Loading...
HomeMy WebLinkAboutWEL2026-00005 - WEL Application, Design, Letter - 3/11/2026 MASON COUNTY 415 N 6TH STREET,SHELTON, ,E 98584 SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 03/11/2026 YOUNG MICHAEL & JACLYN PO BOX 955 BELFAIR, WA 98528 RE: WATER SYSTEM PERMIT: TWO-PARTY WEL2026-00005 90 E Quail Hill Rd 122093490090 The 2-party water system, Two-Party Well (SFR +ADU):Youngs Private Well (122093490090/122093490090), has been reviewed and is hereby APPROVED for 2 connections. Please continue to follow best management practices with maintaining your water system including regular water analysis, landscaping, keeping wellhead area free of contaminants, and stormwater management around the water source. If you have any questions, please contact me at 360-427-9670 Ext.353 or email at danderson@masoncountywa.gov Sincerely, C David Anderson Environmental Health Specialist Mason County Environmental Health , „9774 '.'k,, Date Received: MASON COUNTY ogIOo ac (e _ gliIIAir,.,'1 COMMUNITY SERVICES Amount Received: Received By: Building,Planning,Environmental Health,Community Health 570 >�Q 415 N.6th Street,(Bldg 8)—Shelton,WA 98584 WE L o c2(p - P"V'V''\o 5 Shelton:360-427-9670 x400 Belfair:360-275-4467 x400 Elma:360-482-5269 x400 llJ������ r.i TWO-PARTY PRIVATE WATER SYSTEM APPLICATION APPLICANT • PIION _)GC v L �O YC\ . MAILING ADDRESS-STREET, ITY,STATE,ZIP .p 160 ,^ 1_ JC(4co - boo ^ F S ZA SITE ADDRESS-STREET,CIT STD,ZIP (R u9 U ht( izci e e.I CMG 6T15-2 8 PRIMARY PARCEL NUMBER(WELL SITE) n . SECONDARY PARCEL NUMBER(SAME AS PRIMARY7 IF LOCATE ON SAME PARCE�O�� 127, 01 3 (f or/ y0 WATER SOURCE OURCE TYPE PARCEL I LOT SIZE(no minimum) PARCEL 2 LOT SIZE(no minimum) ew El Existing `Well ❑ Spring a -U21 PiC PROPOSE ATER SYSTEM NAME(REQUIRED). okkncA5 Pry\im-e l eA) PROJECT DESCRIPTION(e.g.,detached ADU,new singlrI fly residence,existing co echo.,etc.) De.-k-ckc_,n-ed, O Dc} DIRECTIONS TO SITE/CONDITIONS/GATE CODE/KEY LOCATION/ETC. -( o N)ec_xaA Cnrd 1+70 n3, coxed 'MA- On nu,AS�dR, o cct ) 1 no cccje Required Submittals/Requirements Checklist: /j- ii--)90eri,:f r-R -y 1 Efi -, lJ91 , llfl Original water well report(well log)or DoE water well report for an existing well. i/I i Li MAR ®.2 2026 ^,. ❑,Well tag secured to the well casing. 1 „ �/�p n Capacity test showing 800 GPD with drawdown and recovery to static level information. L 1' �, il(Bacteriological test(Bac-t)results:current(within 12 months)and satisfactory. - Ezi Septic Records(additional locating requirements may apply if no septic records are on file). AtApplicable utility easement documents. %Notice to Future Property Owners of a Private Two-Party Water System,Water Use Agreement,and Access Easement(s)recorded with the Mason County Auditor's Office. *Note: May be recorded after the permit has been preapproved. I own the proposed two-party water well and have the right to grant access for a second connection.I attest that the well currently has no more than one connection. Print:c�'�� u�, 01, Sign. Date: a— This form may be scanned and made av lab for public vi ing on the Mason County website _g 2 Last Updated: 1/7/2026 MASON COUNTY {'t. •wP� COMMUNITY SERVICES 'yam t Building,Planning,Environmental Health,Community Health 415 N 6th Street,Bldg 8,Shelton WA 98584, Shelton:(360)427-9670 ext 400 ❑ Belfair:(360)275-4467 ext 400 ❑ Elma:(360)482-5269 ext 400 Private Two-Party Water Systems Eligibility The water system must be for two connections on one parcel,such as a single-family residence and an unattached ADU, or one connection each between two contiguous parcels. Parcels that are not contiguous must obtain easements before the approval of the two-party well. *As of July 23rd,2025,there are no minimum land area requirements Review Process and Fees Two-party applications have a two-step review process: 1)A well site inspection of the water source and possible sources of contamination.2)A review of related documents and records to determine suitability.A well-site inspection fee and two-party permit packet review fee must be paid when the permit is initiated.Refer to the Mason County Environmental Health fee schedule for the current fee amount. Requirements • Two-Party Private Water System Application:Complete page 1 of the application form. n Satisfactory Bacteriological Test(less than 12 months old): Any certified drinking water laboratory can perform this test.Sample bottles with sampling instructions can be picked up at Mason County Environmental Health and returned on Monday or Tuesday,along with a check to Thurston County for sample testing. ❑ Well Report,Capacity Test,&Well Tag:Contact the Department of Ecology(DoE)at(360-407-0278)for help finding your well report.If no well report exists or if the existing well report does not include all required information or show adequate water capacity(800 gallons per day for two-party wells with recovery information),then you may be required to complete a DoE Water Well Report for an Existing Well form with well tag information,and/or a new capacity test. All wells must have a DoE well tag attached to the well casing prior to permit approval.Contact the DoE Well Administrator at 360-407-6650 for infonnation'on-requesting and completing the form,or to request a new well tag.A licensed well driller or pump installer can perform a capacity test with drawdown information if your well report is missing or does not include all the required information.For more detailed information, see the No Well Tag and/or No Water Well Report instructions on Mason County Environmental Health forms: CLICK HERE • Filing Requirements: *May be deferred until after the permit is pre-approved Two connections on the same parcel: 1) Notice to Future Property Owners Connections are on different parcels: 1) Notice to Future Property Owners, 2) Water Use Agreement, , 3) Access Easement(s) Note: The Water Use Agreement must include at a minimum: maintenance, sampling, and financial requirements/obligations. If the Water Use Agreement also includes a Notice to Future Property Owners and Easement information,those documents do not need to be filed separately. Documents must be signed by the property owner(s)and notarized by a Notary Public.Record the document at the Mason County Auditor's Office(411 North 5th Street,Shelton)and submit a copy with the Auditor's File Number to Environmental Health.If the form is incomplete or includes incorrect information,you may required to submit a corrected document. See the last page of this packet for recommendations for recorded documents or contact Environmental Health for help with completing the notice form. ❑ Septic Records: Submit all applicable septic records for review to ensure setbacks are met.If setback concerns exist and septic records are lacking,additional locating requirements may be required. This form may be scanned and made available for public viewing on the Mason County website Pg 1 Last Updated: 1/7/2026 Staff Use Only .....-=...-- —_--- -_ .._..._-__—__._.. _.—--.. — ..__._ .- -_—r-a _-,_. 3c ,: —__ kt.v_. Review Step 1: Well Site Inspection: YES NO N/O ❑ F ❑ Sources of contamination within 100 ft of the well?(septic components,chemicals,livestock,etc.)�,r ,,, 4 ❑ ❑ Roads located within 100 ft of the water sourc-. 'riv.te/County/State Distance to road(s) yo rd ❑ 0 Ground slopes away from the well? VI ❑ ❑ Well located outside of garages,barns,storage buildings,and dwellings,with at least 5 ft of separation? . 1i ❑ ❑ Satisfactory metal or plastic well cap that is mechanically secured or welded to the casing? � ❑ ❑ Access ports and openings sealed/screened to prevent contamination;pressure gauge installed for artesian wells? 'P 1 ❑ ❑ Adequate surface seal,filled to land surface level?*Leaving voids for future installation of equipment is prohibited. ❑ ❑ The well casing extends 12. above level ground/concrete slab. Lat: V. 4as/9y 4 ❑ ❑ DoE well tag attached to the well casing? Lon: —12.Z. .gi Cl cif ❑ IV ❑ Variance necessary for well site approval? Tag: 0 R L 6O Comments:am'+ / J7 7 y Pass ❑ Fail Inspector A"--- Date )�6 v� G� Review Step 2: Two-Party Review:tig S NO NA Z( /?()?‘'Driller / 7/' " ❑ 0 Water well report(well log):Date Completed Z( �()C O Driller NOe f Ice ($" c ]` ❑ ❑ Satisfactory capacity test showing a minimum of 800 GPD with full recove q1 to static level within 24 hours? t Capacity test information:Date 7/7,076- Driller/Pump Installer I (O ede f Jao GPM 2 l Duration(minutes) do Total Gal 140 Recovery Time(minutes)to Static Z. k ❑ ❑ Water system capable of supplying at least 30 PSI to each connection?PSI BL9 Sl InliC % ra ❑ Satisfactory bacteriological analysis? Date 714120Z6 12OZ(7 Testing Lab VO119V IRA O r,i,/r4 ❑ ❑ Signed,notarized,and recorded notice to future property owners?AFN Z Z 376g® l � ❑ Signed,notarized, and recorded water use agreement?AFN Pp fet ❑ ❑ Signed,notarized, and recorded access easement(s)?AFN —, 0 f. 9zr ❑ ❑ The system appears adequate to serve two connections based on the information p$ fed? 1 44 , , . . O G-?- CU^l�l .$ rh (e cafr*t�e 2f23(70/ N�°0� 2o? Comments: ` • . /A`y`'44TH /Approved El Reviewer Date 3(/( I002‘ l Findings in this review reflect observed conditions as they existed on the day of the site inspection. No claim is made,express or implied of the future success or failure of this system. Well site approval does not constitute water system approval All proposed connections to new wells are subject to water adequacy requirements at time of building permit per MCC 6.68. Water usage restrictions and additional fees may apply to all new wells drilled after Janumy 19`r',2018 per ESSB 6091. This form may be scanned and made available for public viewing on the Mason County website Pg 4 Last Updated: 1/7/2026 Please include the following site features for each parcel served by the proposed two-party well: ❑ Parcel numbers(s) ❑ Property lines/boundaries ❑ Applidable easements with the Auditor's File Number(AFN) ❑ Roads and driveways 0 Well location with a 100 ft radius around it ❑ Structures *Water wells shall not be located in garages,barns,storage buildings, or dwellings (WAC 173-160-171) ❑ Water lines for existing and proposed connections ❑ Septic and sewer components(tanks,primary and reserve drainfields,transport lines) ❑ Barns,chicken coops,barns,manure piles, dog kennels,commercial gardens,compost piles ❑ Chemical Storage within 100 ft ❑ Landfills(existing or former)within 1000 ft Site Drawing This fonn may be scanned and made available for public viewing on the Mason County website Pg 3 Last Updated: 1/7/2026 • • • WATER WELL REPORT . DEPARTMENT OF Notice of Intent No. WE61996 ECOLOGY Unique Ecology Well ID Tag No. BRL 686 Type of Work: State of Washington O Construction Site Well Name(if more than one well): ❑ Decommission b Original installation NOI No. Water Right Permit/Certificate No. Proposed Use: ❑O Domestic ❑Industrial ❑Municipal Property Owner Name Michael Young ❑Dewatering ❑Irrigation ❑Test Well ❑Other Well Street Address 90 E Quail Hill Rd Construction Type: Method: ❑O New well ❑Alteration ❑Driven ❑Jetted ❑Cable Tool City Belfair County Mason —• ❑Deepening ❑Other ❑Dug 0 Air- ❑Mud-Rotary Tax Parcel No. 12209-34-90090 Dimensions: Diameter of boring 6 in.,to 100 ft. Was a variance approved for this well? ❑Yes 0 No Depth of completed well 99 ft. If yes,what was the variance for? Construction Details: Wall Casing Liner Diameter From To Thickness Steel PVC Welded Thread 1l ❑ 6 in. +1 94 .25 in. EIO ❑ I ❑ Location(see instructions on page 2): WWM or❑EWM DID in. in. ❑ I ❑ DID SE '/4-'/4 of the SW %4;Section 09 Township 22N Range 01 DID in. in. ❑ I ❑ DID ❑ I ❑ in. in. ❑ I ❑ DID Latitude(Example:47.12345) 47.40526 Longitude(Example:-120.12345) -122.81443 Perforations: ❑Yes C]No Type of perforator used Driller's Log/Construction or Decommission Procedure No.of perforations Size ofperforations in.by in. Formation:Describe by color,character,size of material and structure,and the kind and Perforated from ft.to ft.below ground surface nature of the material in each layer penetrated,with at least one entry for each change of Screens: (]Yes ❑No ❑O K-Packer =J Depth 93 ft. information. Use additional sheets if necessary. Manufacturer's Name Johnson Material From To Type Stainless Steel Model No. Diameter 5 in. Slot size .018 in.from 94 ft.to 99 ft. Top soil 0 1 Diameter in. Slot size in.from ft.to ft. Sand,gravel,some silt,brown/soft 1 8 Sand,very little,gravel,brown/soft 8 32 Sand/Filter pack:❑Yes O No Size of pack material in. Materials placed from ft.to ft. Clay,brown/hard 32 37 Sand,gravel,silt,some clay,silt,brown/soft 37 50 Surface Seal: ❑Yes ❑No To what depth? 18 ft. Clay,brown/hard 50 53 Material used in seal Bentonite Chips Did any strata contain unusable water? ❑Yes ❑O No Sand,gravel,silt,some clay,brown/soft 53 72 Type of water? Depth of strata Clay,silt,some sand and gravel,brown/hard 72 78 Method of sealing strata off Clay,gray/hard 78 86 Clay,silt,sand,some gravel,gray/soft 86 90 Pump: Manufacturer's Name N/A Type: Sand,coarse,silt,some gravel,gray/soft,wb 90 100 H.P. Pump intake depth: ft. Designed flow rate: gpm Water Levels: Land-surface elevation above mean sea level ft. Stick-up of top of well casing +1 ft.above ground surface — Static water level 47 ft.below top of well casing Date 2/4/2026 Artesian pressure lbs.per square inch Date Artesian water is controlled by (cap,valve,etc.) Well Tests: Was a pumping test performed? O No O Yes ==> by whom? Yield gpm with ft.drawdown after hrs. Yield gpm with ft.drawdown after hrs. Yield gpm with ft.drawdown after hrs. Recovery data(time=zero when pump is turned off—water level measured from well top to water level) Time Water Level Time Water Level Time Water Level Date of pumping test Bailer test gpm with ft.drawdown after hrs. Air test 75 gpm with stem set at 97 ft.for 1 hrs. — Date 2/4/2026 Artesian flow gpm _ Temperature of water °F Was a chemical analysis made? ❑Yes O No Start Date 2/03/2026 Completed Date 2/04/2026 WELL CONSTRUCTION CERTIFICATION: I constructed and/or accept responsibility for construction of this well,and its compliance with all Washington well construction standards.Materials used and the information reported above are true to my best knowledge and belief. El Driller❑Trainee❑PE—Print Name Chris Jones Drilling Company Moerke&Sons Pump and Drilling Signature {r ( Address 1162 NW State Avenue License No. 2253 City,State,Zip Chehalis,WA 98532 IF TRAINEE:Sponsor's License No. Contractor's Sponsor's Signature Registration No. MOERKSP072N5 Date 2/04/2026 ECY 050-1-20(Rev 11/18) If you need this document in an alternate format,please call the Water Resources Program at 360-407-6872. Persons with hearing loss can call 711 for Washington Relay Service. Persons with a speech disability can call 877-833-6341. MOERKE & SONS PUMP & DRILLING, INC 1162 NW State Avenue, Chehalis, WA 98532 (360) 748-3805 PUMP TEST MICHAEL YOUNG 2/23/2026 90 EAST QUAIL RD BELFAIR, WA 98528 WELL SITE ADDRESS: 90 E QUAIL RD, BELFAIR 98528 Pump Make & Model: 2HP 25GPM Pump Set At: 80' Sounder Make& Model: WATERLINE 500 Make & Model: MASTER Measured in: GALLONS MINUTES GALLONS METER LEVEL TO PER MINUTE READING WATER NOTES 0 29 14373 44' 1 29 14402 48' 2 29 14431 49' 3 29 14460 49' 4 29. 14489 49' 5 29 14518 49' STABELIZED 6 29 14547 49' 7 29 14576 49' 8 29 14605 49' 9 29 14634 49' 10 29 14663 49' 15 29 14808 49' 20 29 14953 49' 25 29 15098 49' 30 29 15243 49' 35 29 15388 49' 40 29 15533 49' 800 GALLON TOTALIZATION RECOVERY 0 49' 1 45' 2 44' SIGNATURE: O AND NS PU ING I Vanguard Laboratory V2635 Par'anont Lane SW,Suite A Olympia WA 98502 num) 360-967-7010 GNO2I 1504 COUFORM BACTERIA ANALYSIS FORM Data Sample Collected The Sample County Collected 2 I Zs / 2.k, di Nam Dal Yrrr CISCJI Type of Water System(check only one box) 4 ❑Group A I3 Group B Milker? ! `\ ki4 - Group A and Group B Systems—Prande from Water Fealties Inventory(WFI): / ID# +, ��c ?D?6 System Mama: illy ere 1/ V ��� ® Contact Person: y 7 DaY Phone:G60 386 Cell Fhone:( ) Email: Eve.Phone:( ) Send read (HIM'na not address and r�aoe oremm'0 iae ce_ and 1,Qr1s —±191111h ,I,✓i- 4&5,37_ SAMPLE INFORMATION Semple collected by(name): 7 G1.461 Specific4 10O3c1144 Where,aarrH otlk Special instructions oroanments: .41- �/ Qvgi1Ai-tttl/id Pv cfsze e we fl-!ecal Type of Sample(select only one type elsemale from types I through 5 below) 1.❑Routine Dtsbibutlon Sample(AIP) 2.❑Repeat Sample(AMP) Chlorinated:Yes No (from d<atribufonsystem after onset routine) Chlorine Residual:Total_Free Unsatisfactory motile lab number. 3.Ground Water Rule Source Sample w fackry routhe date: ISI I. I -_/— I Chlorinated:Yes No ❑Triggered(AM) Chlorine Residrak Total Free_ ❑Assessment(NP) 4.Surface orGWl Raw Source Water Sample(Enumeration) IS I I I ❑End O Fecal okra Y.+_Ho-- 50 San*Collec dforInfonnaaonOnly: LAB USE ONLY DRINKING WATER RESULTS LAB USE ONLY ❑Unsatisfactory Total Colton Present and El Satisfactory ❑Eco6present ❑Eco0absent Bacterial Density Results:Total Califon 11011rn1.Ecoe 1100m1. Fecal Cogan /100m1 HPC 11 rot Replacement Sample Required: O TNTC O Sample too old O Sample Volume ❑Damaged Container O truer ) Z,O .L 49-*2026 Yi I' ReceiptTem C: IkhedCo SM9223B Date Repelled b DOH tab We oar ,� *Lab error, date was 285-Z2?J corrected on 3/9/2026 by VLJ Mika KswutamrwmMcsucarorarsmo,kilo oarfwtiokmrmanaw(=MOM} ttbrd otaplldaa sr arlYrn.dLngdfYtpara 2237666 MASON CO WA 03/06/2026 03:24 PM NOTCE YOUNG *2.19670 Rec Fee: $304.50 Pages: 2 Return To I'll Mill III!flllllIll!IIlIIllli11111IIIII ��11111IIIIIIIIIllll Po 3O c11-5-'5- , ;;s , ;Iiq'�! 1 Ze:l r, wok c p5 Z Lb a!Liu MAR 062626 1 B ° Grantor(s): (1) ‘..\0,0 f run , (2) Grantee(s): (1)PUBLIC JJ Legal Description(1) 1F 5- Abbreviated form:i.e.lot, block,plat or section, township,range) Assessor's Tax Parcel: (1) I 12 o`"l - 1 -gQQc NOTICE TO FUTURE PROPERTY OWNERS OF PRIVATE TWO-PARTY WATER SYSTEM I (We)the undersigned grantor(s),certify that the water source located on the above-described real estate under Legal Description (1)and Assessors Tax Parcel (1) situated in Mason County, State of Washington, has been designated to serve a source of water to the following parcels situated in Mason County, State of Washington; herein described: Tax Parcel: (Connection 1) 1 a,aNl'7CI ` - -c 00510 Tax Parcel:(Connection 2) 1 -qOCP The system owner is responsible for keeping this system in compliance. The name of the water system is: QL�,n� pok r-1-c) W This system is designed to provide for two service connections. Planning and design approvals must be obtained from the department prior to expanding beyond this number of services. Additionally,a water right,obtained from the Department of Ecology, is required if the water system exceeds exemption standards. • This system(has/has not)been granted one or more waivers from specific provisions of the regulations. //Dated on this (.!J day of A'1.( ,20 . Signature of Grantor(s): (I) 'p 'l Qom-- ,(2) Page 1 of 2 State of Washington County of Mason I,the undersigned,a Notary Public in and for the above named County and State,do hereby certify that on this (0.11' day of (Y)O r-c. k , 2024 , 3 cL G1 t6,^ L 6V c\..q personally appeared before me,who is known to be signer of the above instrurr{ent, and acknowledged that he(she)(they)signed it. GIVEN under my hand and official seal the day and year I a ove w 'tten. r�so;,: g�N s4,1,,,,,# No ary ublic in and for the State of Washington, 4 ,.`gg►.6 .4.1 .•'y '� residing at e ••�� '��• �' //8 a :0 NOTARY ,�} My commission expires: Q �( l Z- ? i• 171724 : PUBLIC r. I N Page 2 of 2 p'79 \ SA • \ NOTES: \\ 1- PROPOSED WELL -FEREETICTIVE TIMESRULE LAYER BELOW Mr SCALE- =6O'-0' / / N. -NOW {WH IN WO'OFORAINFIED 1�'.. \ -ELAPSE'ME METER AND EVENT COUNTER UNTER REQUIRED \ -RISERS TD SURFACE REQUIRED OVER ALL TANK UDS \\ SOIL LOGS \\\ 1) SANDY LOAM D-2P `./ \ VFRYGRAVHLYL0M1Y hff0 SAND 2e-4e• 0 \ N 2) SANDY LOAM 0-36' \ � \ MEDIUM SAND ROTH FAINT MOTT-LNG 38•+ `\ `�\ RBM GROUND @SHO• .RNER(RSMk=100.1) \\ 7) SANDY LOAM D-36• IN \ MEDIUM SAND WRH FAME MOTTLING 36'+ 4) BANDY LOAM \\ \ \\ \� VERY GRAVELLY MEDIUM SAND 3o-4Hr \‹..... •\ r N• N \ ...,1 I \\: \\ TANK DE7aL-NO SCALE 1` 1\ so,a \\ 0 �,. :NN''''''''s �I-- �o \ EE oEra ) \ I \ \ , N,. I p ( N. _. I 1 1 r N .v.[MIMIo.,w I e I . Oi EXISTING 3 B0RM RES 10 b 0� '\.\ THIS IS NOT A SURVEY:TOPOGRAFIR,ELEVATIONS AND BENCHMARICS_ SED ON _ - O EXISTING SHOP I GARAGE 1'� '1., ED DATUM PROVIDED SITE FEATURES,THEWEAERANo COUNTY PLANNING RECORDS AND ARE NTENom war FOR THE O EXISTING DRIVE HEAOWORKS(SEE DETAIL PG IIJJREVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM DESIGN.IPA HUNTER&ASSOCIATES U _. RECOMMENDS THAT A LICENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER, O EXISTING DRAINFIELD AND SEPTIC TANK(PER ISM PERMIT/INSTALLATION) - ESTABLISH LOT LINES,DETERMINE ELEVAT RA PL ONS AND TOPOGRAPHY PAD I OS PROVIDE A LEGAL BITE AN. `•\ NAVO0B IS UNKNOWN CONDUCTED TOPOGRAPHIC ARAM OF SSE,DEIEFRTN©TRENC H DEPTH IS SUITABLE GIVES SITE CO/IDRIONS. OS EXISTING WA 11 \ .•12. �7 5. O PROPOSED 3 DORM ADU A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION E.RECORD DRAWING O PROPOSED DRIVE \T\t / /v,-\\ �'8� HWY 30270 A LEFT ON QUAIL HILL JIM HUNTER AND ASSOCIATES TO 617E ON THE RIGHT. A.P BOX IR.OLT,WA 91507 75300 � 1 AwanCDwnrlu Ow OB PROPOSED STUBOUT/CLEANOUT(IE-106.5) ` OESIGNFR-ADAM HUNTER O PROPOSED 1200GAL SEPTIC TANK(IN.EL-105.0!0UT.EL.-104.7) 'h\ 13 11 SEPTIC SYSTEM DESIGN FOR- to PROPOSED 1200GAL PUMP CHAMBER(PUMP EL-101.5) 1\. \ �,, O MIKE YOUNG • zs\'O .�, • o 1/4 hik SITE ADCR- f. 17 7P-1'SCH40 SUPPLY/RETURN LINES 5 --.3.6' ; N OD E QUAIL HILL RD 12 BOOF2 DRIP DRAINFIELD(25FTX36FT)-3 LATERALS-,SOFT EACH(IE-113.6) ; I LEGAL• O SOOFT2 DRIP RIA SCALE-1'=6U-0' TPI 122093490090 )mut