 1 F�lELDPR4E ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substpntial X10 `:_ ' ❑Temporary Use ❑Shoreline Management Variance 1 ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: k /1 DESIGNATION OF AGENT I hereby designate VIC r VrA II V I ;e to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE, ". Date: a/' I I g By signing this application form, ii-ownerlagent 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 ownerlagent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and a , equired later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the '.. time of thea.di :tion th:. he or she wants prior notice. ' Signature: W_ .. .1 Date: ' ' i,),-,)/ (i The action or actions Appli' :nt will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or'ESA.°Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)evenare in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trans le resp.nsibility for adhering to and complying with the ESA. The Applicant has read this disclair/0er and„sign?and dates it below. Signature: Date: ,), {4.0/., r 07/24/2013 res IPBUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced harem,that they are not licensed contractors and that they wit be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACT9A OR MANUFACTURED HOME INSTALLER: PHONE: FAX: I ( (360)725-9763 ( ) MAILING ADDRESS: tltlA 985042650 EMAIL: CONTRACTOR'S LICENSESE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( (360)7259763 FAX:( ) MAILING ADDRESS: t EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: E Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System n Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System C. Repair n Masonry N/A SEP Permit*/ C Demolition ❑ Other. Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: N/AEIPublic Tom: Name of System: If this is a Commercial Prosect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: U IBC Type of construction: V-B Will you have Food Service?Nos / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO i evotS telleP i knaT retaWtoH I Is this agoliance being Installed In a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated 12JL� EH Bid App Review. ''' 2m Floor Heated Consistency Review Other Heated Base fee: S a c'l Mezzanine Additional Section: ,Q1 c,-' Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: V l• J Other Unheated Pot Water Review fee: / v- J .c'" Garage/Carport SUBTOTAL d..- i rUOL'LC • Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: Cash/Check Number. ESTIMATED COST(REQUIRED) Date: .Far market value of all labor and materials foundation to finish K Initials: k092 kl. Co 07/24/2013 Washington State Parks - Capital Construction Program Opinion of Construction Cost Estimate Park: Dosewallips State Park Prepared By: D.McAlister Project: Sewage Treatment Facility Date 02/24#14 BUILDING PERMIT SUBMITTAL C . U 7,, Responsible Project Representative: Brian Yearout - - Project Cost Code-Appropriation#'s Available$ Checked By: 1 - $0.00 Date:F EB 2 4 2014 2 - $0.00 3 - $0.00 F&C Review: 6 D JEFFERSON COUNTY T.OF COMMUNITY DEVELOPMENT BID PROPOSAL ITEMS Item Description Quantity/Units Unit UnItZ"ost°'' ' ' "MI 1 Mobilization and Demolition(NTE 5%) 1 LS $36,900.00 $36,900 2 Site Civil 1 LS $27,970.00 $27,970 3 Operations Building-Architectural 1 LS $302,530.00 $302,530 4 Operations Bldg&Tank-Structural 1 LS $182,800.00 $182,800 5 Operations Building-Mechanical 1 LS $79,610.00 $79,610 6 Operations Building-Electrical 1 LS $108,400.00 $108,400 *add or delete above rows as necessary for project TOTAL BID PROPOSAL: $738,210.00 Sales Tax in%: I 8.40% $62,009.64 SUB-TOTAL BID W/TAX: $800,219.64 NON-BID CONSTRUCTION CONTRACT ITEMS: Advertising and Reproduction(NLT$600) Permits(Enviro.,Arch., Bldg.,Etc.) A&E/Consultant/Survey/Signing Services Construction Supervision(Contract or Staff) In-House Administrative/Management Costs Misc.(Purchased Materials/Aid To Constr) Youth Corps(WCC Etc.) Procured 25,000 GPD MBR FF Base Unit SUBTOTAL Non-Bid Construction Contract Items: $0-0o- , TOTAL DIRECT CONSTRUCTION CONTRACTING COSTS: $800,219.64 / Construction Costs Total: $ 9.64 PROJECT FUNDING: TOTAL PROJECT FUNDS REQUIRED: $800,219.64 ALTERNATE BID ITEMS Alt.Item Description QuantlUnits Unit Unit Cost Total SUB TOTAL ALTERNATE BID ITEMS $0.00 1-1 0 0 4- : C ^' N 0 Si b :Q N N (y 0 i H N Y am ''. 1 v H H 5Q a n CC C z U' � 0W m rn r- r) ; 0 ci A ; w `,� Q q U o ~ R' 0 '1 `r " ` o 3 ti a Q •a O 8 U ^ 0)A . 6) IMNr I' 1 •� I c:' ran a+ .K _.� - - J�_ / • - - E � / I ti 14, rn I y I S � / I $ H T.1 1 w CC I O y,}`! IL d "a m I w $ n I h x I a.e 1 1...„.y? ii 1 °E • Es' 031 JELL 1 z °�. 7 I zFo / a $ 6 �& C O O O 0_s2n•a 1 F P P r uo,, / JS 1 z z z I ti Y� w I 0 0 A / nQ n a — --y mT J / Z Is 0 o ��� ��� �I as N SDI`{ . 7743 g r. Lis y 47 V I r ¢;l/.- I8I � 3I 1 aw qi I- > Q o —....—: la ) 3rn �..�. j �' w .r. - _ - � m }1 Ale lo + 4 � �1 �. 0 z 0 0 m O I- I O I w I i z ,. a I a I 0 01 a Q p.b, • a.. rG ,14- 7,f a i � Y 1 �� 1 I AO I I 3w f f w 3 0 • $ I avOi ,1 I 1 I S I o m Lo us I I ce I rr z ' III Q I 1 1 y I o I k ` I11.1 I \ I I N N _. ._. r , „ o - - II L . - - - - ._ ��` . SOObb£Z09 avo21 HD2111HD 1 i awa..'' '"*1 "'"*.-_--1 a.,_. _Fy .. ...F m_...,,. .„-.. .,.�...:._, •-_- .-, m:..-,,..,. -... y...._..,., .,-:T.-�-m ..x,.�...n .ww...-, «--•._., f_.�. Sally Ellis From: David W.Johnson Sent: Friday, December 11, 2015 11:30 AM To: Sally Ellis;Jodi Adams Cc: David W.Johnson Subject: RE: BLD14-00069 Dosewallips Sewer Treatment Plant I just signed of the final planning activity. From: Sally Ellis Sent: Friday, December 11, 2015 10:50 AM To: David W.Johnson<djohnson@co.jefferson.wa.us> Subject: FW: BLD14-00069 Dosewallips Sewer Treatment Plant David, I have an e-mail in the folder from you from June 16th saying we've haven't received the engineers stormwater letter for this project. The file is ready to final otherwise. Can you tell me if we have the letter or need to follow up?1; I1T 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 From:Sally Ellis [mailto:SEllis@co.jefferson.wa.usj Sent:Thursday,June 18,2015 9:23 AM To: Linda Atkins<LAtkins@co.jefferson.wa.us>; Randy Marx<RMarx@co.iefferson.wa.us>; David W.Johnson <djohnson @co.jefferson.wa.us> Cc:Jim Coyne<jimc@co.iefferson.wa.us> Subject: BLD14-00069 Can Jim do a Final inspections ?Schedule for this Friday! Good morning- Jim has a final inspection request for BLD14-00069 152 Church Rd, Brinnon Project describations: "Pump house enclosure, operations room for new sewage treatment plant, and equipment pads" Under conditions it has the following note from E/H HOLD- Final construction approval of the sewage treatment facility to be completed prior to final sign off for this building. 1 David Final Planning Approval is not signed off in Activities- Prior to final- Require letter from Stormwater Engineer stating that the stormwater facilities were installed per the approved plan dated February 24, 2014—DWJ Please review your file MLA14-00017 and advice if this are still waiting for this letter? Thank you Just wanting to double check to see if this condition has been meet? Can we do the Final Inspections? Thank you tee. z r 1 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@cojefferson.wa.us http://www.co.jefferson.wa.us 2 Sally Ellis From: David W. Johnson Sent: Thursday, June 18, 2015 9:27 AM To: Sally Ellis Subject: RE: BLD14-00069 Can Jim do a Final inspections ? Schedule for this Friday! Have not received letter from engineer. From:Sally Ellis Sent:Thursday,June 18, 2015 9:23 AM To: Linda Atkins; Randy Marx; David W.Johnson Cc:Jim Coyne Subject: BLD14-00069 Can Jim do a Final inspections?Schedule for this Friday! Good morning- Jim has a final inspection request for BLD14-00069 152 Church Rd, Brinnon Project describations: "Pump house enclosure, operations room for new sewage treatment plant, and equipment pads" Under conditions it has the following note from E/H HOLD- Final construction approval of the sewage treatment facility to be completed prior to final sign off for this building. David Final Planning Approval is not signed off in Activities- Prior to final - Require letter from Stormwater Engineer stating that the stormwater facilities were installed per the approved plan dated February 24, 2014—DWJ Please review your file MLA14-00017 and advice if this are still waiting for this letter? Thank you Just wanting to double check to see if this condition has been meet? Can we do the Final Inspections? Thank you , =F 4) 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 1 Sally Ellis • From: Linda Atkins Sent: Thursday, June 18, 2015 10:31 AM To: Sally Ellis; Randy Marx; David W. Johnson Cc: Jim Coyne Subject: RE: BLD14-00069 Can Jim do a Final inspections ? Schedule for this Friday! They will need to provide this to us from the state, DOH or DOE, whoever is the permitting agency, prior to final. Linda Atkins R.S. Environmental Health Specialist, JCPH Environmental Health Division 360-385-9444 Always working for asafer and healthier Jefferson County CQvF[DEPTTALITY:'rlrlcs: Thise-mailmessage, including stir attachments, is far the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited Ii you are not the intended recipient, please contact the sender by reply c mail and destroy all copies of the original message. All c mail sent to this address bas been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law iduod at BCW 4'1.66. littler the Public Records law the County must release this e-mail and its contents to ant person who asks to obtain a copy (or for inspection) of this e-mail unless it is also exempt from disclosure under state law, including/f t 4256 From:Sally Ellis Sent:Thursday,June 18, 2015 9:23 AM To: Linda Atkins; Randy Marx; David W.Johnson Cc:Jim Coyne Subject: BLD14-00069 Can Jim do a Final inspections ?Schedule for this Friday! Good morning- Jim has a final inspection request for BLD14-00069 152 Church Rd, Brinnon roject describations: "Pump house enclosure, operations room for new sewage treatment plant, and equipment pa s" Under conditions it has the following note from E/H HOLD-Final construction approval of the sewage treatment facility to be completed prior to final sign off for this building. David Final Planning Approval is not signed off in Activities- Prior to final - Require letter from Stormwater Engineer stating that the stormwater facilities were installed per the approved plan dated February 24, 2014—DW1 Please review your file MLA14-00017 and advice if this are still waiting for this letter? Thank you Just wanting to double check to see if this condition has been meet? Can we do the Final Inspections? Thank you 1 Sally Ellis From: Sally Ellis Sent: Thursday, June 18, 2015 9:23 AM To: Linda Atkins; Randy Marx; David W. Johnson Cc: Jim Coyne Subject: BLD14-00069 Can Jim do a Final inspections ? Schedule for this Friday! Good morning- Jim has a final inspection request for BLD14-00069 152 Church Rd, Brinnon Project describations: "Pump house enclosure,operations room for new sewage treatment plant, and equipment pads" Under conditions it has the following note from E/H HOLD- Final construction approval of the sewage treatment facility to be completed prior to final sign off for this building. David Final Planning Approval is not signed off in Activities- Prior to final - Require letter from Stormwater Engineer stating that the stormwater facilities were installed per the approved plan dated February 24, 2014—DWI Please review your file MLA14-00017 and advice if this are still waiting for this letter? Thank you Just wanting to double check to see if this condition has been meet? Can we do the Final Inspections? Thank you Sally L Ellis Jefferson County Conununity 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 Sally Ellis From: Sally Ellis Sent: Thursday, June 18, 2015 9:23 AM To: Linda Atkins; Randy Marx; David W. Johnson Cc: Jim Coyne Subject: BLD14-00069 Can Jim do a Final inspections ? Schedule for this Friday! Good morning- Jim has a final inspection request for BLD14-00069 152 Church Rd, Brinnon Project describations: "Pump house enclosure,operations room for new sewage treatment plant, and equipment pads" Under conditions it has the following note from E/H HOLD- Final construction approval of the sewage treatment facility to be completed prior to final sign off for this building. David Final Planning Approval is not signed off in Activities- Prior to final - Require letter from Stormwater Engineer stating that the stormwater facilities were installed per the approved plan dated February 24, 2014—DWJ Please review your file MLA14-00017 and advice if this are still waiting for this letter? Thank you Just wanting to double check to see if this condition has been meet? Can we do the Final Inspections? Thank you 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 sellisOco.jefferson.wa.us http://www.co.jefferson.wa.us 1 1 Pararnetrix PROJECT ` G:"5a1 .44,LLIPS .5 TR -(2OF BY DATE CHECKED DATE SUBJECT ST6k2M\i✓,4'T-r-P.,,- JOB NO. PHASE TASK F c.0v Wt."( au u;.Dci•C. 1' RXIT t : BLD tati - 00069 t WN4tftI4IA'rC-e3N<- 3 • -"Vie- d'T'70RIA WATEr2: Gc:)_Li..ECT`O:rw: : s\'srI : : t> . :7E,WALLIP57-ATE .5 W 'TREA-r earl` FFC.c -t r : : : kr wMc5•01 WA IS CoNSTRtz r sAowN : :ori . . . . : C • T>RweCar vj,o _o/► `u oy tav sr PAteti I ET () :/d ry 4/ 20i EO .1Vc 5 1 . JUN 192015 . L1 Ri4 JEFFERSON COUNTY. DEPT OF COMMUNITY DEVELOPMENT . . age LI. flimaj7;D 1 14 1 - - _14 . . . zpe A : • c f 00 v 01 tit W N '-` X 1 _ t.; i --t-. .. N x, v., A. (0 co.i - L. k t. z. -...a. ..... r rt IN A Pf, Iv 7 �1 O ,, fk: r.A kil iii ill Z c ..!--, k v...........„ c1 , - -- > ,� -� H F q CD .� N 'Z\ �a d fl :r_t_a1:' a C- -s' o -011 �°t Q� coF P r 2i I to", ..k 4 ft.tc '‘ • il 0 a s \r. '� a stll v 2 C c z `t-C , fi-.� SI. ua { r F` v Y "4 3 . tar C w 2:7 "� •`f o• ' '��I — ________— p :r. ' '� � JUN 1 9 2015 !L,�� O #� � i ci N w JEFFERSON COUNTYa� , 0 Nrk4 G Cif Dc'T.OF COMMUNITY DE�JELOPMFNT N 4 t44 k,z 4 4' ter. flk ° n tkiw � -.' A N N N N N N N N -J SON (...A f4--) N O LO f P rs r`. ¢ 5� t � ' - Q 74 fvt `-2J Zk LA 1 g Z s-_, rr...3 PCD s \dok :-...;.t { 1 a U °li C) c _, a c� o. -_iC ,A-y-,,, s, Nz o Y S +� I JUN 1 9 2015 A CJEFFERSON COUNTY c} p' DEPT.OF COMMUNITY DEVELOPMENT r. kr --c F'LL V • ut t: w ,L„.,� N .-, O Te iv 3.%\---- .4,-Ti.., ....s_ IQ ,4 v. L.,'y.: -L. , ,,- 5 §A -4. o0 C. VI �� -RC. k 6 q 0 rAl rit, +f � {G��T v\! il V r&� f .ems n 4r 1 to o`� C" c> '.S a �V - � �� r R O (fa P rL: r C w a0 % I ECERVE n D F , . 4- n ! JUN 1 9 2 015 I i': 3 JEFFERSON COUNTY ,,.' DEPT.OF COMMUNITY DEVELOPMENT ; FIELD5 REPORT NO: Kr��:7p & Associates, Inc. GEOTECI-INICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION t ATE: CONTRACTOR: PROJECT#: __ JURISDICTION: PROJECT: PERMIT#: LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: TEMP: IJUN 1 9 2015 I - ► [-1 JEFFERSON COUNTY aEPLOF-6041141 fA414BEi+EFt WEN r Equipment/Asset Number(s): To the best of my knowledge,the above WAS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: report indicates our inspector's observation and testing results based on the rile condition and contractors activates.Tits information is subject to review prior to final submittal.By sign ' inspector does not accept responsibility for validity of the results.Some information on this report may have been provided by others on site. The infra-motion provided on this report is prepared tor i use of the client.This report may not be reproduced in any format without the written permission of the client and Kazan 8 Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)93• f,t EFFECTIVE:0/22/2008 KraZan & Associates, Inc . FIELD REPORT NO: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION uATE: CONTRACTOR: PROJECT#: JURISDICTION: PROJECT: _ PERMIT#: LOCATION: INSPECTOR: KRAZAN PROJECT MANAGER: WEATHER: TEMP: Lc—;0 E: DV . rq 1i J R r 1_ 1I JUN 1 9 2015 1 ' -I-F) lttItKJUN CORN HY Dr' • Nil t a irk/ r Equipment/Asset Number(s): To the best of my knowledge,the above WAS,/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements. Superintendent/Representative: Technician: ...;report indicates our inspectors observation and testing results based on the site condition anols activities.This initormation isni information proerevieweprior d on to�final lo o nattypreped for" i = =use inspector does not accept responsibility for validihave been ty of the results.Some information on this report mayprovided by the client.This report may not be reproduced in any format without the written permission of the client and Kmzan&Assoc. Offices Serving the Western United States Bothell (425)485-5519 Gresham (503)665-3574 Poulsbo (360)598-2126 Puyallup(253)93 2. r EFF' N DAILY FIELD REPORT 2009.doc iiiiiio FIELD le.ANIKrazan &Associates, Inc. REPORT NO.: 14167DFR012115-AC Geotechnical Engineering•Environmental Engineering ems. Construction Testing and Inspection DATE: 1/21/2015 CONTRACTOR: Columbia Pacific PROJECT#: 10614167 PERMIT#: BLDG 14-00069 PROJECT: Dosewallips WWTP INSPECTOR: Aaron Clyde LOCATION: Brinnon JURISDICTION: Jefferson Co KA P.M.: JMB WEATHER: PT.Cloudy TEMP: 43° Krazan inspector is on site for reinforcement concrete placement at house keep pads and Oder Control Unit S.O.G. Inspector reviewed plans and details for the Oder Control Unit,was informed by contractor the reinforcement was previously inspected. Inspector verified clearances for the slab on grade. Inspector noted clearances to be per plans and ietails. Inspector observed the placement of Miles mix 1240AF via tailgate and mechanically consolidated. Inspector obtained a sample for field test and cast one set of five 4x8"cylinders. see test report for results CR 14167CR0121-15-AC. L f JUN 1 9 2015 r' J1 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Reviewed By ASTM Test#: Equipment/Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: - T Blank agatue-Skfksi Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Daily FiddRepM Revising 8 Effective OVIuzma ae vino* Gt&Jmw:..Fon�:p.F..a fuw..nn;..nx of B a tin,,..m..Pnw. neetpoavnaay[°."4.2 Scan,pflsv�otmaChatmru',n,euw.tiia laan,taNemar�wn+atavewfabets.sa, .tbx.a«,an�emows.Acm°vxa This adaaa,iw v,Wietw.wi.v inwn ram,w�<,.,B,,hOi+a¢mt.Nn.ar®pena& l2<ec,tfn(aaM�2yic,MAY oicewlta aef.ae.1Cm6,mhmalmrtw.aeaymnt on.at. FIELD x ,71 &Associates, Inc. REPORT NO.: 14167DFR011315-AJ Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 111312015 CONTRACTOR: Columbia Pacific PROJECT#: 10614167 PERMIT#: BLD 14-00069 PROJECT: DosewafipsSFR INSPECTOR: Andrew Joyce LOCATION: Brannon,WA JURISDICTION: Jefferson County KA P.M: JB WEATHER: Overcast TEMP: 30° . . r Inspector was onsite for anchor bolt installation in the Operations building,see Sheet S 3.1,anal density testing on he asphalt in the access road,see sheet 04.1. ebserv'ed cleaning of holes for anchor bolts with blow,brush,blow method.Observed installation of 3 bolts W'in diameter or tie downs and 20 5/8"diameter bolts in the ledger and wall studs connecting to the exterior wall in the West area of the ezzanine in the Operations Building. Also observed installation of 4 bolts 3/e"in diameter for tie downs and 36 5/8" •"ameter bolts in the ledger and wall studs connecting to the exterior wall in the East area of the Mezzanine in the Operations :lidding,per details ins sheet S3.3.All bolts were galvanized all thread.The '/,"dia.were embedded 6"and the 5/8"dia. -ere embedded 5". I he adhesive used was Simpson SET-XP with an expiration date of 08/2016,ICC-ES ERS#2508,and lot number r97S364S. of Mix Asphalt(HMA)was placed and spread in the access road and around the Operations Building by BOMAG 813 RT 'ro Paver and by hand around pipes_The break down roller was a Dynapac C6-120 double vibratory steel drum roller,the risk roller was a Wacker double vibratory steel drum roller, and a plate compacter was used around the pipes_ sample of the HMA was obtained for laboratory testing at about 150 of 290 tons. ests were taken with Troxler gauge 24349,See compaction report 14167SCR011315-AJ for results and locations. r � .ample 1: ''A"HMA Rice Extraction/Gradation .ample ID: ll V I1�14 JUN 1 9 2015 I I L--- JEFFERSON COUNTY �)�TT OF COMMUNITY DEVELOPh1fh—' Reviewed By ASTM Test#: Equipment/Asset Number(s)_ To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: VV 1 Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 Reaai°a8 Effective 02713/2013 - .. Daily Field Report IDe i[«wnsR 4mad.rec 1.,ratweeresn.&eofm.Noe'Ons,emmay eepo*.4m.Srm.n waw.au:m;emymr,mn a ae ells.and ain&wmss.se, wynm oeur.Y:a ratWeesas eawaonrvalubmn.a<mruwaa:wes. IN=:dnn..tiu.:...ecdw...:..veir.er ul,da.na syvw^?dna.vert 3vtre tta cies net.e t ,c ow..ley fu.x.an,eI, ,ft She now a®°rnw wn froma20M alms uo cera FIELD 41UKrazari &Associates, Inc. REPORT NO.: 14167DFR102214-AJ Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 10122/2014 CONTRACTOR: Parametrbc ROJECT#: 10614167 PERMIT#: 6 ko-r ..-+Op.Tjt I PROJECT: Dosewallips WTF INSPECTOR: Andrew Joyce OCATION: Dosewaltips State Park JURISDICTION: 5k t,4,46//er—Jd /i-; KA P.M.: JB WEATHER: Rain TEMP: 55° an Inspector onsite for reinforcing steel inspection in MBR Tank. acted reinforcing steel of interior and exterior walls for clearances and conformance to specifications and details on :s S1.0 and S4.0.Exterior clearances of exterior walls and clearances of interior walls not checked because forms were to allow inspection of bar placement for entire height of wall. All other clearances and all conformance acceptable. d 1 i' ,` l ir;I` JUN 1 9 2015 I U .' L< __-.._1v JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT .viewed By: ASTM Test#_ Equipment/Asset Number(s): -o the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. erintendentlRepresentative: Technician: , '— CA,-- q 4 Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 rid Report Revision8 EOktia02111/2011 ,simpotidzamen, clt.saeprearceenmclunve e 1 e clue 5.!reyumry.mb.teraNeed mmp foemnenememmmve^t^;"..0, 6+et.dr,un:rameun.mrsnV.id...v.+nce...'ae..V.rm.wume• bed m,aewmwrna.aen.un..mv:e:. 15s YdmTYVA a•r±,.at te.in pwrtoU Muual 6r.Wq e.enpm.,w.upemre mune w'lit .!s.su:q'ra.aaaso[,...m Th ft�nm.i,..e e.pa.:a.aetarev e.am 0 f I �y.��y��y rr����]yy�� FIELD �(17�i.l . &Associates,Inc. REPORT NO.: 14167DFR012015-AC Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 1/20/2015 CONTRACTOR: Columbia Pacific PROJECT#: 10614167 PERMIT#: BLDG14-00069 PROJECT: Dosewallips WWTP INSPECTOR: Aaron Clyde LOCATION: Brinnon JURISDICTION: WA. State Parks KA P.M.: JMB WEATHER: PT.Cloudy TEMP: 48 Krazan inspector is on site for concrete placement at topping slab bottom of tanks. inspector reviewed plans and details,noted no reinforcement for sloped topping slab. Observed the placement of Miles mix 07400F,via placing boom and contractor consolidated by hand Roding_ Inspector obtained a sample for field test and cast one set of five 4x8"cylinders. See test report for results CR 14167CR012015-AC ! JUN 1 9 2015 11 JEFFERSON COUNTY SEPT DF COMMUNITY DEVEEDPC.4ENT _ Reviewed By: ASTM Test#: Equipment/Asset Number(s): To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. Superintendent/Representative: Technician: Blank agtanveSigPlust Offices Serving the Western United States Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 -- Daily Field Report Revision Effective 0L13/3013 m.ar•.m rev www. ...rm•••r.v.. +1,31 .rn..m�+to'ado.,�e•<aw•nf�mwm,cew. ,p n.nnofexanrarl s eamuemnmCaa a.epev�.mweimm�u:et Tnumm+msiemaa�nemmr.n�.:,. m..ta.awan..t tth,ee.vpiatofad stenOttl.•ys.e,ym:[seK 04ees¢,erc dots nal.aep,,,.ad:fittjfttiiGgarms_The my,.thnWmbunempo edb{iInm flee 1 1 1 APPROVED •RMWATER P 1 • '`w i APR 9 2014 t Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility ' Prepared for Washington State Parks and Recreation Commission February 2014 Prepared by Paramatrix WASHINGTON yT F sty 1 1 1 Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility I Prepared for Washington State Parks and Recreation Commission PO Box 42668 Olympia,Washington 98504-2668 1 ' FEB 2 4 20+ Prepared by " JEFFERSON b�i�IV 1 UCS Parametrix 4660 Kitsap Way,Suite A Bremerton,WA 98312-2357 T. 360.377.0014 F.360.479.5961 www.narametrix.com 1 February 2014 1236-2542-045 1 Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility 1 Washington State Parks and Recreation Commission CERTIFICATION The technical material and data contained in this document were prepared under the supervision and direction of the undersigned,whose seal,as a professional engineer licensed to practice as such,is affixed below. II 1est, ANN At 09 WAS/1/47414). tir r11st 1 " I ,, 08 lffelPIP°'4bisTE V‘e �SS!oNALt." Prepared b Jenifer R. -y,P.E. Checked and Approved by Damon McAlister,P.E. 1 1 1 1 1 1 February 20141236-2542-045 1 I Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility ' Washington State Parks and Recreation Commission TABLE OF CONTENTS 1 1. INTRODUCTION 1-1 1.1 PROJECT DESCRIPTION 1-1 I1.2 PROJECT SITE INFORMATION 1-2 I 2. PROJECT DESCRIPTION 2-1 2.1 PROPOSED CONSTRUCTION 2-1 2.2 OTHER PERMITS REQUIRED 2-1 I3. EXISTING CONDITIONS 3-1 3.1 TOPOGRAPHY,LAND COVER AND LAND USE 3-1 I3.2 SOILS 3-1 3.3 EXISTING AND NATURAL DRAINAGE DESCRIPTION 3-1 I 3.4 EXISTING OUTFALLS 3-2 3.5 CRITICAL AREAS 3-2 3.6 DEPTH TO GROUNDWATER 3-2 3.7 WELLS AND FUEL TANKS 3-2 I 4. DEVELOPED SITE DRAINAGE CONDITIONS 4-1 4.1 PERFORMANCE GOALS AND STANDARDS 4-1 4.2 POTENTIAL STORMWATER QUALITY AND QUANTITY IMPACTS 4-1 I4.3 PROPOSED COLLECTION AND CONVEYANCE 4-1 4.4 STORMWATER QUANTITY CONTROL 4-1 ' 4.5 WATER QUALITY 4-2 5. DOWNSTREAM ANALYSIS 5-1 I6. TEMPORARY EROSION AND SEDIMENTATION CONTROL 6-1 I7. OPERATION AND MAINTENANCE 7-1 7.1 MAINTENANCE REQUIREMENTS 7-1 I7.2 OPERATION AND MAINTENANCE MANUAL 7-1 8. REFERENCES 8-1 ILIST OF FIGURES 1-1 Site Location 1-2 ' LIST OF TABLES I1-1 Kitsap County Drainage Requirements 1-1 February 2014 1236-2542-045 i I Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility ' Washington State Parks and Recreation Commission KEY TERMS ' BMPs Best management practices MBR Membrane Bioreactor NRCS National Resource Conservation Service Parks Washington State Parks and Recreation Commission PIT pilot infiltration test RIBs rapid infiltration basins SWPPP Stormwater Pollution Prevention Plan ' TESC Temporary erosion and sediment control WAC Washington Adminstrative Code 1 1 1 1 February 2014 1236-2542-045 tit I Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility IWashington State Parks and Recreation Commission 1 . INTRODUCTION IThis Stormwater Site Plan has been prepared for the construction of an on-site wastewater treatment and disposal facility near Brinnon,Washington(Figure 1-1). I The report has been prepared in support of the Stormwater Permit from Jefferson County.This report follows the requirements of the 2005 Stormwater Management Manual for Western Washington (Ecology). Table 1-1 summarizes Stormwater Site Plan requirements and the ' sections of this report where they are addressed. Table 1-1. Kitsap County Drainage Requirements ISubmittal Requirement Compliance Report Section Existing Site Hydrology The site has already been cleared from an 3.3 I earlier phase. Developed Site Hydrology The proposed construction will occur 4 within the area already cleared from an earlier phase. I Performance Standards and Since over 2,000 square feet of 4.1 Goals impervious surface is being added,the site must meet Minimum Requirements I Nos. 1 through 10. Permanent Stormwater The projects infiltrates into native soils 4.3 Quantity Control and will meet the requirement of Minimum Requirements Nos. 5 and 7. I Permanent Stormwater Quality The project infiltrates into native soils and 4.4 Control will meet the requirements of Minimum Requirement No.6 I Perform Downstream Analysis A Level 1 downstream analysis was 5 performed. Temporary Erosion and A temporary erosion and sediment control See SWPPP I Sedimentation Control plan was provided for construction. Operation and Maintenance An Operation and Maintenance section 7 • was prepared. ISWPPP=Stormwater Pollution Prevention Plan 1.1 PROJECT DESCRIPTION I The proposal consists of paving the current gravel access road and construction of a membrane bioreactor wastewater treatment facility with rapid infiltration basins for treated wastewater disposal and a water well to provide water for the treatment facility. IThe project is accessed from Church Road in Brinnon,Washington(Figure 1-1). Temporary erosion and sediment control (TESC) measures used for the project are discussed ' in the Stormwater Pollution Prevention Plan(SWPPP). I I , February2014 I 236-2542-045 1-1 I SWashitormwaterngtonState ParkSite Plan forand RecreationwCoDoseallrps mmission State Park Sewage Treatment Facility s 1.2 PROJECT SITE INFORMATION Project Name: Dosewallips State Park Wastewater Treatment System I Applicant: Washington State Parks and Recreation Commission Applicant Address: PO Box 42668 ' Olympia, WA 98504-2668 Site Address: Church Road, Brinnon, Washngton Zoning: Rural Residential (with approved conditional use) , Parcels: 602-353-00.5 Property Size: 20 acres Limits of Construction: 79,120 square feet ' PROJECT LOCATION ' NORTH� ` 1 *'. GfENMIl 3,'9y i,; mammy :� f rt' _ ' r PROJECT LOCATION I it DOSEWALLIPS STATE PARK&GREEN HILL I .. .lig u�',•:� t , L ,..___,,, III I I.t 1..•... ct. co 01, tag lig!inDM2MESii tf 7 ,.. mi.,.. vivo estt css es ,or PARK ADDRESS: PO BOX 969,BR]NNON,WA.98320 , TOWNSHIP 26 N, RANGE 2 W,SECTION 35 JEFFERSON COUNTY TAX PARCEL NUMBER 602353005 I Figure 1-1. Site Location 1-2 February 20141 236-2542-045 I Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility Washington State Parks and Recreation Commission 2. PROJECT DESCRIPTION Washington State Parks and Recreation Commission is replacing 10 septic drainfields at Dosewallips State Park with a new centralized wastewater treatment and disposal system.The new wastewater treatment facility will be a Membrane Bioreactor (MBR) capable of treating ' wastewater to a Class AB reclaimed water quality.Treated effluent will be disposed of through rapid infiltration basins(R1Bs). This stormwater site planis for this proposed wastewater treatment facility. Elements of the ' facilityinclude anapproximately 9,900-square-foot paved access road, a 5,400-square-foot parking lot, a 1,250-square-foot building, and 17,200 square feet of gravel maintenance roads. The total impervious surface area is 33,750 square feet(including the gravel roads as impervious). Phase 1 of this project has already been completed. This consisted of constructing the access road with a gravel surface and clearing the entire area required by the treatment facility and RIBs.This new phase(Phase 2)will complete the construction of the facility and its associated tanks, pipes,building, parking lot, and gravel roadways. 2.1 PROPOSED CONSTRUCTION ' The entire project limits have already been cleared as part of first phase of this project. The access road,which is currently a gravel road,will be paved, along with a new parking lot. An operations building will also be constructed, along with gravel roadways around the cleared ' area to provide maintenance vehicle access. Remaining cleared areas will be seeded for vegetation. The site will have low use, with approximately one to two vehicles being present at the site at any time. Construction of the paved access road, parking lot, and gravel access roads will require 900 cubic yards of fill with 3,700 cubic yards of cut. Best management practices (BMPs) for erosion and sediment control will be implemented throughout the project to avoid adverse impacts during construction. ' 2.2 OTHER PERMITS REQUIRED The following approvals or permits will be needed for the project: • Building Permit • Treatment Facility Permit • Stormwater/Grading Permit 1 1 1 I February 2014 I 236-2542-045 2-1 Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility ' Washington State Parks and Recreation Commission 3. EXISTING CONDITIONS The project location is on public property owned by the applicant(Washington State Parks and Recreation Commission). The site is currently a relatively undeveloped forested parcel. It is zoned as Rural Residential with a conditional use.Areas adjacent to the site are zoned as Rural ' Residential. 3.1 TOPOGRAPHY, LAND COVER AND LAND USE ' The parcel is rectangular, approximately 1,364 feet by 650 feet. It slopes approximately 1 percent from the west to the east,with a low spot in the northeast corner.The parcel in general is forested, having been logged around 50 years ago. Native vegetation includes typical indigenous shrubs and trees, such as Douglas fir, cedar, white pine, salal, evergreen huckleberry,and rhododendron. ' Phase 1 of the project constructed a 12,156-square-foot gravel access road and cleared a 69,000-square-foot area for the MBR facility. The west side of the parcel abuts Church Road. All other sides abut adjacent residential ' landowners and one cemetery. Residential properties range from 1 to 5 acres in size and are moderately forested with clearings for driveways, houses, and yards. Power is supplied by Mason County PUD No. 1. Water is provided by individual wells, and lots use on-site septic ' systems for sewer. The parcel and surrounding properties lie on a flat plateau, with Hood Canal approximately 1,000 feet from the eastern property line and the Dosewallips River approximately 2,700 feet ' to the south and 1,800 feet from the west property line. Rural development extends for about 2,000 feet from the north property line and then becomes undeveloped forest and mountainous lands. ' 3.2 SOILS In 2011, an infiltration and hydrogeologic assessment was performed at the site by Aspect Consulting (Aspect Consulting). The purpose was to determine if the site was suitable for construction of an RIB for treated wastewater disposal and if the site could support a water supply well.The site is overlain with approximately 6 inches of forest duff,with gravelly sand to sandy gravel to a depth of at least 18 feet. In general, it is described as recessional outwash deposits. Infiltration tests performed during the investigation found infiltration rates of approximately 35 inches per hour within the native. Long-term design infiltration rates are 10 inches per hour. This verifies the Soil Conservation Service soil map for the area, showing Hydrologic Group A (outwash) soils. National Resource Conservation Service (NRCS) soil survey maps show the project site to be underlain with Grove very gravelly loamy sand,which has a hydrologic group ' of"A." This soil type has a high infiltration rate when thoroughly wet, consisting of mainly deep, well-drained to excessively drained sands or gravelly sands with a high rate of water transmission(NRCS,2014). ' 3.3 EXISTING AND NATURAL DRAINAGE DESCRIPTION Water currently completely infiltrates on site into gravel or forested areas.No visual evidence exists of standing water, natural drainage paths, or other standing or flowing water.No water discharges from off of the site. I February 2014 1236-2542-045 3-1 SWtormw ashinaterState ParkSite Plan for Recreation CoDosewallips i State Park Sewage Treatment Facility gton s and mmisson ' 3.4 EXISTING OUTFALLS Since the site has infiltrating soils and is covered by more than 90 percent forest vegetation, there are no natural drainage channels on the parcel. The two closest drainage areas are the Dosewallips River,which is 1,400 feet away,and Hood Canal,which is 1,000 feet away. 3.5 CRITICAL AREAS The site is located within a critical aquifer recharge area.The Washington State Department of 111Fish and Wildlife indicates that there is likely Marbled Murrelet habitat within 0.75 mile of the site. There are no perennial or intermittent streams located on or immediately adjacent to the site. No lakes, ponds, or wetlands are located on or near the parcel. The Dosewallips River is 1,400 feet away,and Hood Canal is 1,000 feet away from the parcel. The site does not contain,nor is it adjacent to,geologically hazardous areas. 3.6 DEPTH TO GROUNDWATER Monitoring wells that were developed as part of the 2011 hydrogeologic investigation (Aspect Consulting) show that groundwater levels are approximately 38 to 63 feet below the ground surface at the site. 3.7 WELLS AND FUEL TANKS Water service for the site will be provided by a new well.No adjacent property wells are within 100 feet of the facility.There are no known fuel tanks at or near the parcel. 1 1I 1 3-2 February 2014 I 236-2542-045 i 1 Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility ' Washington State Parks and Recreation Commission 4. DEVELOPED SITE DRAINAGE CONDITIONS Construction activities will include grading, excavation of soil, installation of TESC BMPs, and construction of a building. Construction is scheduled for late summer 2014. Engineering ' plans are provided in Appendix A. The project will construct a new MBR wastewater treatment facility with rapid infiltration basins for treated wastewater disposal. Approximately 4,600 total cubic yards will be graded under the proposal. Excavations will be made for the rapid infiltration basins, underground sewerage storage tanks, and pavement surfaces. r4.1 PERFORMANCE GOALS AND STANDARDS Since the site will be adding more than 5,000 square feet of impervious surface,it is subject to Minimum Requirements Nos. 1 through 10 for all new impervious surfaces and converted pervious surfaces.The site must infiltrate,disperse,and retain stormwater runoff on site to the maximum extent feasible without causing flooding or erosion impacts.Parking lots,roads,and other areas subject to vehicle traffic are considered to be stormwater pollution generating surfaces and must be treated before infiltration. These objectives will be met by preventing erosion during construction using a SWPPP, and by having the site use full dispersion for stormwater flow control and treatment.The site is well suited to using full dispersion due to the amount of native,forested land available and outwash soils with high infiltration rates. ' 4.2 POTENTIAL STORMWATER QUALITY AND QUANTITY IMPACTS Since the site is maintaining at least 90 percent of forest vegetation and consists of native outwash soils,the stormwater quality and quantity impacts will be minimal. The site will use ' full dispersion for stormwater flow control and treatment. No stormwater will be discharged from the site,so downslope properties will not be impacted. 4.3 PROPOSED COLLECTION AND CONVEYANCE No collection and conveyance system is proposed, as full dispersion and infiltration will be used for stormwater flow control. 4.4 STORMWATER QUANTITY CONTROL ' Because at least 90 percent of the site will remain forested and has 1 percent slopes and outwash soils with high infiltration rates, full dispersion will be used for flow control and water quality treatment for all stormwater on site. All forested areas outside of the currently cleared area are available for dispersion.Future RIBs, should they be needed by the wastewater treatment facility, are located within the already cleared area.No future development or reserve wastewater treatment and disposal areas occur within the currently forested areas. Aspect Consulting (2011) performed a small-scale pilot infiltration test (PIT) using a 3- to 4-foot-wide by 10-foot-long by 18-foot-deep trench to measure the saturated infiltration rates. Since the site is located in outwash soils, which typically have a high infiltration rate, a full scale PIT test is difficult.The Department of Ecology allows the use of small-scale PIT tests if such conditions exist. The infiltration test found initial infiltration rates in the gravel of over 1 35 inches per hour,with long-term design infiltration rates of 10 inches per hour. February 2014 1236-2542-045 4-1 1 Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility Washington Stats Parks and Recreation Commission Forest duff covers the site and is at least 6 inches deep,providing organic matter for stormwater treatment as it infiltrates. The parking lot area slopes away from the building towards the forested edge of the clearing (see Engineering Plan Sheets C3.0, C3.1, and C4.1). At a minimum, a 5-foot-wide strip of seeded/planted vegetation will surround the parking lot area to slow flow and provide some filtration for stormwater runoff from the pavement. The stormwater will continue to follow a vegetated path into the native vegetation until it is fully infiltrated.The roof downspout will be connected to a gravel infiltration trench 2 feet wide by 36 feet long (see Engineering Plan Sheet 3.0). Gravel maintenance roads will sheet flow and disperse to adjacent vegetated areas. The paved access roadway will use sheet flow dispersion. The shoulders of the road will be seeded and vegetated,providing a minimum 5-foot-wide vegetated filter strip before dispersing into native vegetation(see Engineering Plan Sheets C1.0 and C1.1). 4.5 WATER QUALITY Since the site will use full dispersion into forested areas to infiltrate on-site stormwater, no additional stormwater treatment is required. 1 1 1 I 1 I 1 i 4-2 February 2014 I 236-2542-045 1 Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility Washington State Parks and Recreation Commission 5. DOWNSTREAM ANALYSIS The proposed design will discharge all flow from the parking lot and roadways into vegetated areas for treatment and infiltration.The location of the facility is in the middle of a 20-acre lot, with at least 230 feet of forest area between the facility and the property line.The paved access road will drain though a vegetated filter strip before infiltrating into the native vegetation. No streams,ponds,or wetlands occur on the property.No visual signs of drainage channels or ' flow paths are present. The high infiltration rate of the native outwash soils prevent standing water and discourages runoff. No impacts due to stormwater will occur to properties downstream of the site. 1 1 1 r I I I February 2014 I 236-2542-045 5-1 i Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility 1 Washington State Parks and Recreation Commission 1 6. TEMPORARY EROSION AND SEDIMENTATION CONTROL Erosion and sediment control BMPs for this project have been designed based on the following principles: 1 • Design the project to fit the existing topography,soils,and drainage patterns. • Emphasize erosion control rather than sediment control. 1 • Minimize the extent and duration of the area exposed. • Promote and maximize dispersion of stormwater into native and new vegetation. 1 • Redirect stormwater from channeling except in engineered swales. • Keep runoff velocities low to minimize sediment transportation. • Retain sediment on site. ' • Restrict and minimize exposed worked soils during the wet season. • Thoroughly monitor site and maintain all TESC measures. 1 Please see the SWPPP for TESC plans and details. 1 1 1 i 1 1 i 1 1 February 2014 1236-2542-045 6-1 1 I . Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility IWashington State Parks and Recreation Commission 7. OPERATION AND MAINTENANCE IWashington State Parks and Recreation Commission (Parks) will be responsible for the maintenance, operation, inspection, and repair of the dispersion facilities. Disposal of waste from the stormwater maintenance activities shall be conducted in accordance with the Solid I Waste Handling Standards in Chapter 173-350 Washington Administration Code(WAC),and the Dangerous Waste Regulations,Chapter 173-3-3 WAC where appropriate. 1 7.1 MAINTENANCE REQUIREMENTS Areas receiving stormwater discharge shall be monitored for erosion and repaired if required I by replacing or adding rock as needed. Infiltration pipe systems shall be inspected yearly in the late fall for leaves and other vegetation debris that may clog or otherwise impair the facility. I7.2 OPERATION AND MAINTENANCE MANUAL Following completion of construction, an Operation and Maintenance Log will be kept by Washington State Parks and Recreation Commission to document inspections and repairs. I I I I I I I ' I I I I February 2014 I 236-2542-045 7- I Stormwater Site Plan for Dosewallips State Park Sewage Treatment Facility IWashington State Parks and Recreation Commission 8. REFERENCES IAspect Consulting. 2011. Installation of GroundwaterMonitoring Wells and Infiltration Assessment. Dosewallips state Park Sewage Treatment Facility. June 2011. IEcology(Washington State Department of Ecology). 2005. Stormwater Management Manual for Western Washington,Volumes 1,3, and 5.Prepared by Washington State Department of Ecology Water Quality Program.Publication No. 05-10-30. I NRCS(Natural Resources Conservation Service).2014. United States Department of Agriculture. Web Soil Survey.Available online at http://websoilsurvey.nrcs.usda.gov/. IAccessed February 14,2014. 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C.I cil 2 n 6 > '7- ,k 5 5 i 1. P z n --i til 0 Ci0 ik M n.Z 1 i 1 I CO > FR 3i:21 0 Cr) M > VI CA m En › , N... Z 2 24' k.- - P 0 En r• x- > rn * cn 0-i 0 1 - '.'-' -', > a ai › IL- ,-1 1 „\t. :S. -2: ,...,,-, 1.. 0 1 914 ' ... .17::;:: 0 73 0 q rn 0 k5 T, w 6 o > -I PC -• X n 71 c) . - '...'. 5 ..0 ,c. g P Y ; .1 A A NO. REVISIONS INT. APP. DATE - .....---*------- 1 4-- - r n1 n N I \ I / `\ 1 // ....a.'.n.; .;v .tea w`5>.i'j';' '�%"y%'.-E.5: P I E 0m • • • }�. '• • IIr.• Y I r: :•-iyt•'� t 1 • l':"1.:,/.;::.-1•: .1%C.14 .�;f- . \\ — Il \\ — 1 1 _K:n, te.i - -I k$:;;:',...-;;.7.,.:-.?i::.. 1 " 1r s ;,;ra 1-,:(,t';':'..-'-e-.4.'''1;N. r. /.'N I 1 I 1 r;-..4;tsk A:f. ! 1 r t dll y J I. .::.'s::./txs —}--H---1 t—_-1-----F1 2-4>i '`'.;;-t�; . '. 2.1 I zsaau', PrnL 5 ,y-T.; frnl L g rni I1 ti:. •'j4. Z I11---: I. y •1' . � r „ .:r,_ i_/ p..1.:' •^j ';ii<:•. ' � s . : ':Y:..t-4.:f ,�1r.i_ -5' C_L 'e. ,y .. H:,,;'. ,t:l .•ie. • , , ,. . t-'„-:�::-j.•':7,.)- .; rr,7;..a. 6,f717tir.+:iyf,".., 1�' , 'lr31;.i.f , 4� E"T. .'i • _t':7;3:: is i.rr: ,.,.;-.:r"}:.. ,r: 'I.y,j}4:.✓,Lt,:�y.h_-,..iFsy:'. .afmoY ^.,y - '�.: y.:�� r tr4 "f �.� f'..-i,.. !,.ri' in.:v� e; ',•,.1. .r•c )t'�.'<i' . 'y:•:I' -"-_"- N I '. e • . '�' i` ,.: •h . : �: S. .",',.. a - .1 . • _ ' Si`�Lr' .. 'g] Y• r^ ▪ , I. 18 8 o IS I g g Z m g n g / W ~ 73 Irk\ �\ u ilk A I1\ • lia -x-------x \ _ $ Cis II! I c I!¢5 - 5.1 \ W A rDf x 4.(i. Hi n CnEn til 1 rn D O O AIA; ,_,, tz; T 1-J .• i NO. REVISIONS INT. APP. DATE NM INN INN Eli MIN NMI IIIIII IMO MI ENII MOO MN NMI INN NM MIN INN MIII MIN d W N t- I 1-14:.:: .i -� ass O m $ �"_ N 6° ilii .i '� . _ „� � ' � � � Ir m �T [[r.�� cy v, PI art 1 ,..• ,mgi s 7�Ag+EE j zAZ 5: i0 • 1i /' / 8fi0eal �1=8i5 r” S �2 �4 mz 04 g m 5. 5 N C • Y- Olg di; 5. 14cP til V; c PAD GENERATOR I • p M.M4 • A DI mli _ : 1a . I pti °.x E,'z WYgg�� JJAr It18i T� 7 '4 83 • • el NI i � I▪ !• h 1 • r,0 '''i N /I i' S 1=19 P __------ , � 1 r615, o= p i N N • .r• rY: m Z••4 • A� m=FA =r\� ✓•+ Ay•�! N r• Fm 8ppp1 9E 0z O , u r•'*•-.•';:: 38 B T N S (' I. v : x I x t _ 1\1p ; �4 �. f14r t T'':,:'iV p 4ff ,j•'r�`.y�Y:.. f ''� �v T y > } i h' t i•r :{ I g �_ N iti;-"" i A , Z s1 r, O [ j 1 tr 2:: r i ^ ;' •.•••••..,::‘E ':••• a ... .'� / 3 I`-0 1 x r.:."+. .r,. ....-1,..„1.'.':;...4...1. ..; y. 4. • �.*.1`', Yi.V.r) 7•r r .'_ :r., it'''t� ',y rY �a:r .1 s.`". .. {:}:•. ''ai.'i �.'•J'. •'Y. Z . :.1 .,,�.,.:. r:. E.: ' .,..i,...;',., .,•`y;.. .. ...... Yv C"! l 'C4�,. r',.:.�r •^B T I ..1' S.c' ,trt.•tf:_. :.5! • .:'1`. .�.;;i':... :a.. 4i: . '''',,: /i`'•'?4..(': UM NM MI ME MN ME i MN a. NM I- me NE NEI 11111 I= 111111 N Y Z stiz AtAg .c 5y5 O mMk a 0g Ag, . 1 11 J V V 3 Gl �4 gi T8m 1 _ _ Yz \� Y� z li .n �3 bl..VI LJ �' b b ..� , l i VII OT. T T W L5 g ti v N l 3 1 o pmFg pi7P `:;tri:'.:'?.'C` i?',. yy VU � Y VV �� ��� y/ 2 1 li E n m Qo zz 1'1 I -- - - 1 ; ' 0lm0E3 a W3it 1N.po3 z xr, T r.w �g 4 1 I �v�%� xz c 4 0 � Pf I � z l I� Z V III 21 IT l I — GI �" rnz m= m1 -irig ' $ mz ml LA kJ �.. � , g rn ;: NWY � Pert =1 t 3�JZ4 ml $ lz % ,' ' . ' C ..; , . ,rt9Frt, , '. • , tiii :- . r . 'Se. O. m • • 1 Y mZ� � �nmz� iirp- I MI -ir--- 1 -- II __ II -—1 � ' t1D� t IQ s T o z m - 5 2 2. \if ril 73 �� {J N Y �--$z , r I i GE \ im og � mz� •IPPP •• g PI g -Nil \ spa NW e g g x. 8 Y N 0iY$ E ffi m A i (f) 0 tri g 0 ' .i N O z g zz < Q � irn i' Y Z z zT `` N , Y Y C W N M O O I"� + �' 110. REVISIONS W. APP. DATE 2/ gr flu jI Pffi:y 00 - g In 2 >'`. TYP MAX sc moi ._ a 1------' \ •• z tzi ril....„, 1 ----.-q j , 1 1 \-1:- LI 'f\l:.N''''I>%:."'' 24" 0 Ill: i N. N. ilm % 0,g 1 P =8 %4 _ 8 .1I y A I. m G R 1g 0ODG 82 425L' Q w '�' ) X 1 EA Fl v �p gg �Q p vrnm g GI€ 51 Ufa !S 8 1 7'! v ® N Qz Qo A L F r�A r1r; I ,i2 n S J v nEvk 11 mfr 4e' �; 8g �� g = i 1 — i � �� y /our�\ /Ove�� . P orl =5t lk Urn % O o, TE HEI HTPI' �� DIA+9' 1 ' 9.x,-1 , 8y 2 - 1g5 i1) -1:4 �irn � ,� aDv=,'� �o$ ■■ I1 4'r^$ 1 mag 1 s'i . * ''''11 5i W rl P-ii- -2IN \ R .. N ffi of Z g z s Ilii iii R = m m m IiiiIii Obi I4 P '''' 1 P Ro eg i 1111 1V1 m V P N ? W N 1+ sc M1112"12' rn 111V ", '�`�� �j ggg J.2 02o O� q (� z ig O 6 Qy za rcg ITSIII `/! IMG 152 Pa �Ip Ras� -i ngF n ,� �' O�Rif s * _iiii r71 I X9 g 50 k. a 7yy D m iCS P rl g v k i 5 11- y f.1 f. t F oT" G1 p rz . g 5 ? R�„ 11 O o DAN ni h 6 �- \ i i " 1.,, in p n —i *ni rri . E2 Li. 0 1 ,.' 4 n; �' z4 r" G ZZ Z ' 9 ' g g b s O o � 2 N0. REVISIONS INT. APP. DATE ME EN II1M EN NM EMI 11111 NM 11111 Ell IIIII NM 111111 Ell NM EN MEI MN MIN • =O z = 1 O Z„ 6'-0" fi g8 g YO C) g� ��1ty II ♦� O Zs. d t../....:11 -*Ns \\\(rsia(IL/ (6[:t 1P-.SIZI I r.n; \ ,/,., .1 t:) "'Pli> /// , r' s /\4 I SIa y ♦�1 NI r 36' v Ail:* 4 I IZZI e 0 ,,, . r ( ' 'Nr.♦� mZ �� 3' Am' 'II 8 b 3z 4O o c� :ay v \ ♦' 8I € �^� 2iitivo �pr�i z m v. .- y ° _ wz 6"MIN • o 1 - '4N•• g °A„ r3 n ti OIp m Rl m a ms lQ iI .. - - '( � ICIm �—"I FI I Z Dim \�:a:;::' ii =111 O m 9�i/ Tl� I= g m '111— X11o D o r � li. III ii= i71. b_ ,, iii AO A &, 711.111� _ i m , a la gsio v PIPE 00 6" T ESQ 1. e.,; \I ! I 113 N A8 Iii ;nq I I'.••.�.• \ 1. y IJ 6" V-10" .*44, 16 II rA �� -*1. s 1... -r, / • � � �" f / ►����� ISI, r— 2 b g 8 \/\ �4 ��� -' P N z 7, \\\ 4 ♦��1 I M Hi z, 3 Z GI Se] .,_-n ';' n PI lc, c) N 5 g§ 10 10,411V1'>\11.M . 40,, 1 . '171: ,..N,,i C, RI 6. •, ‘ 4 Err:, E SECONDARY C)4 . r5i 3i\\��� •,'�. - X24"COVRI sl ,P, : z • $ �m'\\,,�!• • L -IVA i�r•i ,r� 6"MIN[n �{.. . . . . . .... / r; GO PRIMARY_ \\i�'111 i �� POWER�/ i�6.�IH1 `s1 II �� (36"COVER) °• 1 �` 42 b t l V 11 f! 3 1 ;K- g n o m Lasy1--� y P m Q 4 n V 3 0 v O D73v) D2 v� tri x , 'i 9rn IQ ray fl p p 0 i a m z Z = Z j o I .. - _ . 'P NO. REVISIONS IN[. APP. OA'1E 111111 IIMIIIII NEI 11111 11111 IIIIN Ell M11 MN NMI INII1 EIS EN MIN MN MEI NM EN 11111 o=3 8 3 $ 3 p TO T m 'T=12 Ap3 nn A 3cf0 GV1 gg cig zrn n g'.. 5'OF E%I6TING ymD4 OAlzmmn 6z1- Oz zv m fir•.. 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" li 7.0 Z I. io �\ SRgO O.- AF-1 il m8c IA 'a -11 Z �_ n m Ln N2 • , rq z -11 mm'" Y 12" v ", u=. i 3 1 6" _-1 Z f-.._ Ll') q a 'ki! g � 1 mrT' (r) 0 O n6 0 [L-ric/-, C oP o IA CI Q 3 n D t,N.Dr Gh m rn m 74 Z Z ; O - r 9 N A > NO. REVIEW/NS INT. APP. GATE INN =1 OM EN EN NM RIM EN 11111 MN En MN EN MIN 11111 11111 11111 MN ME �o m y 21 mo D, - G '2 m o� 8 DC .- z1 -..^y c* i N 1-. T $ s , �ky om5 • rmOP O aI a m ‘41ApW8 ffv $ , \ 20 prti O 1LE1 ,o_< 'ND2 n P KP NCa A 0 IBI $oaSR XF� F D OEEi �� //J O m rri IBI/ -III .. T goP JFL: to i l 0 Wo I u 2on 3 D m R3 err m ;SS D g Oz O r Ay m v .M N m U .w- I I g F T ~ O �i P' 0 ", n zo v r �% m% w //��\\ o %/ I\ / • ;110:79Nar' i1��.y�c�� III __ _ _ 40 4 �I ti Fhs trfl ->\-\\\/r;t; 41, C3 Z 1:441 rt.! ta Z ///��� .-;',-5,, ,',-E,-,-, 2 IbE 7340 \i •�e4_`. Flit In-�������r�:f //\` m t i . , —41in :,=:=41,7=,-fk;;;.,•;_ir, 75%OF TANK DIA/\/4\��\\/\\'C\1\-' m �% p 12"BEDDING �/�\ r ' S Dmm I m :: O 1 F. a p m On 2 C ci O''2j LI Oo A m .8 Ag si. 21 a pj 1 a yn 3 it •, IBI N r r x m p i°°, , Z w GI°I .'- m� \n >m \n 33 MA.GI a 111 ! g t m> 1 0� p 2N 3 a r- ymyo pa O rm M ra' D T .]W DDCAT A f3 Am 4 D O rn P�5 m 3 C nTpp 3 Ni-”G1 2O 9��l o g i gs4, y V° a. 3 12! e* 1 x' G mT 0 n tar D D tr) D ,� l�J rl Ifl NI \ 1 F.1 {TiCC T i N '` - a. _ _ a A NO, REVISIONS INP. APP. DATE II= 11111 1111 MN NM EN 111011 IN. IIIN 11111 MN M11 Inn Mil Ell =1 NM MN MN N Y y a 61' V$0§X $? m v0 man gFOmy 0S o O2pN" to =A Rmm •- el4i M , 0 Er meoay r \ x ,T,. ,: i• $ �j .3a= A / p 0` Gj3N G " z v.`ice /`� C Sao >: O / . Y_▪ m / 0▪00 / E m � "If . • ,..„1 i �LC V 6 j 1 o6.13 N i oz l 4. y 2 A N i ,i 0 m v 6' 8i Zai i T>1. ^, G]n�j t \\I ct „1:-.,,,,,,•:2 .-c\ P. .. 20' x = //�. N M r mO \ ��, `l 0 8 Z \/,1. /,?.,5.\\,,,, lr /IN z X.M 6" I 12" e\ 9F . q ` CAr � i aniir- z %RA���' � � � m %141111#r I: 1 •1,:;23. .�, m , . !/ w /� O y1 m Gr.•: -4 $ . i j/: M a d ���N vmG1n mZ .:3mo3 \ fill 3 coi$ , 7 4.1 F1 1 rx 4 2 F aQ m 0 flUir 0 > ,E,,-; . e se, 5-1 1 se p Orn DXrn H 7d cn tyri x g �� vit ,z ons N. a n o _ • A N0. REVISIONS - INT. APP. DATE 1 1 I 1 I 1 Appendix B Basin Maps and Soils Information 1 111 I 1 I MO MN NM NM MN MN ME NM NM OM NM MI MO IIIIII MN OM MN NM NM F, a w N {� n RI Fi8mgg Mg Iggg g pg 2C?) 12�1°1 o3g1 R5-501 =a i5:4 "-I Pim gg° F 4=80 1§ o ig89 � O n - - 602344005 � _ss CHURCH ROAD og; W5 Pig imro mm3 441 Om ��;:::• _------__-_--1 C OzzaR rq p Z gpl Y 80 qi lig ':.,iA ! I Rwl ��{{ Zs$ r. T I�ypggg+r =mmq4 pg`4 $ �m �{in 11 QoQ 90 0 14 I I hzE '1r B al mrgg bnO Z Z - I S �1 I m li 49L113 �i1 mg Q _ - �1 G� ' A vv511 $C . $B. n, II Ri I Sq 8 � 2 ia � 11 Z 41 I L21. S 1 w 1 a b m V Tpp3p yy Im111 C !pIINigPi I 8Eam c3 RN < m I ligo OP m rfmi3RRC "14I 11 111 I p Imn®Z x36 zgz vA>n r 1 I l o 1� 6A RB me 1 Ii ,16 �8 41 1 IA 24 p 11Ns3 z^1u`yoxi1ml GO J®2. Roo m a4 ; !,,�;' I '101 vi B0e193 Fmrq1 3n -7N0I I_ _mr�TmHo c 3 w ( nN A laO S w 147. CAC a _ l r - - -- m S I , 1 `'�' I ,,,' ig ,...,_,4,, IZ Yo a Q p I � �° I C 111e ` - - I 2y Age °R- ( I 'fi g n SC ///'��� a Ciao / • ruAN ry� m VH WO ` J O t�i ii vJ �VV�on I O R n Y 1 d §p ~ KtA 0 I �elv h J o Il�r 71 A a �atoW'+r Si I dM hi N {--- Ck' id�� r£ 1 8Y gg • 1 I YG y7Z_ `i i??1-�b1y� z m ilk 3 AoZ1 4 Q PI >�$� 1 ly I w g Il l; � „ 4, , I VI = O r m _ r -., , . ..p.- . - -- _ T._ __ _ -__ F-�- Ijr w 2.3 I a N N I al g i � �, n '- c. yv � m > 8na oin ,_ -ID In v 173 rn 1--1 1 NO rn 4i az -- h�l 17zDr- O O z� ^ . z z f ° dh ; - RPV$]gryg INT. IRP. DATE 11E11 INIIII IIIII 10111 MIMI IIIIII INIII MIll IMO MIMI 111111 MINI 1.1111 IIIIII ININII MINI MIMI MIN NMI -CHURCH ROAD I - - - - - -- - - - - - - I , I �;,:` N 1 c jai_- I I 1 — — , I I 1 1 1 I I i "3 I s '4.1.`i 3 I I 1 I I � W I mo 1I z I I SS �v�0 I I $ I 4; • 0 J ~/ 1 I 9q I 1 . I I i 9 7 6I Io g 6 gI t r'F .� __ EZ -1I yy A 2 .� �DQ� ml g3": R0 �r36 d � p� "f illI gg 18 J a` '� i'1I g 1.1 I srr...,. '.i�fi:�. -3 97 I S I it,'� �I�D- f, I �� Ni m I Ill i Jy' -. �.0 .moi �\ �\ I1 g \I 1,____F a v o I �, mz,< 'i-I p I W 111 I $!-` r z a 1 til - , Ci" d O += 7ka I — _ __ W N M p 1 f — — — —J N 3 l° I 3 .67 z.-7,__. I f I 73 ,, ,p _. , a_. . i I I IP' i 0,, 1 I - -__:_____" IIS . X.. Q'; I ci 9 E is rn tn (41 Eli R rnO � Dm � O IFA � � c� Cz'7 x g) ! - . � � � e a �-x7 qrn � Dn O O z � r" � G z z z • * � N /ry) • F.: N0. REYISIDNS INT. 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I Nm y 858 ,0 22 a o c .0 ad a) EE mpa� ° moo H > - Z m p � ad E LRNN0 Na) pa) p 0 O m a—` L L O m 'O l0 p L O E N 5 WEnHaE o5U 2a3Qi3 r to o to ` ciN ro._ o I L^LL ct CO r2 o O 0 UY I ' • O R 0 n m� a °o N 6 m m n J c o 0 c 0 $ c p c = N a a as o co 9: 2' 0 o s Z o N ac a g U O a z z,-, a g t S o •t; a m ■ ■ ■ o Fas ill ■ IL 0 W J m m a a a N N a o I v rtsc ca N O O — C c O o m m N NN Y Q O T jC N yvy 0 ¢ 0 ❑ a tJ ❑ ❑ ❑ t ❑ ❑ rn < a m m 0 U ❑ 2 rn ¢ a m m 0 U ❑ Z oa < a m m ❑ ❑ ❑ ❑ ❑ ❑ ❑ 01711 � 1Z ' o ■ ■ ■ ■ wz w E of I QN a) N m c O m O CC m R y m n) C I Z 0 II' I I I Hydrologic Soil Group—Jefferson County Area,Washington Dosewallips State Park MBR Facility I I Hydrologic Soil Group ' Hydrologic Soil Group—Summary by Map Unit—Jefferson County Area,Washington(WA631) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 1 GoC Grove very gravelly A 39.7 95.4% loamy sand,0 to 15 percent slopes I GrD Grove very gravelly A 0.4 0.9% sandy loam, 15 to 30 percent slopes HpC Hoodsport gravelly loam, C 1.5 3.7% 0 to 15 percent slopes Totals for Area of Interest 41.7 100.0% IDescription I Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. IThe soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes(A/D, B/D, and C/D). The groups are defined as follows: I Group A. Soils having a high infiltration rate(low runoff potential)when thoroughly wet. These consist mainly of deep,well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. IGroup B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils Ihave a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist I chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture.These soils have a slow rate of water transmission. I Group D. Soils having a very slow infiltration rate (high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer I at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is I for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. I USDA Natural Resources Web Soil Survey National 2/14/2014 Conservation Service Cooperative Soil Survey Page 3 of 4 ,SON Co �� `2� JEFFERSON COUNTY gsH'NGlo2 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 9/26 Time Received: /l:(Q (a-jpm Mon Tue. Wed. Thur. Fri. Date: 9/7--/ BLD: 14- - �ab9 Contact Name: Owner: Contact Number: 360 2/4.-/l5z Address: 152 €,un.P. Cd/' ,u -- 206 Notes: OLD 6‘4//3 PE13FJR 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 ASO\ CO ,/,S/W/1.0 S N° 5 J R- 4�e °y, JEFFERSON COUNTY YYY {4. DEPARTMENT OF COMMUNITY DEVELOPMENT ii- Date: 9/1/ Time Received: /( r /Q Opm e Tue. Wed. Thur. Fri. Date: q1/ /6` BLD: ' 4 - pa p 69 Contact Name: Owner: Contact Number: 360 y/4-. //5z Address: /62, 6Hu1ZGK G. 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall k 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 lisq.„ JEFFERSON COUNTY 4. DEPARTMENT OF COMMUNITY DEVELOPMENT Date: (�o/S'Time Received: / 175 am,' Mon. Tue. Wed. Thur. al Date: BLD: /Li' 9 Contact Name: Owner: LA)/- 5 T Contact Number: 360 /./471 //5Z Address: l �Z C-12 yfre,g-tt 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 „,`' N, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT A� ll 'Syf NGK° Date: 6 Time Received: am/pm Mon. Tue. Wed. Thur. Fri. Date: BLD: Iy ^- V, Contact Name: Ri.c, Owner: Contact Number: 360 Address: 3 �3 L 5 I�� . 206 i Notes: p CIC WU-Q e 14 ` i [ - le}F�c fror,-, it„ 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 ,t, ''c+ Cbe, JEFFERSON COUNTY w ' DEPARTMENT OF COMMUNITY DEVELOPMENT 4'S y.r NASA?' Date: 1 _Time Received: (Z`-t l am/ Mon.) Tue. Wed. Thur. Fri. Date: 7.---14, BLD: ;L[.- 6?°1 Contact Name: Contact Number: 360 2 I //j-2_, Owner: 206 Address: i ). ell.;r+1-LA Notes: (2,..1).-)Z Framing Plumbing Propane Tank Mechanical round Furance Under Setbacks Under-ground Framing g Gas Footing Rough In Air Seal Above ground Stemwall Hydropic Exterior shear Exterior lines OilDucts Straps Hot Water Htr Interior shear Interior lines Ventilation Appliance Post Hole Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues, at this time, we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us, assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection, around 9:00 a.m., we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection, a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed,and a re-inspection fee must be paid prior to re-scheduling another inspection. Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. t 4F o- NJEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT kr NG, Date: Time Received: © & 61pm Mon. Tue. ed. Thur. Fri. Date: v`Z (4 BLD: 14-0 Contact Name: Owner: l0,-)`e6- -5 -7 Contact Number: 360 2/Y //5-2._ Address: /5z- Address: I‘-3—Z, CU c: k-A2D 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 ndation Wall Address Posted ,i.ck& He Ceiling • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues, at this time, we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us, assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection, around 9:00 a.m., we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection, a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed, and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. oN c 4 F� °�K JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT r 1� Date: l "1 Time Received: a.,0 amen) Mon. Tue. Wed. Thur. Fri. Date: (2 _ t 2 BLD: 1,t4 - VI Contact Name: Contact Number: 360 5-75 3333 Owner: �__`` 206 Address: 1`51-- )tircJ 'R.0 Notes: Framing Plumbing Propane Tank Mechanical Setbacks Under ground Framing Under ground Furance Footing Rough In Gas Air Seal Above ground - Stemwall Hydronic Exterior shear Exterior lines Oil Interior lines Ducts Straps Hot Water Htr Interior shear Appliance Post Hole Ventilation Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling FSO JEFFERSON COUN1Y DEPARTMENT OF COMMUNITY DEVELOPMENT . ,SC am� Mon. Tue. ed. Thur. Fri. Date: �Time Received: „2_0(.0 Date: I?-3 Contact Name: BLD: Pt— &� Contact Number: 360 ;t( '' j l 5-'7....Owner: 206 Address: ( ^ atui;c - # Notes: Foundation Plumbing Framing Propane Tank Mechanical Under round Furance Setbacks Under ground Framing g Gas Rough In Air Seal Above ground Footing Exterior fines Oil Stemwall Hydronic Exterior shear ys‘Straps Ducts Hot Water Htr Interior shear Interior lines Appliance Post Hole Ventilation Underfloor Gas/Wood stove Insulation Man Hames Final Inspection Setbacks Floor Wall Address Posted Foundation Ceiling Block&Tile 4ti*5°N 2`0, JEFFERSON COUNTY / . DEPARTMENT OF COMMUNITY DEVELOPMENT 0-2 am/pm Myr Tue. Wed. Thur. Fri. Date: till___() Time Received: A ) Date: t Contact Name: `� Z-q Address:BLD: Contact Number: 360 Owner � ' � � 206 Fker_b Pok,f Notes: Foundation Plumbing Framing Propane Tank Mechanical Framing Under ground Furance Setbacks Under-ground Rough In In — Air Seal / Above ground Gas Footing Exterior lines Oil Hydronic Exterior shear Ste Strap Interior lines Ducts Hot Water Htr Interior shear Straps Appliance Post Hole Ventilation Underfloor Gas/Wood stove Insulation Man Homes Final Inspection Floor Setbacks Wall Address Posted Foundation Ceiling ❑In,-1' 2.Ti Io V PC 1/ °2} JEFFERSON COUNTY . , , DEPARTMENT OF COMMUNITY DEVELOPMENT S'rHl VG'" Date: /04& Time Received: Z am/pm Mon. Tue. Wed. Thur. 410 Date: In, 17 BLD: /IF (09 Contact Name: Owner: Contact Number: 360 ,, /'f 1/52 Address: /�, dithteit. /77 206 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 x 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 e o- eoG JEFFERSON COUNTY ���/ �" ' 5 ` ` DEPARTMENT OF COMMUNITY DEVELOPMEN 1 9sX0 I 3 Mon. (-1---u: Wed. Thur. Fri. )ate: 61/s Time Received: �. L a 'p Date: 9/f/ 3LD: 14 - b oot4 Contact Name: )wner: idAS/+ Contact Number: 360 f34 4453/ 206 ddress: /52 Notes: Foundation PlumbingFraming Propane Tank Mechanical Setbacks )( Under ground FramingUnder round Furance er g Gas Footing Rough In Air Seal Above ground- 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 Jefferson County DCD Building Division Correction Notice PERMIT NUMBER [ (-6CL OWNER JOB LOCATION 1. ,5'Z [ 11t-- ©pe,ctiono f this strue has fond thllowing violions: J f✓ '" r� Gr 1",_ tL�Y" eDvak — .a`-�- ^�✓ G! 1+ . w� . u5 c,,r cam{ 00- : - 4(46, 3,6,Q - - Liz-W-0 • You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. / `7 h/� Date (ell q/ P5Inspector / BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • S __ Jefferson County Building Division Permit Number: BLD14-00069 Applicant: STATE OF WASHINGTON PARKS BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Q,C_t ' Erosion Control ('-[''_`/1 TT Foundation Footing c Footing Drains Foundation Stem Wall eql v,,rte{ r� Underground Plumbing _(J 1_.(L/� Straps(hold downs) t Ext. Shear Wall Nailing /,t 7 , g.14UR-Y R• ough-in Plumbing 'VW i4 Framing /OW rt/ Airseal Insulation:Walls /D)/7/ M4jr1 &.oeic 4JAL6 �sut,>;rr�v Insulation: Floors Insulation: Ceiling 41-1/1f- Lvtu„s o,,,_to hew e- t r i o Gas Line: Interior ll// G• as Line: Exterior Propane Tank M• echanical Systems Fire Protection Landscaping Parking S• ign Exterior Lighting A• ddress Posted SEPA Mitigation Miscellaneous Special inspection reports shall be on site with copies to the Building Official System Finaled fanning Approval Require letter from Stormwater Engineer stating that the stormwater facilities wore installed per the approvod plan dated February 21,2011. 2q) 4 iwu, p,-.41-1.,91 L D ct-4<4---> I )411(1C A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • I CONDITIONS for Building Permit# :BLD14-00069 1.) HOLD - Final construction approval of the sewage treatment facility to be completed prior to final sign off for this building. 2.) An Engineered Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 3.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM JENIFER RAMSEY WITH PARAMETRIX STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE"STORMWATER SITE PLAN FOR DOSEWALLIPS STATE PARK SEWAGE TREATMENT FACILITY' DATED FEBRUARY 24, 2014 AS STAMPED BY SAME. 4.) The site plan as submitted with the Building Permit application on February 24, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated April 9, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 5.) The storage and handling of inflammable liquids, liquified petroleum, gases and explosives shall comply with rules and regulations falling under the jurisdiction of the fire marshal, the laws of the state and other local ordinances. Bulk storage of inflammable liquids below ground shall be located no closer to the property line than the greatest dimension (diameter, length, or height) of the tank. 6.) Provisions shall be made for necessary shielding or other preventive measures against interferences occasioned by mechanical, electrical and nuclear equipment, uses or processes with electrical apparatus in nearby buildings or land uses. 7.) The intensity of sound emitted by any commercial or industrial activity shall not exceed levels estabished by the Washington State Department of Ecology under WAC 173-60, and by Jefferson County under Resolution No. 67-85, "Establishment of Environmental Designations for Noise Abatement Areas for Jefferson County." 8.) All noise emitting machinery that cannot in any other way operate below the maximum permitted noise level shall be housed in a sound-attenuating structure. 9.) 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. 10.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet(30') in height from the finished grade. 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. 11.) The building height is not to exceed 35 feet. \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 4/10/2014 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00069 Received Date: 2/27/2014 SITE ADDRESS: 152 CHURCH RD Issue Date 4/10/2014 BRINNON, 98320 Expiration Date 4/10/2015 OWNER: STATE OF WASHINGTON PARKS PHONE: 360-725-9763 AND RECREATION COMMISSION P O BOX 42650 OLYMPIA WA 98504-2650 SUBDIVISION: Block: Lot: TX 1+ PARCEL NUMBER: 602353005 Section: 35 Township: 26 N Range: 02 W CONTRACTOR: PHONE: PHONE: PROJECT DESCRIPTION: Pump house enclosure, operations room for new sewage treatment plant, and equipment pads TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 1,250 TYPE OF IMP NEW MAIN: 0 INDUSTRIAL: VALUATION 800,219.00 ADD'L: HEAT TYPE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: 1 PWELL Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $5,327.00 MEB 03/17/14 148479 Exist: Plan Check $3,462.55 MEB 03/17/14 148479 Prop: 1 State Building Code $4.50 MEB 03/17/14 148479 Total: 1 Potable Water Application $67.00 MEB 03/17/14 148479 NUMBER OF EMPLOYEES: Total: $8,861.05 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