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HomeMy WebLinkAboutSEP2014-00086 ocr i Ki rcrcwii i I-yr-m.1%Am t 11%)111 PROPERTY OWNER Gerald Lasser MAILING ADDRESS 1611 S.Lake Stickney Dr. Lynnwood,WA 98087 PHONE (425)742-1178 SYSTEM DESIGNER: Michael S.Deeney Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 4 Township 28 Range 1E PARCEL#978900118 Subdivision Name Olympus Beach,Lot 64, now Parcel"C"with BLA#115490 Division Block Lot(s)Parcel"C" Site address/Directions to site South on Oak Bay Rd., left on Verner Ave., right on driveway approx. 300' North along Verner(contact owner re: gate code), approx. 700' East to 90 deg. right, approx. 900'to project site on left 1+014 1 Cory ws 1.A SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New X Tanks(s)only Private X Residential ADU Modification Public Commercial Expansion Community Upgrade Repair SITE SIZE 3.38 acres SYSTEM TYPE Partial Repair- (tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#ZON08-00048 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 360 Soil type 4 (attach soil eval.) Application Rate 0.6 gal./sq.ft./day Drainfield Length N.A. ft. Trench/Bed Width N.A. ft. Trench/Bed Depth N.A. in. Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal. TYPE OF SYSTEM Glendon biofilter M31 By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry . Appeal — A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future pli tion wil a separate! ' dged by the rules and I.ws in effect at that time. �J �r�s a r% 3-5 loci Property Owner Signature p Y 9 �- � Date FOR OFFICE USE ONLY _ J id/ / j 6 PARTIAL 7/7-1/7 15" IiV ASBUILT h 4�'I ///f5` FINAL % (`J A R VE INSP/PUMP TESTC/'tt/J ED `6\•V \\.) `1c\-_ ALL HOLD REQ. MET 7 p Date 01 -3 M Fee 1 I/ Rec# / Q� L� Check# I�f', i/ Case#SEP / 000 O k? JEFFERSON COUNTY PUBLIC HEALTH qs 615 Sheridan Street•Port Townsend•Washington •98368 NI Nci www.jeffersoncountypublichealth.org Phone 3bU-33b-9444 Fax 3bU-319-44ti/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00086 Date Received: 06/27/14 Date Issued: 09/15/14 SITE ADDRESS: 241 CORNUS LN Date Expires: 09/15/17 APPLICANT: GERALD W LASSER PHONE: RAE DEANE L LEATHAM 1611 S LAKE STICKNEY DR LYNNWOOD WA 980872035 LEGAL DESCRIPTION: OLYMPUS BEACH LOT 64(TAX 148)BND BY BLA#115490 PARCEL#: 978900118 Section: 4 Township: 28N Range: 1E DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: Type of work: NEW Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 1,000 gallons DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction and development activities must comply with all permit conditions, state and local codes, and Recommended Standards and Guidance documents in effect when the permit is issued. The property owner is responsible for the accurate location of all property lines.Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is uncovered, all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once. Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended. This permit may not be renewed. Jefferson County Environmental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP14-00086 1.) The property is encumbered by wetlands which limit the buildable area. Compliance with the Mitigation and Habitat Managment Plan prepared by Westech Company (received January 13, 2009) is required for development on this site. Mitigation conditions will be provided with building permit application #BLD14-00235. 2.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 3.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to high water table. 4.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 5.) Contact designer prior to installation for staking of drainfield area. 6.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 8.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 9.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 10.) Dry season installation required. 11.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 12.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 13.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 14.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 15.) Compliance with the conditions of the Site Plan Approval Advance Determination is required. 16.) This system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD. 17.) 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. SEP14-00086 Page 2 of 2 \\tidemark\data\forms\F_S E P_Perm itm od.rpt 9/15/2014 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT „, For RECORD DRAWING 0 Designer /1-7/ /e-/,15C.- Permit # SEP /4 - 0© '8 ) Installer L VSA/ /t✓IV/LLQ/ QL.1> 7-Xe:.�l c-i'7 A'& Parcel # 5 78 9®0 lis Electrician Design Flow 342 Property Owner 6 /-z...14•,C; Z.09 s'x ;/2 Site Address 2 4/ G®" vis Gam,/ P T Z. L')4cw, l 9B 3� Answer all questions or indicate NA Tanks, Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) /C/' Z core; t/v/zRit'F L,"s#c>c-°?z T ie T- � B /3,/j Pump chamber (manufacturer, size) 7 -34:10 9—/ -/ Screen(s)and/or Pump Shroud (type, location) ie-/-''Z V UL7 tri/L31aT"USe -2/--- Were Tanks tested onsite for water tightness? Yes / No Panel Model 44=61,4kl",/ /PTimer Model )4476 ,11/liv.12' t-Zt-/J Pump 1 - Man./Model VG X ) ! Flow Rate l4<l gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank ZZ ,Off Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off- (;, ci " On - /67se-c., Veto - z 3 ,o" Off - Alarm - Z 3-C3" Veto On - /O Sirc._ Storage Above High Water Alarm 3 gal. Veto Off - /4/-7,,v, SSG, Dose Counter Reading 2/z:,4%str-s' 4 v1s�S # gallons/dose z, �a Elap. Time Meter Reading ,/'--/-/. vSk-- c- Pump Throttled? j/ No Dose Drawdown (in inches) �- l Pump 2 - Man./Model Flow Rate gpm Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank Float settings (above bottom of tank) / transducer settings Timer Functions: (above bottom of transducer) On/off - On - Veto - Off - Alarm - Veto On - Storage Above High Water Alarm gal. Veto Off - Dose Counter Reading # gallons/dose Elap. Time Meter Reading Pump Throttled? Yes / No Dose Drawdown (in inches) If additional pumps complete this info for each C:\Data\Wpw\County&State Forms\Jefferson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 12/01/14 page 1 of 2 , Pre-Treatment Date Insp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location Sand Fill met design spec? Yes / No ATU (manufacturer, model) Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe Size/Sch. l sc/{ 4® Mani#s14--Size/Sch. / sc /. 4� /3 —/ a-/5 Orifice Diameter Lateral Size/Sch. Barrier Material Cover Material/Depth Residual Head (lat.# & ft. Head) Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep. Drainfield Length ft Width ft Depth inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Other Aguaworx panel settings: SWarn at , ZBios at id7 , Autoclear set at /65 doses min-sec. '*43ifc,6-/its„e-r) 1Z: /e/2_ . D ///s,1 }'-/cry Health Department Inspection issues resolved Yes / No / NA If yes how? Users Manual Provided to Homeowner u/s ?7V /5-e-c2P 1 L>1,syew,� s Date Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I certify the information provided above was verified by inspection (with exceptions as noted, if any). I also certify that this on-site system was installed in accordance with the approved design and verified through periodic observations of construction such as site plowing for mounds, pressure testing with all system components exposed (no backfill, except over transport pipes), and final inspection of the completed system (with exceptions as noted, if any). To the extent revealed by these periodic inspections, the system complies with all the conditions noted in the permit as approved by Jefferson County `7'-/S-/` (Permit Approval Date) or that changes have been noted and the system is in compliance with WAC 246-272. 11011" -Z �-/5- 5100110 Designer Signature ` Date License # C:\Data\Wpw\County&State Forms\Je erson\Construction Reports\Alternative sys ASBUILT 2010-2.FRM.wpd 12/01/14 page 2 of 2 S x P3 in /0 v xi 0o0 CI �ri D < n Zm oZ O O " li Z CO3 emSe \220.23 20s¢ 'q eNO2_8'38'E=� 88 .r 26_ �,�Z ,, �0 iA � /� I!•1) • rtl v • M kr) Z Ccs. �' / o �•1,ZN • cn LA a rn_' g o )0 rris-1 Ur A--CI o Z n_yz w�n o r rrl ro rn \ m� m i 4 0�MN N w� �r-�� ; Ln -o On] D s • ') ...-- •••••.. • o Pi r Ni• ��� CLA „co,)zi D er, i v .0 v �' • �M / 1. 7 /------. - \ \ ` '-,',\ZI 11 h ~0p co z G_ /)44% AI ;pop ------ i 4:. . ------ - _ _____ lot ..-:-..-;-_.. ----- -nit --; OD ��d%`si o SDD'S:::-----41-'1.10111111PM'--- -------/-0317:5--;411:./6"W 1 i T _ \'// I'// I/ y 0IDsr E=11t) : 0 • ' .V__. ,og,--P'"\ c....*'. ....-, b EL rTli • /// I r ` I ✓ o ' Q1 d oo co • z g' 0 1 (" - _ j A II 0 o co01 7 D Licy . , ! 1 03 , I 196•E r. �•gL 31r � . \ DJ\ s • I m / r DJ CO 0 AwmAo 8 e0Ap l'z' Lir Rk. 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