Loading...
HomeMy WebLinkAboutSWG2025-00276 - SWG Application / Design - 7/8/2025 (2) MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 SHELT0N:360-427-9670,EXT400 BELFAIR:360-275-0467,EXT 400 ,`- `6 Public Health 8t Human Services ELMA:360-482-5269,EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2025-00276 APPLICANT , 'Z 42-e. 14.tztup Phone: 7q0-; P550 Address: 81 N Prospect Dr SHELTON,WA 98584 CONTRACTOR DARIN OGG* Phone: 360-790-3021 Address: PO BOX 1336 HOODSPORT,WA 98548 OWNER KILCUP RENEE R Phone: Address: 81 NORTH PROSPECT DR HOODSPORT,WA 98548 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA,WA 98507 Site Address: 81 N Prospect Dr Primary Parcel Number: 423185000109 Permit Description: Repair/Replacement 2-bedroom SFR NuWater BNR600 ATU with SSD drainfield Permit Submitted Date: 07/08/2025 Permit Issue_d Date: 07/1612025 Issued By: David Anderson Current Permit Fees Paid: $825.00 (additional fees maybe required upon installation of system). Permit Expiration Date: 07/16/2026 (based on date of Inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drainfield installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer Is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 PUMP TANK TO BE PLACED IN 30MIL LINER WITH BULKHEAD FITTINGS AT ALL PENETRATIONS THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/heaithlenvironmentailonsiteloss-inspection-request.php or call: 360.427.9670,extension 400. Printed From Mason County DMS Printed from Mason County DMS A AS ON� CO U N TV 415 N 6TH STREET,SHELTON, EXT 98584 (4.A. SHELTON:360-427-9870,EXT400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 7 Mason County Asbuilt Form, Record Drawing,and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit:masoncountywa.govIhealthienvironmentaltonsite/oss-inspection-request.php or call: 360.427-9670,extension 400. Printed From Mason un r Panted from Mason County DMS r • OFFICIAL USE ONLY mi. , ,' ' MASON COUNTY DATE RECEIVED; 1I V ft r _ CO D AII9UIDRECEfitED RECEIYED81 C to - Public Health & Human Services 9.3..r On IThL ° CO d.. EnvhonmentalHealth360427-9670,ext.400or360-275.4467,ext.400 A f C N 415N.6thStreet-Shelton,WA98584 SWG V c — -7w o 0 ti zto `\;, . CLEAR FORM ON-SITE'SEWAGE SYSTEM APPLICATION I g APPLICANT PHONE m n ' e2 _�I Ico fob- `7._0 - o U z 'MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE E 81 N PROSPECT DR HOODSPORT WA 98548 m SITEADDRESS-STREET,CITY,ZIP CODE 79 81 N PROSPECT DR HOODSPORT WA 98548 .rta NAME OF DESIGNER PHONE CO ADAM HUNTER 3607531226 oo al NAME OF INSTALLER PHONE 0 O ROYAL FLUSH o S o co 0 PERMIT TYPE(setact ono) OR{NIONG WATER SOURCE , RRESIDENTIALOSS ElCOMMUNITYOSS Iu.COMMERCIALOSS El PRIVATE INDIVIDUAL WELL hi PRIVATE TWO-PARTY WELL ZCD TYPE OF WORK(selactone) Fa{PUBLIC WATER SYSTEM uxeCUsmlAu+ 51 NEW CONSTRUCTION/UPGRADES ffREPAIR/REPLACEMENT OTHER DETAILS(select el that eppt) ❑ TABLE X REPAIR 'SUB�MITTALS � I2I SURFACING SEWAGE D EXISTING FAILURE O SHORELINE CO• IU DESIGNFORM(REQUIRED) INJ�SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4111.20Z87 r )NAIVER(S)(IF APPLICABLE) 2 0.19 O YES ❑J NO 0 I DIRECTIONS TO SRE AND SITE CONDITIONS;(ex.locked gala) MOUNT CHURCH TO A LEFT ON POTLATCH TO A LEFT ON PROSPECT TO SITE ON I THE LEFT. r -I SITE MUST BEFLAWED FROM MAIN ROAD MD TEST ROLES MUST BE FLAGGED IWTH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE . UPGRADE/FAILURE SOURCE(for repoRurg purposes) El VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT 13HOME SALE DCOMPLAINT ❑OTHER; INSPECTOR SOIL LOGS COMMENTS/CONOITONS Tffi:Q 4'. (wet 1111 XI( 6-0 '' If( L $ (Ty,' ') • TO q f36L./ i II • SOIL CODES: RECORD ORAL'/INGAND INSTALLATION REPORT V=VERY G■GRAVELLY S.SAND L=LOAM SI-SILT Ca CLAY,E=EXTREMELY R=ROOTS REQUIRED FORFINALAPPROVAL INSP SIGNATURE DATE APPLICATION EXPIRATION DATE APPLI ON APPROVED/ISSUED BY OATS ' .0 -77/S/Mc 7 1161 TO 2 6 , ,,,,,/, ?.5- , P 1 nt s, or, ofr Ai 11Eo1 s" Lfyo `I d 'OL T)f s COUNTY WEBSITE Revised:4/14/2025 ry Printed from Mason County DM DESIGN FORM—PAGE ONE Assessor's Parcel Number: 423185000109-- -- A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. 'I Scaled layout sketch,including all applicable items on checklist. Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. This form.may be scanned and available for public view on the Mason County Web site.,.'faxi nine paper size: I1"X/7" �1 PARCEL IDENTIFICATION' Permit Number: SWG 2.07$-00?76' Designer's Name: ADAM HUNTER SHEA SUNDAHL Designer's Phone Number: 3607531226 Applicant's Name: PO BOX 162 Mailing Address: 81 N PROSPECT DR Designer's Address: Ci State Zip OLYMPIA WA 98507 HOODSPORT WA 98548 t5' City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.COM DESIGN PARAMETERS Treatment Device ❑Glendon O Sand Filter 0 Mound ❑Sand Lined Drainfield O Recirculating Filter IgATU BNR600 p Other Treatment Level(check all that apply): J A J B J C _JEW Y BL2 J BL3 J E Yiq Drainfield Type O Gravity 0 Pressure 0 Trench O Bed EfSub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class DRIP Daily Flow:Operating Capacity 180 gpd Length 300 ft Daily Flow:Design Flow 240 gpd Diameter 1/2 in Septic Tank Capacity(working) 1060 gal Number 1 Receiving Soil Type(1-6) 3 Separation 1 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 300 ft2 Total Number of Orifices DRIP Designed Primary Area 300 ft2 Diameter DRIP in Designed Reserve Area 450 ft2 Spacing 12 in Trench/Bed Width 11 ft Manifold Trench/Bed Length 27.3 ft Schedule/Class 40 Elevation Measurements Length 27.3 ft Original Drainfield Area Slope 0 % Diameter 1 in New.Slope,If Altered o % Preferred manifold configuration used? EiYes O No Depth of Excavation up-slope 18 in Transport Pipe from Original Grade Down-slope 18 in Schedule/Class 40 Designed Vertical Separation 18 in Length 63 ft Gravel-based Drainfield Required? O Yes efNo Diameter 1 in Pump Required? ti 'Yes O No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff.in Elevation Between Pump&Uppermost Orifice 6 ft Dose quantity 20 gal Drainfield Squirt Height/Selected Residual(head) DRIP ft Chamber Capacity(flood) 1060 gal Pump controls:Please check those required. Uppermost Orifice O'Higher 0 Lower than Pump Shutoff 6.1 IR'Timer Q'Elapse Meter Event Counter Capacity @ Total Pressure Head gpm 2pGAL 2HRS Calculated Total Pressure Head 89.8 ft If Timer: Pump on ,Pump off Comments Piing iii P r lT hash , pm (r` n 5r,� A, leis 1 _ _ _ _ u .,y ,s v Q.y u ri a v.t.td Revised:4/14/2025 Printed from Meson County DivIS DESIGN FORM—PAGE TWO Assessor's Parcel Number:423185000109 -- -- Permit Number: SWG 707Tr.00 zit DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch l2f Test hole locations 5 Drainfield orientation and layout Reference depth from original grade: 67 Soil logs l ' Trench/bed dimensions and g Septic tank fd Property lines critical distances within layout Ei Drainfield cover g Existing and proposed wells ' D-Box/Valve box locations Reference depth from original grade within 100 ft of property Er Septic tank/pump chamber and restrictive strata: Ef Measurements to cuts,banks,and locations fl Laterals,trench/bed,top and surface water and critical areas 5 Observation port location bottom Di Location and orientation of g Clean-out location 5 Curtain drain collector curtain drain and all absorption g Manifold placement i' Sand augmentation components ts6 Orifice placement Other cross-section detail: f2i Location and dimension of g Lateral placement with distance EY Observation ports/clean-outs primary system and reserve area to edge of bed Other Information 121. Buildings g Audible/visual alarm referenced Yes No l7 Direction of slope indicator ❑' Scale of drawing shown on scale IS 0 Design staked out 17 Waterlines bar O O Recorded Notices attached EZi Roads,easements,driveways, 0 Elevation benchmark and relative 0 0 Waiver(s)attached parking elevations of system components ®' ❑ Pump curve attached 5 North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ O Waste strength ❑ 0 Flow DESIGN APPROVAL The undersigned designer must be notified by installer t time of installation tiii Yes ❑ No 7/8/15 Sigi ur of Designer Date ..1. g- .v P The undersigned has reviewe this d sign on behalf of Mason County Public Health and determined it t'°be , ��M)1 compliance with state and lac, on- gulations: jut 2 (Z( 62 414soevcoUrn. , 2025 rivo Environmental Health Specialist Date fjJR0��It ie/rr, 4 I/ fglr'll CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: 7/1/6/Z0 7 ✓ Drainfield site conditions have not been altered to adversely affect conditions of design approval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Revised:4/14/2025 Printed From -Mason County NS Praised from Mason County DMUiS Da CD , ti M m. a aL „r. r� ' , ,tl- ,-- ;. 3- - _ -. 7/8/25 Netafim 8loline0 g ',r':m a + s•-"' Drl pperline Design Recommendations-Based on Soil Loading Rate �� �ry ii .la.lawsfllar.wnn; pia :•�- 9,4 a>oaaaaayr oe(Yrtnnu�v+tfk ati oua Yertg4 -.;-'•*** •lav+ly '+rte °� AO1Li.trW4iiR lrm Doll,'pt it'Yi�:':s74 i:tJCv• �j�. Calse.lxatno Output: \1'!,'1111,\S<`Ctiti1• " oaraYar a Tew3yswrltue,apa„ L. . 26 Cl) 000,041n Poo fliolurell XO7 awI**qP. raaf tow ts it 1 w:'° Talinormoue et re l: -swamis.Flo,AfttoPH ,- 4'i! TON Wnara Onion nar• wprearr0+dwa! lcmhfomaian rum • ,. Ti-,_1v_r,.»..-:.a. M"'rirwn Oman Pirrone. h i41.1Y•pt^•15 aanwtrorei.a.rwra/Zaf X " laPisd wirelAMMO ^ r ,'.�; '-'73r:,� N7FYMdl/Mf�Y MYlS1f1�:At 't.. iiiiPrw;" ,} MrMw.tsrahWM..taerk Mr on LM Priam, ¢�y Fts.gMsPaZan KAM HokrCf) ;�ru rr.;r..IF«rrNdadl�'+b'tlasrr..rr Aft Zen*(mipr„l Aesimmirloolteepn.anclo/sarxralimeriustal. w+wazrw _ moan 4.aaogw) u+anrr, ar iiraraar r.*t inlin pl ar :ve a*mains)a i,wrDalMwmf•• ,a �;rte +ii: .t:ti.ns ar�aaTatwa= • - KEWLa.saw-natrrtarw.+rntiw+- ., .,.,. Potion Imo p.rlyD¢00frie O1(i.atart** "MMIMOnH11tintiirsTrtMC7►lMQP1W - Fifdmttr n SWyLima**** t:ryAaayjytw's7�wysFlrrrurewar�..n FamOrte.ns yu+.aayryw+wrrw.rw•e Mari rrw..l`eaia.fat ase riVali*ani"Vi e1Tau(pq Mrrawn.wr.11.arwk.MaanianwaavilNov wrrr(f arsN.y • •TOM RaW Crane a nir Foist •• 'ifMar -aaayxn.arrreYw = ,> .. la,. ,,dM.Auldhp .»-. " .:,.u,a conErelaea Per Day+tiawr..! iilipdartDosins[rota PK,- +Y.IWdmwesataM 1awwFaCsaa Caw(Warta.) run:,• {/g 0 . , !'+W.anrbarOOIEr arras.Oaa..,Os..nr,.aaa.a.,aQ4u.an.a.aatl .� ti - likeebarquskXennatbn Lx.� aur+rraor,,oa..acarkx OaYacwun.Pot EnrwrerOri1NaM) we VIDaara,.s JULU � faisraaa&aoyia Dom . 5 T rol at»,,.a°:ra H Hag MASON COUNTY ENVIRONMENTAL NEALTN DJA Orenco• Techacal rDa a Sheet SYSTEMS Using a Pump Curve A pump curve helps you determine the best pump for your system.Pump curves show the relaltonship between flow and pressure(total dynamic head or'TDHl,providing a graphical representation of a pump's optimal performance range.Pumps perform best at their nominal flow rate.These graphs show optimal pump operation ranges with a solid line and flow rates outside of these ranges with a dashed line.For the most accurate pump specification,use Orenco's PumpSelect1' software. Pump Curves 500 I , I , I , 1 , I I 400 I I I 1 1 1 1 1 , PF10 Series,60 Hz,0.5.1.0 h '- I p 400 1I-- p I -�- - PF20 Series,60 Hz,0.5-1.5 h I- _ w 350lpF2015} I 1 t i 1 ai 1PF1010[ - -- I �� a- 350 w. I J 1 .c —1— ,e 300 D300 �PF1007� IPF2010j I l i l i-_ I I a 250 .........,� la 250 �PF1005� 1 `' Itl I "1.2:::L., - -.�,� L 1 I _ __—}— 200 -- y 200 c m — — I— - - — ,E 150 PF20.5.,...... — o 150 r° lac I i I , ' 100 I 50 �— I' 50 .-`, I _I i � .. I I o ---f- 0 2 4 6 f 8 10 12 14 16 18 0 5 10 15 20 25 30 35 40 Flow in gallons per minute(gpm) Flow in gallons per minute(gpm) 900 1 I l I ti l l l i Pl �122-" F3050 1-__ -- -_ I PF30 Series,60 Hz,0.5-5A hp l'800 '•,,.,, �`cu -- ` 700 600 PF3D30 f . �_ — 718125 CL1 co 500—1— _ _ . '`= n 400-IPF3020} ( i I , C 300 PF3015 I ' i•-•......... ', , `* ADhUJcI 1f.Ii t 200 PF30D7 ........ .. ii --— - — .V�� — z PPR•�tV D 1D° •PF3005 ... r 1 0 —�f I- —I 1 0 5 10 15 20 25 30 35 40 45 JUL 2 2025 Flow in gallons per minute(gpm) MASON COUNTY ENVIRONMENTAL IIEALTII DJtA RTO•PO-PF--5 Orenco Systems'•800-348-9843•+1541-459.4449•www.orcnco.cam Rcv 3,01121 r nt csirr m Mason County D M Printed from Mason County DMS JUL 2 , 2025 RECEIVE© NOTES: RESTRICTIVE LAYER BELOW 38' -FIVE TIMES RULE MET NO WELLS WITHIN 100'OF DRAINFIELD , -ELAPSE TIME METER AND EVENT COUNTER REQUIRED -RISERS TO SURFACE REQUIRED OVER ALL TANK UPS SCALE-1"=20'-0' 99•. SOIL LOGS / / 8't 7/18/25 ^.s , '�� 1) FILL U-B• if I, /: GRAVELLY LOAMY MED.SAND B-36' FAILED' O AGE)-ABANDON . 3 TILL ' 4i (�' AM1U.iJNf•Ki16R/ DECK C p3.sffFS sii.\��ti��A• 26 l EXISTING STUBOUT/CLEANOUT EXISTING 2 BDRM RES ( TANK DETAIL/! . -GLASS SEPTIC TANK(ABANDON PER CO9E) �NO SCALE r r .*S NUWATER BNR600 ATU IN INFI TRATOR IPA-1060 TANK /.. � ^r ,' •ROE D. EL.-98.5/OUT.EL.-98.2) .k. ,Iik ii' -RO•• z• 1•• 060 PUMP CH• BER(PUMP EL.-95.20 o-up� f' HEAD ORKS(SEE DET• •G 2) Q r ' .a AV , ,Nei : .,. 14' 1 i Is i yid ' ? 10RP E Q.41.9evrew•a m+wO i 4..,.,DRIP R!A(450FT2 � M - �q � !' 90'-1'SCH40 SUPPLY• D RETURN LINES(CROSS BELOW WATERLINE) �'c""'"" — ' � WATERLINE(SL VE WITHIN 10FT OF TANKS AND DRAINFIELD) "�S �`� ,urnvscaSr.rc+u k/4{cr Kent 'I"�o 2 fei,ocujtd = IF reefs , G( ,','{ C(a I ?f4((ed THIS IS NOT SURVEY: PROVIDED BY THE OWSITE FEATURES. ENER AND COUNTY PLANNING RECORDS MD ARE HY.ELEVATIONS AND BENCHMARKS ARE INTENDED ON SUMED DATUM ONLY FOR THE CO q' '�,, Pit::-:P; �?) , i -_-- _ r REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTK:SYSTEIIDESIGN.JIMHUNTER&ASSOCIATES FO I �-- �•"�; i RECOTM.SENDSTHATALICENSEDPROFESSIONALLANDSURVEYORALWAYSBEUSEDTOSETCORNER• _' F-' t f' �l N/i r-' C� LL / L��' ESTABLISH LOT LINES.DETERMINE ELEVATIONS AND TOPOGRAPHY AND/OR PROVIDEALEGALSITEPLAN.`,) {� ttt HAVD88IS UNKNOWN t/—� c t') JUL 2 1 zp�5 A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION&RECORD DRAWING L. 1 {ouNT CHURC DR TO A LEFT ON POTLATCH TO A JIM HUNTER AND ASSOCIATES �� CU REOUCEDSETBACKBETWEENTANKANDWATERLINEJUSTIFICAT{ONt7Fn jif��$Qi���(�M� , LEFT ON PROSPECT TO SITE ON THE LEFT, t } a-+ PUMPTANKTOBEPLACEDIN30A11LL1NERWITHBULKHEADFITTfNyGSATALLPENETRATIONS Lr'�'R0r�fif�rVT/I�'�[r°1L(}J DESIGNERaADAti1HUNTER' �z` hsiutt� DJA1 ll SEPTIC SYSTEM DESIGN FOR- RI FlySHEA SUNDAHL ILL, NOTE:REDUCED E SETBACK NO(7FF BETWEEN OPTIONS OHOUSES INFIELD JUSTIFIED AS DRAINFIELD IS DOWNGRADIENT AND THERE ARE NO FOOTING DRAINS �TEADDR- c"O 81 N PROSPECT DR SYSTEM DESIGN MEETING TREATMENT LEVEL'13-TO REDUCE LIKELIHOOD OF FUTURE DRAINFIELD FAILURE AND PROVIDE HIGHER TREATMENT TO JUSTIFY SETBACK REDUCTIONS. LEM•- LAKE CUSHMAN#3 TR 109 I7 OF 2 i TI'S 423185000109 I SITE 8 t-=9 0.g L� DRIP TRENCH PROFILE-NO SCALE DRIPLINF CONNECTION DETAIL-NO SCALF • DRIP EMITTERS ,/ ' ',6WU� 21 2025 e �_- -.r�., , FLEXIBLE CONNECTOR LINE �VFD 1 �...,„ •. FLEXIBLE CONNECTOR LINE --„,_ ' ~` ��.-=� RETURN LINE-1"SCH40 °R O NAL GRADE 18"I L__O_ 12�� Q Q ^- - �-`-� SUPPLY LINE-1"SCH40 •DRIP LINE TO BE INSTALLED 18"BELOW EXISTING GRADE AND 12"ON CENTER -DRIP LINESTO BE INSTALLED USING A NARROW SHOVEL OR TRENCHING TOOL 1/2" FLEX PVC TU81NG //!/� (3'-S" MIN. TOTAL LENGTH) -DRIP LINES TO BE INSTALLED LEVEL AND PARALLEL WITH CONTOURS - --i /// //// // -SUPPLY LINE IS 11N SCH40 TO BE INSTALLED 6"DEEPER THAN -------<------",-->-•_.--..„.-_,...- ���j%///fj ' DRIPLINE ON END OF DRAINFIELD "///r-// /�!//!// � •----'...-"..--,---,„�/i DRIPLINE 11. 1 `: . -AIR VACUUM BREAKER VALVE TO BE AT END OF SUPPLY wars of- - . //%.1.aeni///// '''''''''''-'-..--'-:;.--'1 ''/%�/i, � �` i'l .j��i Filter ra• ,�.'/VaM% —0.30 PSI /////1 ,¢`'r LINE AT HIGHEST ELEVATION IN VALVE BOX (Extend 6' !/ /ice I��� -'Pressure i -7„:„..--:‹.....---........---1 t SCHEDULE ''�__ PsltlUser) ii- - < a . ..Gauee�/ — 1 f2" M T ,: BARBED -FLEXIBLE CONNECTING TUBE TO BE BETWEEN DRILINE AND SUPPLY LINE = RAM MALE ADAPTER RETURN FLUSH LINE TO BE 11N SCH40 INSTALLED ti"DEEPER THAN DRIPLINE To Tank♦ t I 4y From field • ON END OF DRAINFIELD u % ////%_...-_,....„.2-_,..-_„:„///i3/,Hester Meter. //j �'/! . 1 J2' FPT PVC ADAPTER•---� i�_' // --,--,„--_„---;;;;:-.---*----.5------- Rcc"Hass waterer/i //•J�rseFiFDtnE 40 I -AIR VACUUM BREAKER TO BE AT END OF RETURN FLUSH LINE AT HIGHEST 'r.-2_,..--=-1r....„..., jam /,/ i ii __ !! • ELEVATION IN VALVE BOX '/'1�/,// �•Y I To F7eid r. , -FLEXIBLE CONNECTING TUBE TO BE BETWEEN DRIPLINE AND FLUSH RETURN UNE /// /J % l3-10•S-is 1-� i -.2"..--",..--,--,..-///� %//, (--- -EARTHEN DAMS TO BE CONSTRUCTED AT END OF EACH LATERAL TO PREVENT DRAiNBACK ! 1." t%Q a%.......�3//-V i /�/� -DRIPLINES:NETAFIM BIOLINE SELF CLEANING PRESSURE COMPENSATING EMITTERS r// /�/ / %�/ I .,� /,.-/l I'SCHEDULE 40 a l// !/-i �— .e....:. -PUMP MODEL:ORENCO WELL PUMP PF1005 //� O 4� From Pump !i_,j J-1' . " LOOP CONNECTION • ,...� -CHECK VALVE AND HIGH LEVEL ALARM REQUIRED IN PUMP TANK /// �� -�j!ji%// //jj� , -TIME DOSING OF DRIP SYSTEM REQUIRED AT 12 TIMES EVERY 24 HRS(20 GAL.DOSE) jj�/� ------..--:...-;—..1•`ech fiter:/% �/„i/�„',-- ' // //i!/////� // i' 24'Master DOSE COUNTER AND ELAPSE TIME METER REQUIRED ..---:.„--,.....„,...;•>, �j//// / //// ggbcd Riser n' :-_-S---...--",...--„...--,--,...:„.• ///. . . .r / ALL VALVE BOXES TO BE ACCESSIBLE TO SURFACE // //j//--,,- // --_ 1 -RISERS REQUIRED OVER ALL TANK LIDS >////�.•j���,///-%//i��'��///� -FOWLER CONTINUOUS FLUSH HEADWORKS REQUIRED CONTINUOUS FLUSH HEADWORKS FROM HD FOWLER) -VACUUM BREAKER VALVE:NETAFIM 1 INCH COMBINATION#65AR1B1 L5 �r�'� t.13 -USE"T TOT CONSTRUCTION HEADWORKS SETUP INSTRUCTIONS V 1.Flush the entire piping network by running the pump for several minutes with the field flush valve open. C� • 2.With the pump still running slowly close the field flush valve.Once the needle on the pressure gauges �� stabilize,record the pressure on gauges and flow rate through the flow meter for ono minute.This w31 be the actual dose flow rate In gpm needed for the timer settings. JIM HUNTER AND ASSOCIATES 2 3.Next.calculate the flushing flow rate by multiplying the number of supply manifold connections by 1.6 gpm. P.O.BOX162.OLY:WA ester 753.1223 xaassaaue:.nr s tca, _ s� Add the dosing flow rate from step 2 to the flushing flow rate.This new accumulative flow rate Is the minimum DESIGNER-ADAM HUNTER (. ' r flow rate needed to achieve adequate scouring velocity in the entire system when system Is dosed. SEPTIC SYSTEM DESIGN FGR- - (�'\fl• 4.Whtlo the pump is running,open the field flush valve slowly until the return pressure gauge reads 10 psl. }t'-c ��tl�/ �l 5.Now record the flow rote through the flow meter.it should be greater than the now accumulated flow rate SHEA SUNDAHL �, '- r U required instep 3.More is better. SITE ADOR- SLI 81 N PROSPECT DR JUL 2 1 2O2- TAKE CUSHMAN fi3 TR 109 I2OF2 t�ASON COUNT Et1`liF�01,I,ICtiiALNCAlS4i TPY 42318500010a I SITE is �� N P' C 0