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HomeMy WebLinkAboutSEP2013-00079 • Jefferson County Department of Community Development j 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION JUN 2 ; "� PROPERTY OWNER Cecile Greenway /�����'+► • r ?er r �� MAILING ADDRESS 6211 South Warner s�' ► •..'Tent&s r i aIth Tacoma, WA 98409 s" . 4 ► �0?.• 57l) 2AF �� it. Susanne L Martin .... # PHONE ( 206 ) 615-2428 (m-r work)360.461.5705 mobile us eaV r =' '►, SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 19 Township 27N Range 1W PARCEL# 701 194 013 Subdivision Name Tax No. 20 Division Block Lot(s) Site address/Directions to site 2242 East Quilcene Road-Quilcene,WA 98320 .pr;T ER 1�x S. SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential v" _ New Tank/s only Private Residential ADU Modification_ _ Public s_✓_ Commercial. Expansion_ _ Community Upgrade Repair it — SITE SIZE +/-38881sf SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RARArve Area Yes# SEP85-071; 73-059 Alternative ✓ Redesign No . _ N ./4110 SYSTEM DETAILS Number of Gallons/day ,�_. .3ko Soil type 4 (attach soil eval.) Application Rate 0.60 gal/sq.ft./day Drainfield Length 2001f ft. Trench Width 3' ft. Trench/Bed Depth 12-30" in. Septic Tank size 1000 min gal. Pump Chamber size 1000 min gal. TYPE OF Pressure trench system 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. 6,:e., A.f....z..„).3. - eii Props it wner Signature e FOR OFFICE USE ONLY 9/ 7 r 1 PARTIAL ASBUILT epe(,� x//41 FINAQ / 1 AP ROVED 7 /„ INSP/PUMP TEST 44 Lf On PPCi / �7 I ALL HOLD REQ.MET L Date Fee Rec#/ �/t V Check# � Case#SEP I —r•\n.;,-,mo„ s a^d So g g„7a^n- Dlart ^\icy Doc„me„ts\,rly ra^c„ e s 7.., ■o\mhh9n\T°FFors^„ C^,,nty\Teffro forms Suz\2008 SPA.DOC JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street•Port Townsend•Washington •98368 www.jefferson countyp ub tichealth.o rg t'none 3bU-3t3b-9444 Fax MU-3 ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP13-00079 Date Received: 07/11/13 Date Issued: 09/20/13 SITE ADDRESS: 2242 EAST QUILCENE RD QUILCENE, WA 98376 Date Expires: 12/20/13 APPLICANT: CECILE GREENWAY PHONE: 6211 S WARNER ST TACOMA WA 984094129 LEGAL DESCRIPTION: S19 T27 R1W TAX 20 PARCEL#: 701194013 Section: 19 Township: 27N Range: 01 W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 SEPTICS BY SUZANNE PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: PRESSURIZED TRENCH No. of Gallons per Day: 360 Type of work: REP Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 12 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 p P Y p o a p P Y Y 1 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. g7 / Jefferson County Env' onmental 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.: SEP13-00079 1.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 2.) EXISTING wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 3.) This permit was issued to correct a violation of WAC 246-272A for a failing drainfield. The permit must be completed within 90 days of the date of issuance. 4.) H -The existing out house must be properly decommissioned. Doccumentation by the designer is required. 5.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 6.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 7.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 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.) 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 246-272A AND 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.) 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. 11.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 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.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required and must comply with code at the time of application for use. 14.) Contact designer prior to installation for staking of drainfield area. 15.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 16.) 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. 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. SEP13-00079 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 9/20/2013 18.) The site plan received on 6-25-13 was reviewed by the Department of Community Development on 7-29-13 and it was determined the septic permit is exempt from critical area review as it complies with the General Exemption found in JCC 18.22.070 (6) which exempts the following activity: Reconstruction, remodeling, or maintenance of existing structures. This exemption shall not apply to reconstruction which is proposed as a result of structural damage associated with a geologically hazardous area and does not allow further intrusion into a wetland, fish and wildlife habitat conservation area and/or their buffers. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and condition which may be placed on future permits. 19.) This project reviewed and approved as a Shoreline Exemption under JCC 18.25.090(6). 20.) 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. 21.) 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. SEP13-00079 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 9/20/2013 N JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING o Designer Suzanne Martin Permit# SEP 13-00079 Installer Dick Shold Parcel it 701 194 013 Electrician North Sound Electric Design Flow 360 gpd(peak) Property Owner Cecile Greenwav Site Address 2242 East Quilcene Road-Quilcene,WA 98376 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Infiltrator IM1090-2; baffles, risers, filter installed 1/24/14 Pump chamber (manufacturer,size) Infiltrator IM1090-1, risers over inlet&outlet installed 1/24/14 24 gallons/inch Screen(s)and/or Pump Shroud (type, location) BioTube installed in pump tank 1/24/14 Were Tanks tested onsite for water tightness? Yes e Panel Model Infiltrator Timer Model Aquaworx 1/24/14 Pump 1 - Man./Model Orenco PF300511 Flow Rate 30 qpm 2/5/14 i Pump Location (i.e. garage, treatment unit, basement) in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off 2 in. Functions: On , , „ 1:30 , , sec/CD Veto in. Off 240 sec t 1 hr Alarm - '-,C..;-.:'34:14:1 in. Veto On 1:30` l,sec a Storage Above High Water Alarm ^4216/4704 gal. Veto Off 1 1 ' sec hr Dose Counter Reading 6 dose/0 Vdose ; #gallons/dose t� 5, gal. Elap. Time Meter Reading 000:10:09 Fmines Pump Throttled? es I;t.a Dose Drawdown (in inches) 1:#7.#=0,:71.81-1: in. Pump 2 Man./Model n/a Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off �, ; in. Functions: On �,,*�, �. sec/min Veto 171 ; in. Off ° sec/min/hr Alarm in. Veto On kill, '11 sec/min Storage Above High Water Alarm gal. Veto Off sec/min/hr Dose Counter Reading �i ;: g Twig; # gallons/dose ,, 4 ' gal. Elap. Time Meter Reading 40,44 `r min/hrs Pump Throttled? Yes I Nlo If additional pumps-complete the info in this table Dose Drawdown (in inches) in. for each and attach. Other Timer functions & settings (e.g. override on/off) 59 Events; ID: 05-08-2013;Autoclear 60 seconds; H:1 WEB\ONSITEtAsbuilt_Report_Form.doc 04/28/10page 1 of 2 to Pre-Treatment Date Ins!) Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 2"pvc sch 40 Manifold size/schd 2"pvc sch 40 1/24/14 Orifice size 1/8" Lateral Size/schd 1"pvc sch 40 1/24/14 Barrier Material filter fabric Cover Material/Depth 0-12"on-site cover 1/24/14 Residual Head (lat.# & ft.Head) 6.5-7'balanced pre-cover 1/24/14 The laterals/pods were balanced CD / No 1/24/14 Source/Manufacturer of Drainrock/Gravelless chambers Cotton gravel Drainrock Clean? 0/ No If no, what action taken? yes Mound/Glendon Site Prep n/a Drainfield Length 200 ft Width 3' ft Depth 12-24 inches Caps for measuring residual head stored (location) in the header manifold riser COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary 4.) Outhouse was not utilized for extended period of time(did not need pumping), structure was removed &area graded 5.) Tank has been properly abandon. See attached pump out receipt and certification form Health Department Inspection issues resolved Yes / No/ NA If yes how? Users Manual Provided to Homeowner left on site 5 February 2014/emailed 7 Feb 14 Date Tank/component Decommissioning Report Attached ©e / No / NA Installer Certification attached/signed R/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) OR THAT CHANCES HAVE BEEN NOTED AND THE SYS IS IN COMPLIANCE WITH WAC 246-272. ila�.7..... / 7 February 2014 5100342 n !,1, Designer Signature Date License# s.� s , �...,;\, r. Suranne L Martin •, 'tt H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 System Owner: Cecile Greenway Plrt SEP13-00079; Parcel #701 194 013 Site Address: 2242 East Quilcene 98376 Pump Tank Detail 4 3/8" am top of riser Installed Riser 19 5/8"Riser 1 inlet 45.5" Infiltrator IM 1090 -1000 gallon pump tank; Veto set 12.5"from the -24 gallons per inch bottom of the bell -zb-09 Aquaworx IPCS01 alarm set for 12.3"from bottom of the bell 273ga1 working volume on set 0.9"from bottom of the bell ±22.5"from bottom of tank to the bottom of the bell *470 gallons of storage above high water alarm -not including additional capacity in septic tank and tank risers -±216 gallon storage below invert of inlet of 5 February 2014 d}' trid my ^Iddd S4 2 Sumnnel Merlin ']ddddd 1/15 Record Drawing SEP13-00079 Design Parameters: Lot Area:±38881sf This system is designed to process 270 gallons of typical residential Area Soils: Everett gravelly sandy loam;30-50%slope strength sewage per day with infrequent peak flows of 360 Topography lines&elevations from JCDCD website gallons/day. Extended flows above 270 gallons/day or at waste strength above parameters,may cause system failure. Septic Tank effluent design waste strength parameters(maximum levels): -CBOD5: </=125 mg/I 0 Now installed OSS Components: -TSS: </=80 mg/I 1- Infiltrator IM1090-2 septic tank -FOG: <1=20 mg/I F 2- Infiltrator 1M1090-1 tight pump tank F8.1 O 3- ±65'2"Sch 40 transport line 0 % — 0 4- Effluent Header manifold \ �� 5- Primary Drainfield area-200 If pressure distribution n_\ \\ \ \ / ,� �,, f / SCALE 1 –30 FEET Legend 2 ' e1�40'el: 10' \ e\\\±30' el: ±50' el: _.60' 0 anal Sag \ / WSDOH Wa.State Department of health 1 / ±EAST ±218' ,,*4 ow ins al ed JCPH Jefferson County Public Health clean-out typical OSS On-Site Sewage Disposal System riv.�1 ziririviriviplp,viripviripririviriprivEalr �� PDU Primary Dwelling Unit "F^ �� ADU Auxiliary Dwelling Unit R1 �-. ® /' • BOD Biochemical Oxygen Demand i ` 0 ..--„-" , '_� . TSS Total Suspended Solids r I �� \ ow install/6d monitoring FOG Fats,Oils 8 Greases 1 \ c :.. 2 port; tYpi 11 \ \ 1 \ 10 i Iled cl an-ciut P /".n.......4 ei / n Previously existing site impovements: r" / 1 Existing septic tank for the PDU; now abandon see pump out and certification. InSt lied panel �l 2- Existing privy; now abandon; privy had not been used recently and did not require 1\ \ ! B ® % pumping. Decommissioning by filling and grading. 6 • 3- Ex.septic tank for the ADU; Evaluation performed by Shold Excavating ;see report C .:. 1/ a . m P p Y 9 p CT '/ ` ,� D 4- Ex.drainfield for ADU;as per as built;not verified in the field but trees and topography + ■ I indicate that it is accurate.l \ iIiii \ ) 2 III,I,I i I—• —I 5- Existing structure to remain, unless the reserve area for PDU is required. 4--1\-----t \ 1�' ,.�/ . '/ ; e 6- Existing PDU; 3 br sfr as per assessor and as built; 1 !� d f � _C 7- Existing ADU;SEP73-00059; 1 bedroom sfr as per as built; 120 gpd/sf. J ► r 8- Existing woodshed;to be removed if reserve for ADU is required. 1 \ I \ \ 1 \1 ±ex. wa;er li' - ]� m 9- Existing unplumbed cinderblock building; 10- Existing unplumbed garage • \ i \ N . • • / — Z %� ITt 11- Existing unplumbed gathering structure a ± 0 11 \ \ l �. - el.\-70' Av 4 7 d 27 January 2014 LIU \ \ 'I\ r. A I . -------2-\\ �' . tier 11 ([ 51 ‘ .. . . ::... ... \li- s,..mel Me do ' 7�1 tp I►� 2917/15.. <D 7C' *. ` 11�o jj 1 _ 1 Septic inlet 25.4 24.4 * \ . . ∎ Septic outlet 31.2' 23.8' 1 Prepared for: • Pump inlet 32.4' 29.8' Cecil Greenway _ Pump outlet 26.6' 30.3' OSS Overall Record Drawing Site Plan I 1 p 2242 East Quilcene Road 'tom ,� �`" '� j Clean-out 19.8' 24.2' Parcel#701194013;S 19;T27N; R1 W l j ±E'ST ±181' SEP13-00079;January 2014 ! \ ! l 122-43 ` *Locations of the site improvements were The intention of this permit application is to provide an appropriately sized drainfield to done with a compass and tape. There are no replace a failing 360gpd drainfield . The existing system is in a state of failure,likely due Lot Area:±38881sf marked corner on the parcel. The occupation to medication of the previous homeowner and under-sizing for its use. It is often used 30-50% line to the North and aerial photos were �•.�� �•a P 9 Area Soils: Everett gravelly sandy loam;30-50/o slope 4, N as a gathering area for many guests and family. Time dosing of the drainfield will assist Topography lines&elevations from JCDCD website utilized to reference locations. Highly ,,;4,f, ,i in the metering the effluent to the disposal area recommend survey of at least the North line { prior to installation! SUN 2 5 I \ \ \ \ \ \ \ ff v I 7 t4 el. +20' Nall 4O' i� r � , `;`,6> / 0 30' 60' el:\t,"\101 \ \ el. 30' \ f` `'�----.....— -----el/±504�P ` �ait�, el: t0(�'` —�— ' ± S \ ±218' J f 1 clean-oul; typical SCALE 1"=30 FEET ri vi see detail Legend end\ \ �'` ♦ _'_ • '''''�,i; DISPOSAL-DE G 4 0 Soil Log- //,S 1 \ 1 SWAGE .. • • WSDOH Wa.State Department of health ±3 ,�,, �e f• JCPH Jefferson County Public Health �!�i►�,�;% i��4 �GY�" OSS On-Site Sewage Disposal System cotty 1.,„ 111 CI / w ���""�� • lath set on contour to test pit 7 �1,,, PDU Primary Dwelling Unit ,iy�i�++_ ,� ADU Auxilla Dwellin Unit \ \ , \ (. , � �► i ■ wr♦ �` ��� �I .4� OnItOCln9 port soD ry g \ \ \ +� ,.:�`.r �•" . . -1 ////►►► � � t • aI• See detail Bioch®mica)OxygenDemand 1 In v.:, / ♦ ,4. 40 yI , TSS Total Suspended Solids ,: ' . FOG Fats,Oils S Greases lel ., \ I ii. : . . Tank Abandonment Notes: 1- Have tank pumped by JCPH approved septic OSS Installation Notes: pumper. 1- Protect drainfield areas from damage by vehicles,permanent barriers along driveway 2- Puncture bottom of tank to be sure that it does required. Clearing and site work in drainfield area by installer only. not hold water. 2- Layout may alter after clearing. Trench depth of 12-30"will allow flexibility of laying 3- Remove lid and fill tank void cmpletely with soil. out drainfield. Effluent header detail(typical) 4- Tank abandonment certification form must be 3- Install minimum 1000 gallon 2 compartment,water-tight septic tank with filter filled out by installer. installed in the outlet baffle. Access risers to the surface are required and must remain not to scale unencumbered. Install maximum sth outlet filter in the outlet baffle of the septic tank. Set access box rr)� both tanks in pea gravel unless consistent sand layer is reached. tee All abandonment must meet JCPH w 9 Y 4- Install min 1000 gallon single compartment,pump tank with screened or shrouded requirements. --effluent from effluent pump capable of 25 gpm @ 50 ft of head. Access risers to the surface are required (�������� t remained unencumbered.ill pump tank 5- I1-280"gpd Pressure Distribution system. Construction shall conform to JCHD& 0 D 0 A gate valve state regulations&any other a pp licable policies. Clean-outs and monitoring ports must be installed at distal ends of each lateral effluent to laterals 6- Only household wastewater in the drainfield 7- Direct all.drainage away from drainfield&oss components. r,���C DESIGN 8- Establish vegetative cover as soon as possible after installation,to minimize erosion SEWAGE�TSrw potential and enhance evapotranspiration. ilfilGttO{1 9- All water system components must maintain a minimum 10 feet from all on-site pCOV for sewage disposal system components. The water line(as per homeowner)is located on the "t' plan. Date Clean-out&Monitoring Port 14 June 2073 -- ` I Typical Plan '.' ,®�, Not To Scale -•, ,„,,,, h�. \ �; lI,++ B esi n Parameters: ++'+ 9 access port screw cap fitting • system is designed to process 450 • o `'4. �`+ ! ,, _ F'nish Grade I s":5+ EMarto r++• type tial strength sewa• •ay with screw ca• fittin• ,.+ + I infrequent pe- _ • ••• _- ins/day. �,� 4"Monitoring Port e,"` g'�!'11i1s Extended flows-•• • •is/day or at waste ` o • • 6 pvc to ravel strength -• •ammeters,ma •- - tern q fail •- i �� w `i► Lateral Drainfield Trench .' w - . • 'c Tank effluent design waste strength ",. 1 #0,010;fAtzt t' » pa _ eters(maximum levels): -CBO r </=125 mg/I \orifice shield or orifices @6:00 -TSS: </=80 —'�� -FOG: <1=20 mg/I Prepared for: Cecil Greenway OSS Detail Design Site Plan 2242 East Quilcene Road Parcel#701194013;S 19;T27N;R1 W May 2013 Sheet 2 of 2; 116-49&50 II Page 1 of 6;Greenway; Parcel#701 194 013 n t _„,per tg ., JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST.,PORT TOWNSEND ,WA 98368,(360) 3794450 i JUN N ♦ 4 et. a s^13 SOIL EVALUATION k� � 1 PROPERTY OWNER CecilpGreenway 51;,x,2 , „' Suzanne L Mahn �4 SYSTEM DESIGNER Suzanne Martin z„/1s LEGAL DESCRIPTION: Section 19 Township 27N Range 1W Parcel # 701 194 013 Subdivision Name Division Block Lots) Date Logged: 15 May 2013 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 .. o 115 SOIL LOG #2 0 to 3 in. Dark brown sandy loam — 0 to 5 in.Dark brown sandy loam 3 to 32 in.dark yellow brown loamy fine sand / 5 to 42 in,dark yellow brown loamy fine sand 32 to 45 in.Yellow brown fine sand 42 to 60+ in,yellow brown fine sand 45 to 60+ in.Yellow fine sand to in. weakly cemented in areas Anticipated water table n/a in. Anticipated water table Ilia in. Roots to 60 inches Roots to 60 inches Healt ept. Comments Hea7t. Comment Apser46,-C 977 SOIL LOG #3 Soil Log 7 0 to 5 in, Dark brown sandy loam 0 to 5 in. Dark brown sandy loam 5 to 34 in. yellow brown loamy fine sand 5 to 16 in.yellow brown loamy fine sandy loam 34 to 60+ in, yellow brown weakly cemented very gray f sand 16 to 60+ in. yellow brown gravelly fine sand to in. to in. Anticipated water table n/a in. 4% Anticipated water table Na in. Roots to 60 inches Roots to 60” inches , Health Dep t/Comments Health Dept. Comments V SOIL LOG #5 SOIL LOG #6 0" to 6 in.Dark brown sandy loam 0 to 8 in.Dark brown gravelly fine sandy loam 6 to 30 in.Yellow brown loamy fine sand 8 to 32 in.Dark yellow brown gravelly loamy sand 30 to 45+ in.Yellow brown very gravelly fine sand 32" to 48+ in.Yellow brown gravelly fine sand t0 in.with areas of faint mottles&weakly -mented sand to in. Anticipated water table n/a in. Anticipated water table ilia in. L✓Y" Roots to 45" inches Roots to 48" inches 5 Health Dept. Comments 1' Health Dept. Comments NIP')Maj21)3 �� 11 H:INFOOHSVHLTHSSOIL.FRM 1/00 ``�� ) 0.-4 i ) ) bt61_5 S L t page 4 of 6;Greenway; Tank Cross Section-Not To Scale • parcel#701 194 013 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL a.e «,, . 'f- ACCESS RISER I FINISH GRADE ii ref �' rr'5�_ l/IY 0/3 4 .="Or- �■y �'� r Health calf 'I I - --- � C A o r�� FROM SEWAGE SOURCE FLOATING MAT APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter —_4 AGE pISp0Sa.tzuc.on SEPTIC TANK PPproved/r > (TYPICAL) pate SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE _ VALVE' mi- Via_ FROM SEPTIC — Will . • --Po.TO DRAINFIELD TANK V P� ■ — Min 270_Gallon } II EMERGENCY STORAGE ANTI SIPHON VALVE* HIGH WATER ALARM LEVEL 1► NORMAL TIMER OFF LEVEL WORKING VOLUME Aquaworx Transducer ___�► Assembly I ENCLOSED PUMP li ell SEDIMENT SHROUD* CHECK VALVE* 18" . SEDIMENTS - 1111111111M I SUBMERSIBLE IIII CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) *AS NEEDED Page 5 of 6;Greenway; 1 . Parcel#701 194 013 A In%IC, . Effluent Orenco Systems' Pumps Incorporated 1-800-348-9843 iiii Effluent Pumps It'Ef1 }) PEE, PKP Series 90 S 1/3 hpto1-1/2hp 80 - :PEF;OOi s 70 1 *�? I I . : 80 " effluent pump Z CI PEf 751 I mill. 3 3 50'of = head , s , . as €REF 50, 1 p 40 .0. ' ' 5 1 pg I,3 3 b K £ , [jam 10 ' 1 l FEF3319 0 10 25 gpm 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,®9/04 Page 1 of 1