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HomeMy WebLinkAboutSEP2008-00184 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION _ .- _. _. PROPERTY OWNER Cynthia Brouwer r _..,___ _- ._,_._.. MAILING ADDRESS 602 Bittner Blvd. Nokomis, FL 34275 /iv PHONE (941 )486-0148 SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296' LEGAL DESCRIPTION: Section 13 Township 30 Range 2W PARCEL#002133002 Subdivision Name V. 1 of Surveys P. 194 Division Block Lot(s) 2 Site address/Directions to site 550 Goss Rd., Port Townsend, WA 98368 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 4.96 acres SYSTEM TYPE Partial Repair--(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#OTH07-00018 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 480 Soil type 4 (attach soil eval.) Application Rate 0.3 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 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. Staffs 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 application will be separately judged by the rules and laws in effect at that time. 1 'mi..- ill Property Owner ignature Date FOR OFFICE USE ONLY PARTIAL ASBUILT l ila 11 S (FT—NA) I lfo�l 4/14IL ROVED INSP/PUMP TEST Cliq[01 PUD 101 9.1 I Of ALL HOLD REQ. MET 04 'aCt A.L_ ,"?,"! l___ ;'1‘„4i ;lU -41(41-S-- Date e '-C Fee 1,":"I Rec#1_C ____Check# 1741 Case#SEP - ‘61-A `mot I Z:\Data\Wpw\County&State Fcrms\lefferson\Septic Permit Forms\Glendons\Brouwer,Cynthia,Parcel#002133002.wpd SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 PERMIT #: SEP08-001 84 Date Received: 08/26/08 SITE ADDRESS: 550 GOSS RD Date Issued: 09/24/08 PORT TOWNSEND, WA 98368 Date Expires: 09/24/11 APPLICANT: CYNTHIA S BROUWER PHONE: 941-486-0148 602 BITTNER BLVD NOKOMIS FL 34275-2602 LEGAL DESCRIPTION: 813 T30 R2W TAX 8 WTH& SUBJ TO EASE PARCEL#: 002133002 Section: 13 Township: 30N Range: 02 W DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 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. Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls 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, c dified 8.15 a -nded per ordinance no. 06-0719-07. This permit may not be renewed. Jefferson County Environm= tal Health Specialist 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. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 280-GLENDON BIOFILTER No. of Gallons per Day: 480 Type of work: NEW Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP08-00184 1.) All existing water lines must be located and a 10 foot separation maintained from the new sewage transport line, (except at crossing as designed) 2.) A screen shall be provided either at the outlet of the septic tank or around the pump or at both locations. A pump shroud is required if only an outlet baffle filter is used. 3.) The two water sewer crossings must constructed per design as stated on page 2 of 8 4.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 5.) 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. 6.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 7.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 8.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 9.) 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. 10.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 11.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 12.) 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. 13.) Setbacks to all existing wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 14.) Dry season installation required. 15.) Contact designer prior to installation for staking of drainfield area. 16.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 17.) 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. 2 of 3 11/22/19 I:\F_SEP_Permitmod.rpt 18.) 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. 19.) 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. 20.) The application was reviewed by the Jefferson County staff for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: stream landslide. 3 of 3 11/22/19 I:\F_S E P_Perm itmod.rpt JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 CONSTRUCTION INSPECTION REPORT Jq For RECORD DRAWING �d0 Designer A /«/9e G D ' ' -' Permit# SEP '8--Cc/B. Installer / /912/ 'se/77YC-4%eT ZAA/.o/u.4.P,e/EXe4v-47/NG Parcel # .0°2- / 33 mac' Electrician Design Flow ¢60 Property Owner CPA./T'/,q S. 13i2oUW82 Site Address SS0 G',5 S ,2 D, / �o>zT tciozASEN.D, W-4 983"4 Answer all questions or indicate NA Tanks. Pumps and Controls Date Insp. Tank (manufacturer, size, baffles) /a0,06$44. ZDDMp IN/6A4-A-z -s. d//"-ze7-c�71,TEl2 y -¢-oF Pump chamber (manufacturer, size) laoo &4L. 9-4-09 Screen(s)and/or Pump Shroud (type, location) rt'UM V,44,47- me/H/497-44BE tc-/ z q-4-o? Were Tanks tested onsite for water tightness? Yes / No Panel Model /44'0,1W0/0)4 //2":>6 -.SG Timer Model 44)694 'X 4-e"? Pump 1 - Man./Model ,tvfz' eo y''A-ZOOS-ft Flow Rate /5- gpm g-4 -09 Pump Location (i.e. garage, treatment unit, basement) Bottom of transducer to bottom of tank z 2 o" Float settings (above bottom of tank) /transducer settings Timer Functions: (above bottom of transducer) On/off- v.9 " On - / 3 sic Veto - z 3,4» Off- 4 7.5.E- Alarm - Z 3,4 Veto On - /3 sEG Storage Above High Water Alarm 34, 2 gal. Veto Off- 7sirc Dose Counter Reading 503 Doss'5 # gallons/dose 3.3 Elap. Time Meter Reading 0H25 3 Zt-r,,v Z 7sre Pump Throttled? cep No Dose Drawdown (in inches) o, /5" 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 07/23/14 page 1 of 2 Pre-Treatment Date lnsp Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No ff2 Sandfilter Basin size/location 2015 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/Sc e scf/, ¢O Ma #d Size/Scli. /"5cc`v. 4' q-4-(9`l 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 c'1 ,Autoclear set at /4- doses min-sec. *FCC/ST7N(p TANKS 1(4`8ACKG/GGED pfzioi? r0 /NSPec7yoe Health Department Inspection issues resolved Yes / No d If yes how? Users Manual Provided to Homeowner W/T/71 dZEco,21> I ,Z4 A/,'n// Date Tank/component Decommissioning Report Attached Yes / No / Installer Certification attached/signed '- / 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 9-24 QP (Permit Approval Date)or that changes have been noted and the system is in compliance with WAC 246-272. // 400, /2-3/-/ 5100110 Designer Sign. 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