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Home My WebLink AboutSEP2019-00205PROPERWOWNER MAILINGADDRESS PHONE SYSTEM DESIGNER Jefrrson County Environmentral Public Health 615 Sheridan St, PortTornsend WA 98368, (360) 385-9444 SEPTIC SYSTEM PERi.IIT APPLICATION Loren E. Bishop & Linda D., Lopeman _ 5? Rishop Hill Raad Chimanrm WA.083?5 ( 206 ) !47-3274 EMAIL lorent@paoficpile-com I\IATFIANN. CLEAVER Designer Phone LEGAL DESCRIPTON: Section-?s'Tournship-29N_RangeJAI_PARCEL#qo,l 3 Subdivision Name Site addrces E Directions to slte & test pits S Garv Avenue Port Townsend / So- thlry19 (Airmrt Cutoff Roadt R- Cenbr Rd. L- Egq and I Road. L- Bishop Hill Rod. Property on L about 1/4 mib dmtn Bistpp Hill RoaO (360) SOURCE OF SEWAGE/I,JSE Residential X Commercial Gommunity TYPE OF WORKNewJ_ Tanks only_Modification Expansion_ Repair_ Tank(s)_ Drainfield Replacement_ Tank(s)_Drai nfi eld_ Designate ReserveArea_ Redesion Wabr Source Private X_Public_ Narne_ SITE SIZE 22 81 acres Ptuvious Evaluatlon YeS case*-AptsUU[Q#L_No- System Type Conventional- Altemative --- x---- SYSTET DETAILS Numberof Galhns/day,600 Soiltype zl_(anachsoileval-) epplicationRate__0.6 gat./sq.ft-/day Drainfield Length 334 ft. TrenchWdth 3 ft. Trench/Bed Depth 6 in. SepticTanksize__1250 gat. PumpChambersize_15!0___gal. TYPE OF SYSTEilI SIMPLE PRESSURE SY By signing the application form, the applicanUorner attests ihat the information provided harein is true and conect to the best of their knolvledge. Any materie! falsehccd cr an'/ cmission of a material fact made by the applicant/s,rner r.*th respect to this application packet may result in this permit beirg null and void. I further agre6 to save, indemnify and hold harmless Jefferson County against all liabilities, judgments, court costs, reasonable attorney's fees and expenses whk*r may in any way accrue against Jefferson Couffi as a i-esult of or in consegijenca of the gr-an'ring of this peiinit. I further agree to prwide acoess and right of entry to Jefierson County and its employees. representatives or agents for the sole purpose of application raview and any required later inspeclions. 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. lnspec{ions shall occur during regular business hours. lnitial here if you require notification before entry Appeal- A person aggrieved of a decision of the Health fficer may appeal. Appeals shall be submitted to the Health Division in writing within ffieen days after receiving written notice of the decision. DISCLAIilER-This application is for an on-site sewage system that meets the state and county standards in efiect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvais. For exampie, it DOES NOT GUARANTEE that you wiii 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 lars in effect at that time.g.* 6;2.* Property Opner Silnafure t1 FOR OFFICE USE ONLY w ll+f a"tq APPROVED o/Q I t ,5 ln INAL r N s p/p u M p rEsr I z/2o/ r", fl$'*Mon itorin g Agreement iT2- (1 Jr? ALL HOLD REQ. .o0 yJ!-J.Z!!--","*J # SEP 8-a7-/? Date ttffi elailuq #tu JEFFERSON COUNTY ENVIRONMENTAL PUBLIC HEALTH 6'15 Sheridan St. Port Townsend, WA 98368 www.leffersoncountypublichealth org Phone 360-385-9444 Fax 36G379-4487 ON.SITE SEWAGE DISPOSAL PERMIT pERMIT #: SEpig-0020S Dare Received: 09t11t19 srrE ADDRESS: 223 BrsHop H|LL RD Date lssued: 11107119 CH;MACUM, wA 9832s Date Expires: 11107122 APPLICANT: LOREN BISHOP PHONE: 206-947-3274 LINDA D LOPEMAN 52 BISHOP HILL RD CHIMACUM WA 98325-9709 LEGAL DESCRTPTTON: BrsHop sHoRT PLAT LOT 4(TAX 29) BND By BLA#108779 PARCEL#: 901353013 Section: 35 Township: 29N Ranqe: 1W DESIGNER:NATHAN CLEAVER NATHAN CLEAVER SEPTIC DESIGN 262 NW THOMPSON RD POULSBO WA 98370 PHONE: 360-598-6546 SYSTEM DESCRIPTION: No. of Gallons per Day: 600 Drainfield- Length: 334 feet PRESSURIZED TRENCH Type of work NEW ptic Tank------ Width: 3 feet Depth: 6 inches Size: 1,250 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 approva! 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 parce!. 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 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. lf 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 MODIFYAN INDIVIDUAL SEWAGE DISPOSAL SYSTETUI 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 z{I Jefferson County Environmental 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 REVERSE & ADDITIONAL PAGES 1 2.) 3.) 4.) \ CONDITTONS OF APPROVAL - PERtllT NO.: SEP19-00205 H - The proposed shop building shown on the site plan for this septic system was permitted under BLD19-00269 without plumbing. No interior plumbing is approved with this septic permit. lf plumbing is to be installed in the future, additional permits through the Jefferson County Department of Community Development will be required, with review by Jefferson County Environmental Public Health. H - Minimum septic tank size required 1,250 gallons Approval/issuance of a sewage disposal permit or installation of a septic system does not guarantee the approval of other development or a building permit on this site. Future buildings that require connection to an on-site sewage system (OSS) shall only be approved if the OSS meets the current standards and codes in effect at the time of the building application. Approval of this permit does not assure the existing septic system has capacity for all uses allowed by current code. 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. H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THATA RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALLASSURE THAT MONITORING IS PROVIDED BYAN APPROVED ENTITYAT THE FREQUENCY DEFINED PER STATE WAC 246-272AAND JEFFERSON COUNry CODE 8.1 5 AS ADOPTED OR AMENDED. 7.) A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 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. Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 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. MAXIMUM TRENCH DEPTH 6 INCHES All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. Drainlines are to be installed along the natural contours. Contact designer prior to installation for staking of drainfield area. Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 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. 8) e.) 5.) 6.) 10.) 11 .) 12.) 13.) 14.) 15) 16.) 17.) sEP19-00205 \\tidemark\dataVorms\F_SEP-Permitmod. rpt Page 2 of 3 11t7 t2019 18.) This approval is for a new septic system only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 19.) The site plan as submitted with the new septic system application on September 11 , 2019 has been reviewed for consistency under the UDC by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the site plan shall be resubmitted for review and approval by Jefferson County Department of Community Development. 20.) The Geographic lnformation Systems mapping review identified the following CriticalAreas on the subject property: Geolog ically Hazardous Areas 21.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 22.) 23.) sEP19-00205 \\tidemark\data\forms\F_SEP_Permitmod. rpt scc The project shall adhere to the Best Management Practices (BMPs) for the control of 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. Page 3 of 3 11t7t2019 JEFFERSON COUNTY PUBLIC HEALTH. 615 SHERIDAN. PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWTNG Designer lnstaller Electncian Property Owner 6:r- lJ----ottc ,1uut c55 Answer all questions or indicate NA Nathan ermit # sEP 19-00205 Tony ltrrmforr{ Parcel # 901-353-013 I nren Rishnfr - l{ompwnner , DeSig n Flow 600 vooziJ Tanks. Pumps and Controls NATtr II'SP. Nov 27 Nov 27 Tank (manufacturer, size, baffles) Pump chamber (manufacturer, size 1 Hagerman 1000 gal. single co mpartment 1 DEC I 3 2OI9 DEI Sclben(s)and/or Pump Shroud (type, location) rump shroud at pump tank. OHENCO Bio-Tube outlet filter at septic tank. Nov 27 Were Tanks tested onsite for water tightness? Panel Model AOUAWORX |PC-S01 Pump 1 - Man./Model Libertv Pumos 29O-Series Flow Rate 65.25 oDm Pump Location (i.e. garage, treatment unit, basement) i.iE of Siiop irrpuinp taiiks Pump 2 - Man./Model P m n a treatment uni bas N/A Other Timer functions & settings (e.9. override on/off)Pumo tank:ZB-08 AUTOCLEAR 2 @*o Timer Model NiA UEU IV Dec 10 I I Float/transducer settings I nches from bottom of tank- On/off -20.9 Timer Functions: On 35 @rnin Veto -20.7 in off -2 sec/min6D 42.4 in Veto On -46 @Imin Storage Above High Water Alarm 481 gal Veto Off -? sec/minth'i\ Dose Counter Reading 00001A/ETO: 00000 # gallons/dose 37.5 gal Elap. Time Meter Read ing 00000:05:17 min/hrs Pump Throttled? Ves lfr) Dose Drawdown 1in inches)11l8 in Float/transducer settings I nches from bottom of tank- On/off -in Timer Functions: On sec/min Veto in sec/min/hroff - Alarm -in Veto On -sec/min Storage Above High Water Alarm gal Veto Off -sec/min/hr Dose Counter Reading # gallons/dose gal min/hrsgElap. Time Meter Readin Pump Throttled? Yes / No Dose Drawdown 1in inches)in lf additional pumpt- complets the info ln this tablofor each and attach. \WEB\ONSITE\Asbuilt_Report_Form doc A4Q8t1Opage I of 2 Flow Rate Nta qpm ttI L Alarm - Pre-Treatment S-qrfr'!filtar hrein hinh q-r.2fo4 slarm ehrrfc r{nrrrn hrtmn tn Q:ndfiltar V,.l,r. i-qavi -iqi iii 9iiUi- vUriii p'J;iii, i.U aqiti-,,,.e, , Sandfilter Basin sizeilocation Sand Fill met design soec? Yes / No ATU (manufacturer, nnodel) Disinfection Unit (manufacturer, type, model)_ Date lnsp Alarm tested Yes / No lndependent Alarm Yes / No Drai field Transport Pipe size, schd, diameter SCH4O PVC anifold size/schd 2"SCH4O PVC Nov 27 Orifice size____f18" _ Laterat Size/schd_1_9O.F{4QlpVC Nov 27 Rarriar J\/latcrial Filter Fa eover Material/Depth_C Residual Head (lat.# & ft. Head)10'Sourt Heiohts The laterals/pods were balanced /No Sou rce/Man ufactu rer of Drai n rock/Gravelless ch am bers Drainroek Clean? ftloundiGlendon $ite Prep Nov zz Drainfield Length 334 width 3 Depth 6 inches Caps for measuring residual head stored (location)Solitter box at drain field COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary neaarn uepartment inspection issues resoiveci Yes i No i iiA if yes how? Dec 10 Dec 10 Nov 27 tJsers Manuai Provided to Homeowner Tank/component Decommissioning Report Attach lnstaller Certification attached/signed Yes / No ATTAGH RECORD DRA\ /lNG stamped/signed by Designer" or Licensed Professionat Engineer I CEI?TTTY TI(E INTORA4.ATION ?ROVIDED ABOVE WAS VERTTIT.D 8Y INSPECTION, THE svsIEM rilAS INSTALLED AS DESIGT\,ED AN,D A?pRovED W JEFFERsot\, cout\,ry +fl DATE.) 01? TI{AT CHANGES HAVE BEEN NOTED AN,D s N COI,4?LIANCE V)ITH V)AC 246 -272. L 3 t1 f/6 aLf) Designer Signature v, ed Yes I rrro l(9 ate /3 DEC I 3 2O'9 RE CE I H:\WEB\ONSiTE\Asbuilt_Report_Form.doc O4i2Bl1Opage 2 ot 2 License # No lf no, what action taken? TEGEND l-( ./'.1't-Jl) T a 1$ l{o Build Sd Log BrdkftE Envelope Se{beck Existig Septic Conponent Trce* tA) Oean Out (B) Septic Tank (.C) Efter Sock (D! ftrmp Tank (E) Splitter PROPERW LINES BASED ON COUNry RECORDS #524308'. June 11 ,2007 ; Vol. 32 Pg. 044 CONTOUR LINES SOURCED FROM: Jefferson County Central Services GIS tr/tapping Record Drawin NOTES: I, ALL WATER LINES MAINIAIN >IO' SE-IBACK TO ALI, SEI,IIC COMPONENTS SCALE: 1" = 120' THIS IS NOTASURVEY IT{EASUREMENT TABLE I I I \7 ll ll It lt I , I II I I I I! a Y (}4 ()' t 04.o 3 *qE.E 53.OE C 58 3'95 o', )1 ,3_ 82.8'118 6', t I 4 990 91 6', )900 L22 6 86.8 121.( 825 62.4',86.8' 6.5,7 90 0' 131.:l L67 7 128 7'.165.6' 12s;152 8' 15 122 6',L60 7'. ---i \\\\ / t. \, '. \ I t-r-H-a. \ r I '. ., n.oi"-" I t*_----'f---.-_-i \/! \/t I Nathan Cleover Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulslro, WA 9Bi:,70 E-mail : nathan @ nathancleaver.com CUSTOMER: TAX ID #: LOCATION: DRAWN BY: DESIGN BY: DATE: Loren Bishop 901,353-01 3 223 Bishop Hill Road Chimacum, WA 98325 ALR NATHAN N. CLEAVER August 8, 201 9; RD: Dec. 10, 201 9 \ N I I .F 6 4 10,6 7 R AF 4t I 131 S' 17S6 117 1 5:RO 5 'iO'l,lo Build Soil Log tsuilding Envelope Setbad< &btng Septic Component Tree {A} Oean Ort (B) Septic Tank (C) Ffter Sock (D} Rrmp Tark {E} Sptitter * .!&Et€ f.x -.7 L .t-L'-sI 4 Shed tt ,/ PROPERTY LINES BASED ON COUNry RECORDS:-/ #524308: June 11 ,2AO7 ; Vol. 32 Pg. 044 CONTOUR LINES SOURCED FROI\4: Jefferson County Central Services GIS Record Drawing NOTES: l.ALL WATER LINES MAINTAIN >10' SE-TBACK TO ALL SETTIC roo% Primary ti COMPONENTS A-',.N,I '.oo'Setback Ext. Shop w/ - F_athroom Only SCALE: 1 "=40' THIS IS NOTASURVEY z% Slope 23.8IO acres (B) +z'Laterals Total: 336 LF to lAIelI a^ud Weli House Water T,ine Water Line \- \7\,\/\/\/\/\/\/ t/\/ .V Oa o :r o --s I I I I I I I )' I *iI ti It I I I I I €I I I I I I I I I tr WaterSeptic System sEP79-00175) Existing (Per I I Existing Well Shared Parcel "C"I Reserve Area too Y CP (}4 {}' 0'37 L',22" 06 8'4L t'. l.o'89 6' 95 0' 4'100.1' l to6 7' L18.O'E 81.8' I r8',118.6', 123.r 125 0' L29.(;o' 13 1.5' L2 5.6'5 93 6'(6 722 6 86 8',7 L2L.O'I 825'Lt7 t'953 .5'80 2'10 s8 5'84 3't.4'85 8'go o' 1.3'L67 7',L4 L28.7',tr 65.6' 162 8', 16 t 12.6'L60 7', t I / Existlng lvell I I I I I I roo'Well Setback I I I Ext. Ifi.rrt t _t MEASUREMENT TABLE !!lr Nothan Cleover Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Boad, Poulsbo, WA 98370 E-mail : nathan @ nathancleaver.com CUSTOMER: TAX ID #: LOCATION: DRAWN BY: DESIGN BY: DATE: Loren Bishop 901 -353-01 3 223 Bishop Hill Road Chimacum, WA 98325 ALR NATHAN N. CLEAVER August 8, 201 9; RD: Dec 10,2019 TH I I I I i I I I I I I I I I I t I i l I I I I I I I t32oBDEC I cF 5 100251 NATHAN N CLEAVER roo% Reserv'ed Area 4o'x t1o' = .4,4oo SqFt t. --/-PROPERW LINES BASED ON COUNTY RECORDS. #524308. June 11 ,2007; Vo&32 Pg.044 CONTOUR LINES SOURCED FROM: Jefferson County Central Services QIS Mapping N - Building Envelope - Setback Existing Septic Clean Out Septic Tank Filter Sock Pump Tank Splitter LEGEND W2 Aa # 10' No Build Soil Log (A) (B) (c) (D) (E) Component Tree Shed roo' Well Setback i ll I ll I Proposed Shop Bto r -oa a SCALE: '1"=40' THIS IS NOT A SURVEY32.8IO acres Existing Well Shared Parcel "C" NO building site, drivewaY, access or other aPPurtenance has been reviewed or approved bY Jefferson CountY staff 100% Reserved 40'x 110'= 4,400 SqFt ( Ext. WeU and WelI House Approx. Water Line Existing Septic System (Per SEPT$OO175) -#100% Reserve Area Water Line 100% Prrmary (8) 42'Laterals; 5'O C. Align to Contours Total Required: 334 LF l E t d Jqd( o P =O o x a \\ \ \ SL2 - o,i$\c' \xoo -o oa o ,E J Eoo-6c (U F oO vc GFblr) 1' I I I I I I I I I Slope I I I I I I -:--\ tr i.,oe '100'Well Prcposed Water Line SEP T 120\g aProposed \/\/ I/\/\/\/\/\,\ I gtg groo25t NATHAN N CTr.,,1 \ \ I I NOTES: I . ALL WATER LINES TO MAINTAIN >IO' SETBACK TO ALL SEMIC COMPONENTS 2 Nathon Cleover Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 E-mail. nathan @ nathancleaver.com CUSTOMER: TAX ID #: LOCATION: DRAWN BY: DESIGN BY: DATE: Loren Bishop 901 -353-01 3 223 Bishop Hill Road Chimacum, WA 98325 ALR NATHAN N. CLEAVER August 8, 201 9roo'Well Setback I SL4 I \o a SL1 r \ \ \a\/\/ tl ,l tl IJ,' t/ a .\ \ I I I I I I I I I I t Existing Wel] LEGEND r- 7 ---- a L_ ) -',_)A a 10' No Build Soil Log - Building Envelope Setback Existing Septic #Component Tree (A) (B) (c) (D) (E) Clean Out Septic Tank Filter Sock Pump Tank Splitter PROPERTY LINES BASED ON COUNTY RECORDS. #524308. June 11,2007 ; Vol. 32 Pg.044 CONTOUR LINES SOURCED FROM Jefferson County Central Services GIS tt/apping ^.N, SCALE: 1" = 120' THIS IS NOT A SURVEY RECE IVED sEP 1 1 2019 JEFFERSON COUNTY ENVIRO$IMENTAL PUBLIC HEALTH ta r'tl I ALL SEPTIC COMPONENTS 2.THE TANK LOCATION CAN BE CHANGED /ALTERED AS LONG AS ALL OFTHE APPLICABLE SETBACKS ARE MAINTAINED. *BE SLIRE TO CHECK WITH THE DESIGNER FOR APPROVAL PRIOR TO ANY & ALL CHANGES TO ENSIIRE PROPER OPERATION & FTINCTIONALITY IS RETAINED.,,' NOTES: i l"--"i I. ALL WATER LINES TO MAINTAIN >IO' STdEECTCTO I I I i \ / Nothan Cleaver Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 E-mail. nathan @ nathancleaver.com CUSTOMER: TAX ID #: LOCATION: DRAWN BY: DESIGN BY: DATE: Loren Bishop 901 -3s3-01 3 223 Bishop Hill Road Chimacum, WA 98325 ALR NATHAN N. CLEAVER August 8, 201 9 NOb ng site, driveway, access or r e ppurtenance has been re or approved by n County staff '::i':G:Js-..,/I irir'' d?, ta-,V* /i[i",t Date I I { v I ll It I r! I ! .'q i\ \ \ \ I \ I l I a I I I I\/a- \ \ INLET Specification Sheet 2 Compaltment Septic Tank Details (Not Drawn To Scale) ISERS TO SURFACE High Level ORENCO FILTER SOCK 1,500 Gal. Pump Tank Detail (Not to scate) System Information and Specifications Septic Tank: .l,250 gal. w/ risers r' Pump tank: 1,500 gal. w/ risers All Tanks must be placed on a leveled, compact base of pea gravel or sand. (1 Construction Notes: (1) Dry Weather lnstallation Required (2) Trench Bottom Must Be Level (3) lnstaller must contact Nathan Cleaver Septic Design, lnc. (360-598-6546) a minimum of 1S-days prior to installation to schedule inspections and Record Drawing creation (additional fees will apply). (4) All tanks to be installed on a level, compact base of sand or pea gravel. (5) Control Panels to be mounted on the exterior of buildings or treated post in line of sight to all tanks. Trench Profile (Not to scate) Shallow Pressure PreTreatment Level: Operating Capacity: Design/Surge Capacity: Maximum Trench Depth Trench Width Maximum Cover Material Minimum Cover Material Lateral Spacing O.C. E 450 GPD / 600 GPD 6"v 36" 24" 6rt 5' (E) FROM HOUSE 1" PVC Lateral 2" Transport Line From Pump Tank 2" x2" x 1" (1) 18" tall 18" diameter pump shroud (2) Pump (3) 1/8" Hole (4) ?" PVC Check Valve (5) 2" PVC Union (5) 2" PVC Ball Valve (7) 2" PVC Transport Line (8) Aquaworx Transducer (9) Splice Box (water tight) ( 1 0) Antisiphon RECEIVED emergency reserve (29 g/inch) IN LET Pump: Liberty Pumps 29O-Series or equivalent Controllen 1 Ea. Aquaworx lpc-S0t Controller / Drainfield sizing: 1ZOgal/bedroom x # bedrooms ,/ soil app. rate:sf 120 gal/bdrm x Sbdrm /O.6g/day/sf = 1 ,OOOsf y' 1 000sf,/3'wide trenches : 334' min. total trench- Pump Sizing lnformation Lateral, Manifold and Transport lnformation Total Lateral Pipe Length: 334' Maximum Lateral Length: 80' Lateral Line Diameter: 1" Lateral Spacing: 5' O.C. Lateral Line Type: SCH 40 Transport Line Type: SCH 40 Transport Line Length: 95' Transport Line Diameter: 2" (A) (F) Note: Place Bottom ofTransducer 2" above top of pump shroud. sEP I I 2019 JEFFERSON COUNry ENVIRO.IMENTAL PUBLIC HEALTH " BallValve Pump lnformation: Residual Head (squirt height): Pump Capacity GPM: Dynamic Head TDH: Dosing lnformation: Orifice Spacing: Total Orifices: Orifice Diameter: Dose Volume (operating capacity) Number of Doses per day (!t) (L) 5' 43 22', Cover Material: Soil Type 3 or Courser with 2" Topsoil Cap (A): Meter Box or similar type enclosure (B): 1" PVC Threaded Cap (Cleanout Poft) (C): 1" PVC 90'Log Sweep (D): Rotated Section of l " PVC Pipe w/orifice shield, lf the orifices face down, then orifice shields are not needed. (E): 6" PVC Cap (lnspection Port) (F): 6" PVC Solid Pipe lnspection Port (G): Cover Material (H): Filter Fabric (l): 1" PVC Pipe Lateral (J): 7/8" fO 1-1/2" Washed Drain Rock lnstaller may use lnfiltrators if desired./ (K) 6" PVC Perforated pipe w/rebar anchor (L): Native Soil (M) Existing Grade 49" 84 1/9" 37.59a1. r,/ 12 od i'1,?'; En Pump Capacity: Orifice discharge rate x # orifices 0.41 x 92 (including test orifices) - 43 Total Dynamic Head: Elevation Gain + Residual Head + Friction Loss 2+5+15=22 Friction Loss: f=L[(Q/K)^1.85] Trans. Line: f=95[(43/284.5)^1.85] - 5 Misc Fittings: - 10 .f \o E 'lp;x-a if +le"r1 Date ?4.4" 4) (1 Note 1 (B) (r) il @ (l) (K) Nathon Cleover Septic Design, Inc. Phone: (360) 598-6546, Fax: 360-598-6548 262 NW Thompson Road, Poulsbo, WA 98370 E-mail : nathan @ nathancleaver.com CUSTOMER: Loren Bishop TAX lD #: 901-353-01 3 LOCATION: 223 Bishop Hill Road Chimacum, WA 98325 DRAWN BY: ICS & ALR DESIGN BY: NATHAN N. CLEAVER DATE: August ?2,20"19 (G) rI 16_6" | +ao sat.l flr I -(2) lr e" lszz oat I Jefferson County Environmental Health Dept. 615 Sheridan St., Port Townsend, WA 98368 360-385-9444 SOI EVALUATION Properly Owner/s Date soils logged: Loren Bishop System Designer Nathan N Julyz4, zorg Logged by:Nathan Cleaver LEGAL DESCRIPTION: Section 35 Township:gNRange lW Parce Include soil textural characteristics and depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. Use additional sheets as necessary t * O IAEo)o.s(-) c)Atr bI) o=a O O =a (.) t< XOF dO .id)EE -o -(B O t-rd)O d> C)() z U ^ 11 ra I a-2 Z-JZ 32-54 54 F I ^^^^LUUse Loose Comp. Duff FLS FS 0.6 0.6 R 54 in.54 in. \ o[*u5" q o 2 o-2 2-32 32-50 50 F Loose Loose Comp Duff FLS FS 0.6 0.6 R 5o in. 5o in. vhotr *,n$ \I\ 3 o-2 2-32 32-44 44 F Loose Loose Comp Duff FLS FS 0.6 0.6 R 32 ln.44in. o(/bl) l/.Add' 3)+ 4 o-2 2-32 32-47 47 F Loose Loose Comp Duff FLS FS 0.6 0.6 R 3z in.47 i\ RE CEIVED SEP I 1 2OI9 JEFFEBSON COUNTY ENVIRONMENTAL PUBLIC HEALTH a &