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HomeMy WebLinkAboutSWG2026-00056 - SWG Application / Design - 3/3/2026 MASON ®� �� 415 N 6TH STREET,SHELTON,WA 98584 ti SHELTON:360-427-9670, EXT 400 �f t!/ Public Health & Huffman Services BELFAIR:360-275-4467, EXT 400 ELMA:360-482-5269,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00056 APPLICANT Hunter, Adam Phone: 360 753-1226 Address: 2201 93rd Ave SW Olympia, WA 98512 CONTRACTOR HOUSE BROS CONSTRUCTION Phone: 360-495-4156 Address: PO BOX 1820 MCCLEARY, WA 98557 OWNER YOUNG MICHAEL&JACLYN Phone: 360-801-1012 Address: PO BOX 955 BELFAIR, WA 98528 SEPTIC DESIGNER ADAM HUNTER* Phone: 360-753-1226 Address: PO Box 162 OLYMPIA, WA 98507 SEPTIC INSTALLER JOE HOUSE* Phone: 360-470-1707* Address: PO Box 1820 MCCLEARY, WA 98557 Site Address: 90 E Quail Hill Rd Primary Parcel Number: 122093490090 Permit Description: Repair/Replacement/Upgrade: 3-bedroom SFR pressure system with sub-surface drip drainfield and designated reserve drainfield area Permit Submitted Date: 03/03/2026 Permit Issued Date: 03/12/2026 Issued By: David Anderson Current Permit Fees Paid: $845.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/06/2027 (based on date of inspection) Permit Conditions: 1 Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 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/health/environmental/onsite/oss-inspection-request.php or call: 360-427-9670, extension 400. MASON COUNTY 415 N 6TH STREET,SHELTON,WA 98584 djulT SHELTON:360-427-9670,EXT 400 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360-482-5269,EXT 400 FAX:360-427-7787 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. 8 ADU Permit is required for proposed development 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/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY . • • ' - '#t" • ll'AS* . \: C(•' � +, \ T til DATE RECENED: D3/O z1 a (!"-��`'_�� (^ � i Public Health & Human Services AMoUNTRECEIVEli c, RECEIVED W CAEDBY: 6N J c NLI Leg-. (V 0 corn --- Environmental Health 36O-427-967O,ext.400 or 36O-275-4467,ext.4OO �. 415 N.6th Street-Shelton,WA 98584 5 C\/\/� �� JVV (D(p '1` m Z Ul ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE m m In MIKE YOUNG �s\\ 3602655951 I- MIKE ADDRESS-STREET,CITY STATE,ZIP CODE /��/`�\� a PO BOX 955 _42: ^'. elfair WA 98528 W SRE ADDRESS-STREET,CITY,ZIP CODE ' C\`•) F1 90 E QUAIL HILL RD r � t� Belfair 98528 ��� � RI...) NAME OF DESIGNER /�L / PHONE C ADAM HUNTER Z.."7-`\‘'� 3607531226 w s�1 {� NAME OF INSTALLER PHONE 0 HOUSE BROTHERS --, ® o PERMIT TYPE(select orle) -.�``Q DRINKING WATER SOURCE Cn *RESIDENTIAL OSS E.1 COMMUNITY OSS 1 COMMERC AL OSS O PRIVATE INDIVIDUAL WELL IMPRIVATE TWO-PARTY WELL Z TYPE OF WORK(select one) O PUBLIC WATER SYSTEM ri I NEW CONSTRUCTION/UPGRADES nREPAIR/REPLACEMENT OTHER DETAILS(select all that apply) O TABLE X REPAIR SUBMITTALS O SURFACING SEWAGE O EXISTING FAILURE O SHORELINE CO 0 DESIGN FORM(REQUIRED) EEl SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/1/2025? r 0 WAIVER(S)(IF APPLICABLE) 3 2.67 YES NO N O t DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gale) HWY 302 TO A LEFT ON QUAIL HILL TO SITE ON THE RIGHT. I r S FPo 4v SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. et? <31 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) 0 VOLUNTARY ❑MAINTENANCE/PUMPING 0 BUILDING PERMIT 0 HOME SALE 0 COMPLAINT 0 OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS } �, 5 cr 3) --1z1.voiz �04 ic3„ iv/ otc44.cono Tit, : O_3<6.' C fhtol 5 iiO3f TV .!e.' (C Y$5 Z �( t -12z. miff Ytf-51 04 Cars Cris() !c5I4f Si ' titItui/( Iff3=o's- z~ L i bad Y�. �t� � SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECT SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVEQI ISSUED BY DATE • /q / 03/06/2027 pE>:-i APPROVED 03/12/2026 -- 3L (�17 ?S.Anderson 03/1?/2026 THIS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 12209-34-90090 A design will be reviewed when 3 copies of each of the following are submitted: `' Completed design form that has been signed and dated. `' Scaled layout sketch, including all applicable items on checklist. `' Scaled plot plan, including all applicable items on checklist. 'd 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.Maximum paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG SWG2026-00056 Designer's Name: ADAM HUNTER Applicant's Name: MIKE YOUNG Designer's Phone Number: 3607531226 Mailing Address: PO BOX 955 Designer's Address: PO BOX 162 Belfair WA 98528 City State Zip OLYMPIA WA 98507 City State Zip Designer's Email JHANDASSOCIATES@HOTMAIL.C DESIGN PARAMETERS Treatment Device °Glendon °Sand Filter °Mound °Sand Lined Drainfield °Recirculating Filter O ATU O Other Treatment Level(check all that apply): O A O B O C O BLI O BL2 O BL3 .4 E O N Drainfield Type O Gravity O Pressure O Trench O Bed W��f SUb Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class DRIP Daily Flow: Operating Capacity 270 DA gpd Length 150 ft Daily Flow: Design Flow 360 DA gpd Diameter 1/2 in Septic Tank Capacity(working) 1200 gal Number 4 Receiving Soil Type(1-6) 3 Separation 1.58 ft Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 900 ft2 Total Number of Orifices 600 Designed Primary Area 900 ft2 Diameter DRIP in Designed Reserve Area 900 ft2 Spacing 12 in Trench/Bed Width 25 ft Manifold Trench/Bed Length 36 ft Schedule/Class 40 Elevation Measurements Length 36 ft Original Drainfield Area Slope 5 D/D Diameter 1 in New Slope,If Altered 5 % Preferred manifold configuration used?°Yes°No Depth of Excavation Up-slope 12 in Trans e port Pip from Original Grade Down-slope 12 in Schedule/Class 40 Designed Vertical Separation >24 in Length 410 ft Gravel-based Drainfield Required? °Yes®No ( Diameter 1 in Pump Required? ()Yes°No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff. in Elevation Between Pump&Uppermost Orifice 33.5 ft Dose quantity 30 gal Drainfield Squirt Height/Selected Residual(head) N/A ft Chamber Capacity(flood) 1200 gal Uppermost Orifice®Higher°Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 12.2 gpm Ikr Timer IS Elapse Meter P li( Event Counter Calculated Total Pressure Head 120.8 ft If Timer: Pump on 30 ,Pump off 2H RS Comments Revised: 6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Numbed 12209-34-90090 Permit Number: SWG SWG2026-00056 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch f� Test hole locations lV Drainfield orientation and layout Reference depth from original grade: V Soil logs IV Trench/bed dimensions and Septic tank V Property lines critical distances within layout t Drainfield cover 91 Existing and proposed wells D-Box/Valve box locations within 100 ft of roe Reference depth from original grade property rty V Septic tank/pump chamber and restrictive strata: ix Measurements to cuts, banks, and locations V Laterals, trench/bed,top and surface water and critical areas Observation port location bottom VS Location and orientation of V Clean-out location V Curtain drain collector curtain drain and all absorption V Manifold placement V Sand augmentation components V Location and dimension of VOrifice placement Other cross-section detail: primary system and reserve area Lateral placement with distance V Observation ports/clean-outs to edge of bed Vi Buildings Other Information V Direction of slope indicator V Audible/visual alarm referenced Yes No Ii Scale of drawing shown on scale V O Design staked out V Waterlines bar V O Recorded Notices attached V Roads, easements, driveways, Gf Elevation benchmark and relative V O Waiver(s)attached parking elevations of system components V O Pump curve attached V North arrow and scale drawing V O Evaluation of failure shown on scale bar Non-residential justification ❑ O Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation Yes O No 3/3/26 Signat e of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: EH APPROVED .Anderson 03/12/2026 03/12/2026 Environmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: V The design is stamped "Approved" by Mason County Public Health. V The Onsite Sewage Permit has not expired, the Permit Expiration Date is: 03/06/2027 ✓ 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: 6/11/2025 EH APPROVED IA,Anderson 03/12/2026 Fill in the violet shaded cells.Output information will automatically be calculated and shown In The Netafim Bioline°Calculator estimates the amount of Bioline blue- shaded cells.Do not attempt to enter data into the blue-shaded cells.It will erase the formula and needed to a wastewater e system mu along ofB with other potentially impact other output data,In sane your information as a.txt the for future reference or design tpo install a,aIt ts NOT Intendeddrip dispersal rep cs a professional submittal,fill In the information in the project's name and address fields below.The name you choose General Instructions for"Job Name/Horneowner"will become the name of the.txt file.It will bo saved on your computer when design,and should be used for estimating purposes only.Always you click the"Save to File"button et the bottom of the sheet.A file folder will be created for you called consult with a professional designer.Do not use this program with "Netafim"and the file will be stored there.For example,if the Job Name/Homeowner for the project Is other brands of products. Mr.&Mrs.Jones,all of your information will be saved Ina file folder called"Netafim"and the file in this folder will be called"Mr.&Mrs.Joneo.txt". Netafim Bioline®Dripperline Design Recommendations -Based on Soil Loading Rate Job Name/Homeowner: MIKE YOUNG(PRIMARY RESIDENCE) Address: PO BOX 955 City,State,Zip: BELFAIR,WA 978528 Permit Agency: MASON COUNTY EH Installer Name: TBD Designed By: ADAM HUNTER Date: 224/2026 System-Data Input Calculation Outputs Gallons Per Dey; __ 480 Total System Informatioi Application Area Required(square feel)(— 960 _ Soil Loading Rate(Gallons/Sq.FL/Per Day[GPD1))_OS33373_ _ Total Amount of Bioline°Required(feet)I 600 __, Total Number of Emitters in the Dnpfeld,__ 605 __ Select Emitter Flow Rate(GPH)I„___0.42___ Zone lnformatiot Select Emitter Spacing(inches)[, 12 _— Number of Zones_ 1 _ Amount of Bioline Pet Zone(feet) 600 . Flush Velocity(fyn(i'' 2.5— Number of Emitters Per Zone f 600 Minimum Number of Laterals Per Zone 4 Maximum Number of Laterals Per Zone' 10 Estimated Pump Flow Rating(GPM):__ 20__ Number of Laterals That Will be Used 4 Maximum Length of BiolineLaterals Based on Inlet Pressure' 183 Inlet Pressure(pail ,_25___ Flow Rate Per Zone(GPM)! 4.2 Holding Capacity of Dripperline Per Zone(Gallons), 8.0 Inlet Pressure(Feet of Head) 57.8: Additional Flow Requirement to Accommodate Flushing Velocity{ 8.0___ Row Spacing Between Driplines Holding Capacity of Piping _ Holding Capacity(Gallons)of Supply Line 8 Supply&Flush Manifold; 9.2 Number of Zones(--_ .__7 — Holding Capacity(Gallons per Zone)of Bioline: 8.0 Holding Capacity(Gallons)of Supply Line,Manifolds end Oripperfnt,___17.2__ Hours Per Day to Use for Dosing!. _24 Head Loss Data-Dosing&Flushing Cycl Elevation Change from Pump to Dose Tank Outlet(feet),._�_ 4__- Friction Loss per 100'(psi)in Supply Line&Manifolds1 3.5 __ __ Velocity(fps)' 4.5 m Elevation Change(to Dose Tank to Drip Field(feet),r _19.5 _ _ Friction Loss in Supply Line&Supply Manifolds(psi); 7.1 Friction Loss in Supply Line&Supply Manifolds(Feet of Heed(' 16.4 Length of Supply Llne&Supply&Flush Manifolds(lest)',__ _205 _�. _ Additional Pressure Required for Return Manifold and Piping to Tank(psi_( 10.0 Additional Pressure Required for Return Manifold and Piping to Tank(Feet of Head i 23.1 TDH(Total Dynamic Head)in Feet of Heao___120.8 Type ofPipe-Supply Line B Manifolds.:__PV45oh40.__ Control Settings lnformatio ____ Total System Runtime Per Day(Minutesi_—114 Size of Supply 8 Manifold Pipe(inches):,72-, Total Runtime Per Zone Per Day(Minutes' 114 __ Total System Dosing Events Per Day, 12 Pipe Roughness Constant_ 150 Runtime For Each Dose(Minutes) 10 OH Time Between Doses in the Same Zone(Hours to nearest 0.1)",__1.8.__ Inside Diameter of Pipe(inches); - 1.09. __ 02/24/26 _ _ ___ Miscellaneous Informatio Number of Daily Dosing Events Per Zoned---.__12�_v Dosing Volume Per Emitter Per Dose(gallons);— 0.07 Inches Per Week of Dosing I 5.99 Volume of a Single Dose(gallons)t._.__42.0_ '. ,.,,i '•. Pump Selection Pump Flow Rating(GPM('— 12.2 TDH(Total Dynamic Head In Feel of Head'j 120.8 Pump Manufactured ORENCO Pump Modell PF-2005 1 '•�'. ADAM J.HUNTER Orenco Technical Data .Sheet SYSTEMS Using a Pump Curve A pump curve helps you determine the best pump for your system.Pump curves show the relationship between flow and pressure(total dynamic head or"TDH"),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 PumpSelecr software. EH APPROVED A.Anderson 03/12/202 Pump Curves 500 I I i i i I I I 400 i I I I I i I t I - I PF10 Series,60 Hz,0.5-1.0 hp J- PF20 Series,60 Hz,0.5-1.5hpI- 400 - 350 -1PF2015I I I m IPF1010I 4- 350 ,m 300 Z 300 _ �PF2010j CI IPIF10I7i O 250. .......... ..:..... 'a 250-�PF1005I 'a a i CO a "' m 200 ~ 200 • PF2005 E m 150—... ............... • 150 a100 100 • I� ti 50 :ti 50 0 0 2 4 6 8 10 12 14 16 18 0 5 10 115 20 25 30 35 40 Flow in gallons per minute(gpm) Flow in gallons per minute (gpm) • 900 I I III 1 I I i t I .lPF3o5ol H PF30 Series,60 Hz,0.5-5.0 hp I- 800 17 3 c 700 1Z 600 t. 1PF3030I a 500 ...r............ ..... r 400-{PF30201 c 300 �PF3o115. 02/24/26 'ate .IPF3010I -I - 4� a200 ..I...1........ .. , �':';,r� t� _1430671 . 100 PF3005 4.,:.t.%, '';:';J PDAT,II IIWITPk . 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) NTD-PU-PF-5 Orenco Systems®•800-348-9843•+1 541-459-4449•www.orenco.com Rev.3©01/21 Page 4 of 5 ` y3y EH APPROVED \ S•, tO EXISTING 4 BDRM RES \ A.Anderson 03/122026 O EXISTING SHOP/GARAGE \ I \ O EXISTING DRIVE • SCALE-1'=60•-0" 21A'S' \ \ \III` WELL O EXISTING SEPTIC TANK(PER 1976 PERMIT/INSTALLATION)FAILED(ABANDON PER CODE) / / \ Os EXISTING D.F.(FAILED DUE TO AGE)-ABANDON NOTES: '\ \N. , O PROPOSED 3 BDRM ADU(ADU NOT INSTALLED VET-UNDER SEPARATE PERMIT) -RESTRICTNE LAYER BELOW 00' \ $55/ OT DRIVE -FNE TIMES RULE MET ,ii2NN\ <7 -NO WELLS WITHIN 100'OF ORAINFIELO \\\ `� O ADU CLEANOUT/SEPTIC TANK/PUMP CHAMBER -ELAPSE TIME METER AND EVENT COUNTER REQUIRED -RISERS TO SURFACE REQUIRED OVER ALL TANK LIDS \\;' O EXISTING STUBOUT I CLEANOUT FOR PRIMARY RES(IE.-88.0) • 1• O \ tD PROPOSED 1200DAL.SEPTIC TANK(IN.EL.-87.5/OUT.EL.-87.2) SOIL LOGS `, 1 • , , • � ''.` �• 1• \\ 11 PROPOSED 1200GAL.PUMP CHAMBER(PUMP EL.-84.0) 1) LOAMY MED.SANG 0-28" \ ROM IS GROUND E.(4)SHOP C RNER(RBM=100.1) . \• • / N 7 (;O t2 900F2 DRIP DRAINFIELD(25FTX36FT)-4 LATERALS-t50FT EACH(IE.-107.5) VERY GRAVELLY LOAMY MED SAND 26-54' \ ; \ I'. F$4. 2) SANDY LOAM 0 4. \�T \\ \\(A�7 13 900FT2 DRIP R/A MEDIUM SAND WITH FAINT MOTTLING 36'� • \\\ : 3) SANDY LOAM 0-36' K\ N, \ I •J /1 MEONM SANS WITH FAINT MOTTLING 36- s. \ \\ 4) SANDY LOAM 0-30"1/2 \ N. �� ! -O .,y`•, i \\ VERY GRAVELLY MEDIUM SAND 30-48" TA \ J '! \\ 5) LOAMY MED SAND 0-30' • \ \\ VERY GRAVELLY MEDIUM SAND 30-48" I, \ \ TANK DETAIL-NO SCALE a \ 12 \ ADU GRIP ORAINFlE� 0 • ,'.. 10 Cam \\\'0., �� • \ /".'-'11-17.-- e:r..�., n• \,� TAT 10 ft minimum - • SEE DETAIL separation required 0A• • • . \ 44 - 02/24(?6• �� ..,...........•. e• • _. • N., •ornueria O HEADWORKS(SEE DETAIL PG 2) \I AeAu� r,':'15:''!'::-Y• ...,...1-.1---- . ~I' 9 I • THIS IS NOT A SURVEY: OSITE FEATURES.TOPOGRAPHY.ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATUM �' PROVIDED BYTHE OWENER AND COUNTY PLANNING RECORDS AND ARE INTENDED ONLY FOR THE • REVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC SYSTEM DESIGN.JIM HUNTER It ASSOCIATES RECOMMENDS THAT A UCENSED PROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNER, ESTABLISH LOT LINES.DETERMINE ELEVATIONS AND TOPOGRAPHY AND 1 OR PROVIDE A LEGAL SITE PLAN. NAYDN IS UNKNOWN \ I CONDUCTED TOPOGRAPHIC ANALYSIS OF SITE.DETERMINED TRENCH DEPTH IS SUITABLE GIVEN SITE CONDITIONS 1 A FEE MAY BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION 8 RECORD DRAWING • � • ' \ HWY302TOA LEFT ON QUAIL HILL JIM HUNTER AND ASSOCIATES 220'-1"SCH405UPPLYIRETURN LO ES___ i ,. TO SITE ON THE RIGHT. P.O.BOX 1620LY,WA 98507 15}1316 ALFFKMFFALKaxmwAcax \ —1 5' DESIGNER-ADAM HUNTER 3 SEPTIC SYSTEM DESIGN FOR- ',,`C QU•1/ MIKE YOUNG o SAN, MEADOR- \, I'• 1 \ N 90 E QUAIL HILL RD(PRIMARY RES) I1 /, 2.6.'........2.,,,,,.....---/ LEGAL- 1 OF SCALE-1°=60'-0" C° 122093490090 I SITE 0 EH APPROVED DRIP TRENCH PROFILE-NO SCALE DRIPLINE CONNECTION DETAIL-NO SCALE A.Anderson 03/12/2026 I I DRIP EMITTERS I —,��/---- —'-----V. --'—.--'----_________-- ---------- \ FLEXIBLE CONNECTOR LINE G h P' FLEXIBLE CONNECTOR LINE i-�•.�.C,�`- RETURN LINE-1"SCH4O �`�--.�'��- SUPPLY LINE-1"SCH40 12" 18.9" ------....________ -DRIP LINE TO BE INSTALLED 12"BELOW EXISTING GRADE AND 18.9"ON CENTER -DRIP LINESTO BE INSTALLED USING A NARROW SHOVEL OR TRENCHING TOOL 1/2- FLEX PVC TUBING -DRIP LINES TO BE INSTALLED LEVEL AND PARALLEL WITH CONTOURS ��/////i% /////j j�%/� (.5.-S" MIN. TOTAL LENGTH) � //.i -- ////////-SUPPLY AND RETURN LINE IS 11N SCH40 TO BE INSTALLED 6"DEEPER THAN ///jam. //j/ ��/ DRIPLINE ON END OF DRAINFIELD /////j/ ///j//// /�jj j// { N. DRIPLINE I'I x.�gt -AIR VACUUM BREAKER VALVE TO BE AT END OF SUPPLY 3laymM/�', /�a"Bail�///fl/P� //,-���� / litter Fa•-- Valw LINE AT HIGHEST ELEVATION IN VALVE BOX (Extend 6'/ // .'i Wage a ///// /�I ///ii rsCHmulF ao 1/2-'MP7 X BARBED Past )� ...--1,-.....-„,....;.....-- r• �i 'fie i -FLEXIBLE CONNECTING TUBE TO BE BETWEEN DRILINE AND SUPPLY LINE /i _ RAM MALE ADAP7'EP. -AIR VACUUM BREAKER TO BE AT END OF RETURN FLUSH LINE AT HIGHEST To Tenk� - I From Reid ELEVATION IN VALVE BOX �/ j j 2—i./%i j��33/a"Reiter Neterfa ///1 1/2" FPT PVC ADAPTER •// //////// _Redalmed Water,.....--,....-,..V.%..., PSCHEDULE40 -FLEXIBLE CONNECTING TUBE TO BE BETWEEN DRIPLINE AND FLUSH RETURN LINE //.,r//iiij�-- —' f.4 -EARTHEN DAMS TO BE CONSTRUCTED AT END OF EACH LATERAL TO PREVENT DRAINBACK //rr/ijj�__�•-� O) 4 !H�1•+ I To Field a� i-_,I �S! •�% i DRIPLINE 1 � :"W=r=....�zr�-:.rte •- -DRIPUNES:NETAFIM BIOLINE SELF CLEANING PRESSURE COMPENSATING EMITTERS ------)r--,-- p,,,P5L�, ////-_-_- jj� �Pmsiure%'f i�'%ii/i/// -PUMP MODEL:ORENCO WELL PUMP PF2005 //141 ' ;�Ge oe%/,-.•✓1��1:Onion ij ///� 9" r/�, k = -CHECK VALVE AND HIGH LEVEL ALARM REQUIRED IN PUMP TANK r// // /�-+/� i/ I�/i /j/��t•sCHEWLNO -TIME DOSING OF DRIP SYSTEM REQUIRED AT 12 TIMES EVERY 24 HRS(40 GAL.DOSE) j///ice ./r' O t Fran Pump _ ///� LOOP CONNECTION -DOSE COUNTER AND ELAPSE TIME METER REQUIRED %///// ." - . -ALL VALVE BOXES TO BE ACCESSIBLE TO SURFACE j/j/ / jj��—i"iech FiOei.-.- /�/� / -RISERS REQUIRED OVER ALL TANK LIDS ///jj/ ,//////ij/j "%•":„,..........:,;›,,.......24"DHmeter // ///////// Ribbed Riser FOWLER CONTINUOUS FLUSH HEADWORKS REQUIRED . ////jam`"`<<� ///j/ / �' -VACUUM BREAKER VALVE:NETAFIM 1 INCH COMBINATION 665AR1B1 //////////�////.//���!�/////j� -USE'T"TO'f"CONSTRUCTION CONTINUOUS FLUSH HEADWORKS FROM HD FOWLER HEADWORKS SETUP INSTRUCTIONS 1.Flush the entire piping network by tunnmg the pump for several minutes with the field flush valve open. 2.Wdh the pump still running slowly close the field flush valve.Once the needle as the pressure gauges stabilize.record the pressure on gauges and flow rate through the flow meter for one minute.This will be the actual dose flow rate in gpm needed for the timer settings. 3.Next,calculate the flushing flow rate by multiplying the number of supply manifold connections by 1.6 gpm. Add the dosing flow rate from step 2 to the flushing flow rate.This new accumulative flow rate is the minimum 0212i(4 JIM HUNTER AND ASSOCIATES flow rate needed to achieve adequate scouring velocity in the entire system when system is dosed. P.0.80%163,DLY,WA 996D] ]6}1]26 ai.w..rswortsMaava.wu 4.While the running, slowly pressure gauge psi. 'I i"pump is open the field flush valve until the relum reads 10 •••-•:'e DESIGNER-ADAM HUNTER 5.Now record the flow rate through the flow meter.It should be greater than the new accumulated flow rate .-v required in step 3.More is better. g,,-', ••� SEPTIC SYSTEM DESIGN FOR- MIKE YOUNG \�1Ly1 rr SITE ADDS. ^�,�. ".•• 90E QUAIL HILL RD-PRIMARY RES ,,:�, 1�1AD,.,,,,p. LEGAL- I2DF2 TPa 1220934900801 SR"