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Home My WebLink AboutSEP2018-00073JUN 0 6 2018 Jefferson County Public Health 615 Sheridan St,, Port Townsend WA 98368, (360) 385-9444 SEPTIC PERMIT APPLICATION c\ PHONE SYSTEM DESIGNER (3UD ) frasrfs\n L\Caf \,S- -- -Desisner phone /r \ - Lt-l LEGAL DESCRIPTION: Secrton.SB Township?b$ Ranse\\J pARcEL# QC)-\+.8a(1rrA Subdlvislon Name Oivision _ Block ---__ Lot(s) *__ Site address/Directions to site WATER SOURCEPrivate 2 Public --7--' 8y signing the application form, the applic8nuownor attests that the information provided herein is true and correct to the best of their knowledge. Any matgrial falsohood or any omission of a material fact made by the applicanuowner with rcspoct lo this opplication packet may result in this permit being null and void. I further agree to save, indcmnify and hold harmless Jefferson County ag?inst all liabilities, judgments. court costs, reasonable altorney's f€os and expenses which may in any way accrue agairst Jefferson County as a result of or in consequence of tho granting of thls permit, I fttrthsr agroo to provide access and rlght ot entry to Jofferson County and its employccs, representatives or agents for lhe sole PurPose of application review and any required later inspections. Statfls access and right of entry will be assumed untess the applicant informs tho County in writing at the time of tho application that he or she requiros prior notice. lnspections shall occur during rogular business hours. lnitial here if you require notification before ontry -.. Appeal - A person aggrievod of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing withln liftoon days after receivlng wilten tlotics of tho 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 ication will be separately judged by the rules and laws in effect at that time. -/, SOURCE OF Residential syAGE/usE Residential ADU Commercial Community-- SYSTEM TYPE Conv6ntlonal Altemative 7- TYPE OF WORKNew---:1 Tank/s onty._--rrlooincaiio[_Expansion_ Repair_ Partlal Repair - (tank) _ (drainfield)._ Desiqnato Reserve Area Reddsign 4 srTE SlzE iQ. A+re- Provlous Evalualion No Yes # Number of GattonslOay *3tp0 Sol type t/ (auach so1 evat,) Apptication Rate--1L/ -gat./sq.ft./dayDrainlield Longth_;1bo_ft. Trench Widthjl_fr. TrenchlBed Depth ..:LI *in. SepticTanksize lbop gal. PumpChambersizo_!_!X2_gat. SYSTEM DETAILS TYPE OF frzrch FOR OFFICE USE ONLY pln ASBUILT F5" ou,u_6-e$_Check trFee_ Rec ALL HOLD REA. cas"#6E| /8-oo0n Agreemont lqFINAL!leo I4 1 PARTIAL INSP/PUMP TEST I r;:\n-ollliITE\f'orms\epplicatrQrr Fcrrn r. lnfo\1015 S.J[rtrc PuruiL Application.(loc I JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan St Pcrt Townsend WA 98368 www jeffersoncountypublichealth org Phone 360-385-9444 Fax 360-379-4487 ON.SITE SEWAGE DISPOSAL PERMIT pERMIT #: SEplg-00023 Date Received: 04t24t18 SrrE ADDRESS: 61 ENGEL RD Date lssued: 06/15/18 poRT T.WNSEND, WA 98368 Date Expires: 06115121 APPLICANT: RACHEL BRANNIGAN PHONE: 360-821-2101 CHRISTOPHER J SHERFICK 61 ENGELRD PORT TOWNSEND WA 98368-9744 LEGAL DESCRIPTION: S28 T30 RIW GOV LOT 6(LS TX 13,15-17,21) LESS R/W, SUBJ/EASE PARCEL#: 001283002 Section: 28 Township: 30N Ranqe: 1W DESIGNER:FRANKLIN J CLARK PO BOX 1954 SILVERDALE WA 98383 PHoNE: 360-830-4765 ,/l 99.r41 7.ils*^g-/" (s"ht tublb l.leolth SYSTEM DESCRIPTION No. of Gallons per Day: PRESSURIZED TRENCH 360 Type of work:NEW Drainfie ------Septic Tank------ Size: 1,000 gallonsLength: 200 feet Width: 3 feet Depth: 11 inches 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 wil! 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. PeTmit issued to CONSTRUGT, ALTER, REPAIR OR MODIFYAN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON GOUNTY, WASHINGTON This permit is issued for a period of three years (unless otherwise stated above) in accordance with Jefferson County Rules and Reg This permit may not be renewed. ulations for On-S Systems,in JCC 8.15 as amended 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 CONDITIONS OF APPROVAL - PERMIT NO.: SEP18-00073 1.) The application was reviewed by Jefferson County staff, via a GIS map review, for the presence of CriticalAreas as described in the UDC and has concluded that the property contains a mapped slight landslide hazard area associated with the slope to the south of the project site, and would not prohibit or restrict the installation of the proposed septic system. Future proposals will be subject to a new review and conditions may be added if CriticalAreas are found on the property. 2.) 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. 3.) H - AS pER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSTTE 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 COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 4.) 5.) 6.) 7.) 8.) e.) 10) 11 ) 12.) 13.) 14) 15) 16) A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINALAPPROVAL 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. 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. Dry season installation required. MAXIMUM TRENCH DEPTH 11 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. Divert all sources of drainage, including roof drains away from septic tank and drainfield area. Risers are required t6 grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser over inlet. 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. sEPl 8-00073 \\tidemark\data\forms\F_SEP_Permitmod. rpt Page 2 of 2 6115t2018 JEFFERSON COUNTY PUBLIC HEALTH. 615 SHERIDAN. PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT FOT REGORD DRAWING Franklin Clark - A + Onsite, LLC it#sE@Designer lnstaller Electrician Property Owner Site Address Chris Sherfick - Home #001 283002 Ch n Flow 360 Chris Sherfi cl</Rachel Bran ntqan 61 Engel Rd, PortTownsend Wa 98368 Answer all questions or indicate NA Tank (manufacturer, size, baffles) Pump chamber (manufacturer, size Tanks. Pumps and Gontrols Shold Excavati no lnc. / 51000 / lnlet &Outlet Baffles Shold Excavati lnc. / P1000 4u923,2019 4u923,2019 D HEALIH DEC 0 g 20ts Screen(s)and/or Pump Shroud (type, location)Filter Sock SepticTank Outlet Baffle Auq 23, 201 9 Ullere Tanks tested onsite for water tightness?@, *o Panel Mod Pump 1 - Rhombus Simplex Timer Man./Modet Libertv 280 Flow Sept 30, 201 9 3&4.3e9 Pump Location (i,e. garage, treatment unit, Pump 2 - Man./Model N/A Other Timer functions & settings (e-g- override on/off) Flow Rate N/A oom Pum Tank FloaUtransducer settings lnches from bottom of tank- On/off -ls' in. Timer Functions: On ,;30 Veto -N/A in off -sec/m Alarm -tn Veto On - N/A sec/min Above h Water Alarm Veto Off - N/A sec/min/hr Dose Counter Rea #lons/dose EI Time Meter Readin min/hrs Pump Throttled? Yes T-x- i!.Dose Drawdown 1in inches) FloaUtransducer settings I nches from bottom of tank- On/off -N/A tn. Timer N/A Functions: On N/A sec/min Veto - N/A rn off - ru/R sec/min/hr Alarm - N/A tn Veto On - N/A sec/min Veto Off - N/A sec/minlhr Dose Counter N/A # gallons/dose N/A gal. EI Time Meter R N/A mini hrs Pump Throttled?ies I rrto 6/D Dose Drawdown 1in inches)N/A rn- lf additional pumps- for each and attach. complete the inl6 tn this table H :\WEB\ONS lTE\Asbuilt-Report-Form'doc 04/28/1 Opage I of 2 N/A N/A sRO sal. C:u*r(rn Q Storaqe Above High Water Alarm N/A -gel- Pre-Treatment Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No/@ Sandfilter Basin size/locatiop N/A Sand Fill met design spec? Yes / No ,@ N/A Date lnso N/A Aug 23, 201 9 Auq 23, 201 9 Aug 23. 201 9 Auq 23, 201 9 4u923,2019 ATU (manufacturer, model Disinfection Unit (manufacturer, type, model N/A Drainfield Transport Pipe size, schd, diameter-_ i 40scld/ Manifold size/schd /40schd Orifice size 1/8" Lateral Size/schd 1'l40schd Barrier Material Filter Fabric Cover Material/Depth Sand / 6"- 8" Residual Head (lat.# & ft. Head)4 laterals & 5'Head Alarm tested Yes / No /@ lndependent Alarm Yes / No,@ The laterals/pods were balanced 6ebl No source/Manufacturer of DrainrocuGravelless chambers Shold Excavating lnc' Drainrock Clean? @ No lf no, what action taken?N/A Mound/Glendon Site Prep N/A Drainfield Lengttr (4)50' laterals - 200'total 3 Depth 10 inches Caps for measuring residual head stored (location) ln the Manifold Valve Box COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additionat sheet(s) if necessary No issues. system installed pre the approved design. Health Department lnspection issues resolved Yes / No @tf yes how? Users Manual Provided to Homeowner i4^--S'*l , * TanUcomponent Decommissioning Report Attached Yes / No / @ lnstaller Certification attached/signed Yes / No ,@ 0 - ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer T CERTIFY TI{E TNFORI4ATION PROVIDED AtsOW WAS WRTFIED 8Y TNSPTCTION, TNE SYSTEM l4/AS INsfA LLED AS DESISNED /4ND A??R9VED lry JE:ffEP'SoN couNTY (DATE) OR T|TAT Cil{NcES ITAW 6EEN NOTED /{ND rs rN col,4?LrANcE WTTI{ WAC 246 -272. go--{q 51 0041 3 Date DEc 0 g 2//t9 DRE HEAIIH H:\WEB\ONSITE\Asbu ilt-Report-Form.d oc O4l28l 1 gpage 2 of 2 License # -.1l. S+TE TEAMdC A + Onsite, LLC Commerical & Residential Septic Design NAME: DATE: ADDRESS: Chris Sherlick & Rachel Brannigan 30 Sept 2019 61 Engel Rd Port Townsend, WA 98368 TAX I,D.:001283002 P.O, BOX 1954, SILVERDALE wA 98383 TEL. 360.830.4765 aplusonsite@live.com eXnneS, SYMBOLS LEGEND 8o- * Z @ @ E o+o 0 -l/v--0ws- - MM 1150.Gri.SFrcTN( ME EIENGREBI son-TESTP[too Tr0rl w IERffftYViAn WATER iEIER ErECrHCrr JrilCnOt 80X UI]IJW RI.E f,*s Pfft toc^roil 6IilEEE(@EHC} W^TBTIE DAtlOG mER SlpPrY U]€ PilENUC moFqrYuc mGuEtBrsno nE€mtf,E{ttc 'a,210',+/- 5@u! + I I +i\ rv) e '1,227',+/- SCALE:0 50 100 SFR qc .3 0 G3 2N +L * ** * .f,s o ) l8(i +t * *** * @9'+t. # * *QX #* R E IYEAIrH DEC O g Z//E o- Fir"y l Ilplnfieldl {3 0 ozLU(5 lIJJ (n Joco =(n E E E EEH EEE E Fr -Jx N'eeog@o**{ii -,q . + E a 5 3 , a B { 7 c .s)a()E l.o .O- (/) (I)E *tC U)Ec,po; +p <E oO UJJg.E @o[rr-: Ja6 56H3 9| sEB #6aO CF= oxsd -3H F3 oo A-t$) a\s! S (-) (<ia (o 3o I-o dz. {-ucLilt+ ch @@ 6o =d aE eE TIJ E58 U)o uJE HE15e €E;9o .Y'o Eeau)cn a.?E 3 (E o x F NoooaN oo M c "{ o o lr uiJ C)C) I +bo \ , I .-\-, L o * # 4- o E(o .PVI -(/r d)c .9 oo Na 5o 1,2'.10' +/- 5 @u] + I I +i\rnrn !(oo cc c OJ Eo (o t-l,J e 1 ,227 ,+t-SEWAGE IGN App THIS rS NOr ASURVET 50'x26' ExirtirE Houre 208',+/- o DF o = =g5ti (6 i = = '= 467'+l- oo \*loo, lolo o o\e 696'+/-rl[+ fodris hftiBy fi { 171'+/- JUN 0 6 2018 J F c VIEN NRO M ENT LA H EAL TH 6zoc+ @+ i+E=O@Soae@N * ? o z o zo no ouz n E == E E = = P d =2{;4FrAqoYr66=2!4Hd iH r = H E = HE 3 E e- F E E == E E - IYE EIHH=Ea=4;*-sfr==Z=EEH H =Jne g P =z C" =@o C" c)ITt =.I . OLD IMPERVIOUS SURFACES DRIVEWAY: 1,000 +/- SQFT H0U5E:1,3ffiSQFI TOTAL 2,300 SQFT NEW IMPERVIOUS SURFACES DRIVEWAY 4,800 +/.SQFT HOUSE:2,727 SQFI' T0TALT 7,527 SQFT SCALE: 0 50 100 A + Onsite, LLC Commerical & Residential Septic Design P.O. BOX 1954, SILVERDALE wA 98383 TEL. 360.830.4765 aplusonsite@live.com GENERAL NOTES THIS IS NOT A SURVEY. ALt PROPERTY TINES/BOUNDARIES HAVE BEEN DEMONSTRATED BY THE OWNERg(S) AND/OR THErR AGENT(S). . DRY WEATHER INSTALLATION AND SITE PREP REQUIRED GEA).. PROPTECT PRIMARY & RESERVE DRAINFIELD (DF) AREAS FROM ANY DEMAGE. . NO FOUNDATION SPOILS OR BURNING ON DF AREA. - DIRECT ALL DOWNSPOTS/SURFACE WATER AWAY FROM DF AREA. IF DF LATERALS OR MODULES ARE DEPICTED, THEY ARE APPOXIMATE AND MAY VARY. PROVIDED THEY REMAIN IN THE DELINEATED OF AREA. .ALL WELLS WITHIN lOO FT OF PROP. BOUNDARIES HAVE BEEN SHOWN. . EXCEPT FOR THE DISPERSAL COMPONENTS, ALL SEPTIC COMPTS MUST BE WATER TIGHT. . WATER LINES SETBACKS MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENTS. . SEED OR MULCH THE DF UPON COMPLETION OF FINAL COVER. . LATERALS MAY BE NO CLOSER THAN $ ON CENTER. 'THE USE OF THESE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION IS EXPRESSLY LIMITEO TO SUCH USE. RE.USE, REPRODUCTION, OR PUBLICATION BY ANY METHOD IS PROHIBITED TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. . THE SYSTEM MUST BE INSTALLED AS DESIGNEO. ANY SUBSTITUTIONS OR CHANGES MUST HAVE PRIOR APPROVAL OF THE DESIGNER. . THIS DESIGN IS INTENDED TO BE USED AS AN AID IN IDENTIFYING THE TOPOGRAPHIC FEATURES OF THE SUBJECT PROPERTY FOR THE PURPOSES OF THE SEPTIC SYSTEM DESIGN ONLY. ATTENTION PROPERTY OWNER - Carefully review ALL aspects of this septic design. ANY costs incurred due to changes to this design after submission to the local Health Juristiction and to the Department of Community Developement are the sole responsibility of the property owner. SITE PLAN NAME: Chris Sherfick & Rachel Brannigan ORIGINAL SUBMISSION DATE: 24 APRIL 2018 ADDRESS: 61 Engel Rd Port Townsend, WA TAX LD.; 001283002 Rev: A // Submitted: 06June2018 Pg3of7 o I \ o o o \o oo t A + Onsite, LLC Commerical & Residential Septic Design o P.O. BOX 1954, SILVERDALE wA 98383 TEL. 360.830.476s aplusonsite@live.com GENERAL NOTES o o o lntry o r{tr\os =It I \, =a -..'.......-.-.....--,Yr cL s8o* -*o:(tl0- ry) -=-_ 56'6o N\o b ><sC\ 5 \ J THIS IS NOT A SURVEY.ALL PROPERTY LINES/BOUNDARIES HAVE BEEN DEMONSTRATED BY THE OWNERg(S) AND/OR THErR AGENr(S). - DRY WEATHER INSTALLATION AND SITE PREP REOUIRED (REO). . PROPTECT PRIMARY & RESERVE DRAINFIELD (DF) AREAS FROM ANY DEMAGE. - NO FOUNDATION SPOILS OR BURNING ON DF AREA. . DIRECTALL DOWNSPOTS/SURFACE WATER AWAY FROM DF AREA. IF DF LATERALS OR MODULES ARE DEPICTEO, THEY ARE APPOXIMATE AND MAY VARY. PROVIDED THEY REMAIN IN THE DELINEATED DF AREA. .ALL WELLS WITHIN 1OO FT OF PROP. BOUNDARIES HAVE BEEN SHOWN. . EXCEPT FOR THE DISPERSAL COMPONENTS, ALL SEPTIC COMPTS MUST BE WATER TIGHT, . WATER LINES SETBACKS MUST BE A MINIMUM OF 10' FROM ANY SEPTIC COMPONENTS. . SEED OR MULCH THE DF UPON COMPLETION OF FINAL covER. . LATERALS MAY BE NO CLOSER THAN 5'ON CENTER. . THE USE OF THESE PLANS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION IS EXPRESSLY LIMITED TO SUCH USE. RE.USE, REPRODUCTION, OR PUBLICATION BY ANY METHOD IS PROHIBITED TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE THEM CONSTITUTES PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. . THE SYSTEM MUST BE INSTALLED AS DESIGNED. ANY SUBSTITUTIONS OR CHANGES MUST HAVE PRIOR APPROVAL OF THE DESIGNER. 'THIS DESIGN IS INTENDED TO BE USED AS AN AID IN IDENTIFYING THE TOPOGRAPHIC FEATURES OF THE SUBJECT PROPERTY FOR THE PURPOSES OF THE SEPTIC SYSTEM DESIGN ONtY. ATTENTION PROPERTY OWNER - Carefully review ALL aspects of this septic design. ANY costs incurred due to changes to this design after submission to the local Health Juristiction and to the Department of Comm unity Developement are the sole responsibility of the property owner. oz. LUC'tUJ U)_Iom =ct) EUzE o FxUG GIozfo ffx ^ Z = -d B g i ^Y r o A z fr a- ir-,.,Es 2n e=u n ei * g g E iH u E s5=='r'F; g E fi H=E E E=HHHE F Yz F FLua a5 Floz UJo @ @ I I T Ao N'"oQ@e zUudoEU UuUiF =9o-o o SI o e 100/o SloPe 'l oo, oo F140'+l.Foundation to Reserrle DF-J ooo\110'+l Foundation to Primary DF SElA/AGE DISPOSAL GN for { o E|g v\ oC.9 oo juN 0 12018 F cENVISONM THTAL Soll Loqs </t &1 </t *>s/L #3 s/L #4 O-S"Topsoil 8 - 28" Dark Brown Loamy Fine Sands 2A - 35" Medium Brown - Fine Sands 35 - 48" Mottled Sandy Loams Roots - 32" WaterTable:43" Soil Type:4 Load Rate:.6 H:"',ffi AntipatE6 0 - 9"Topsoil 9 - l9" Reddish Brown Loamy Fine Sands I9-30"Mottled Sandy Loams 30-41"Tan Sandy Loams Roots - 24" \ i:;':::trAd Antipated ,, WaterTable: #1I. Soilrype: 4 A4 Load Rate:.6 O- lO"Topsoil 1O - 18" Dark Brown Loamy Fine Sands 1A - 34" Reddish Brown Sandy Loams With Some Rock 34 - 4T"Mottled Sands Roots - 32" iffL'z?Ep tqntioLt / {lr'ater Table: :+" SoilType:4 Load Rate:.6 O - 6"Topsoll 5- 19"Dark Brown Loamy Fine Sands 19 - 24" Medium Brown Sandy Loams 19 - 24" Compacted Lens Roots - 20" Restrictive Layeti24" Antlpated Water Soil Type: 4 Load Rate:.6 o lr (L f,lAME: Chris Sherfick & Rachel Brannigan ORIGINAL SUBMISSION DATE: 24 APRIL 2018 ADDRESS: 61 Engel Rd Port Townsend, WA TAX l.D.: 001283002 Rev: A // Submitted: 06June2018 SITE PLAN Pg4of7 \ \ o \ ")0 { **Components on this page are not to scale and are shown as representation only. Like and Equivalent Products listed on the DOH 337-024"List of Registrated On-site Treatment and Disribution Products" list may be substituted with the prior approva! of the On-site WastewaterTreatment System Licensed Designer of Record.** 24" DIAMETER ACCESS RISER24" DIAMETER ACCESS RISER SECURED LID WITH GAS TIGHT SEAL Minimum 6"cover overthe tanktops UNION THREAOEOSECURED LID WITH GASTIGHT SEAL l,OOO.GALLON (ONfiETE SEPTICTANl(CROSS.SEflION 3O GALLONS PIR INfi SERVICE VALVE Outlet Baffle Effluent Filter from approved list The SepticTank 0utlet Pipeistobeset2'below the lnlet Pipe,With Slope of 1/8'- 1/4'pre foot Slope to be maintained tothe Pumplanklnlet, FROM SEPTICTANK EMERGENCYSTORAGE 17' TO DRAIN+ FlEl-O ANTI SIPHON VALVE !NDEPENDENT FLOAT STEM FOR FLOAT MOUNTING CHECK VALVE SUBMERSIBLE CENTRIFUGAL FUMP **Pump to be placed/sitting on a 4" |ift above the tank floor.** woRKrNG voLUME 16" ENCLOSED PUMP SEOIMENT SHROUD o**Septic Tank lnlet PiPe to be set to ensure 118" - 1 /4' Pre foot Slope is maintainted from the house Stub Out into the SepticTank.** Lateral, Manifold & Transport I nformation Lateral Pipe Length -Total.... Ratchet Valve, Laterat Pipe Lensth P" sil;..........., :. :.,..... :..:'. :........ Lateral Maximum Length Lateral Line Diameter.. .. . . Lateral SpacinS................ Lateral Line Pipe (Schedule-Class).......... Manifold Line PipeType (Schedule-Class) - (if applicable) Manifold Length - (if applicable)....,............ Manifold Line Diameter - (if applicable)...............,.,.... Transport Line Pipe Type (Schedule-Class).................... Transport Line Length... Transport Line Diameter. **Pump Tank lnlet PiPe to be set to ensure 118' - 114' pre foot SloPe is maintainted from the Septic Tank Outlet Baffle into the PumPTank.** 12 11 9 8 6 5 3 2 o Appr;xec ,,feft/ 12" l,OOO.GALLON (ON$ETE PUMPTANKCROSS.SECTION 21 GALLONS PER INCH SEWAGE Di Doslng lnformation: Orifice Spacing (inches) ........................ 48" Total Orifices ................... 52 Orifice Diameter....... ....... 1/8' Total DoseVolume (gallons)................ 30 Number of Doses Per Day........... 12 Size of Pump Tank (gallons) ....................... 1000 Pump lnformation: Residual Lateral Head (Squirt Height) 5' Pump Capacity (GPM)..... 22.5 GPM Total Dynamic Head (TDH)......... 12.9TDH Effluent Pump: Orenco Systems Liberty 28O, 1/2HP Pertormance Cuwe t zBO-Series o 51() 152025 303540455055606570 U.S. Gallons Per Minute o3a 7A fi4 156 192 Liters Per Minute 200' N/A N/A 50' 1.25', s'o.c. SCH 40 SCH 40 z', SCH 40 SCH 40 1 s0' 2u 9 o)o = 40 35 30 825 LLzoT' SruEro 5 0 228 270 Pump Capacity = (orifice discharge rate) x (number of orifices) 0.434 GPM x 52 orifices = 22.36 GPM Elevationdifference+ Residualheadrequired+IransportPipeLoss+DischargeLoss+LateralLoss+ManifoldAssy=(IDH)5'+5'+.|.4+1.0'+0,1+0.4'=12,9' o. E C, VT -t, oc(,l'6uo SEDIMENTS INSPECTION PORT & RISER *NOTE* SEPTIC TANK SETUP 15 TYPICAL AND MAYVARY DEPENDING ONSITE REQUIREMENTS & MANUFACTURER. SOLIDS CAMPARTMENT CLARIFING CHAMBER JUN 0 6 2018 g\TvtRoNMENTAL H EALTH JE NCO A + Onsite, LLC Cmmeilcrl & Roddmtal SEdc Dodgt P.O.BOXIS|,SLVERD IE IY ffi83 TEL 300i80.47e6 qlmttQlvo.un SITE PLAN NAME: Chris Sherfick & Rachel Brannigan ORIGINAL SUBMISSION DATE: 24 APRIL 2018 ADDRESS: 61 Engel Rd Port Townsend, WA TAX LD.: 001283002 Rev: A i/ Submitted: 06June2018 Pg5of7 I -r **Components on page are not to scale and are shown as representation only** POST END WITH RECEIVING AREA ARC 36 Chambers or Equivalent truo Bffi*ENDVIEW 60"DOME END WITH "KNUCKLE" FINAL GME +INVERT I 63"Pressure Distribution Pipe I Standard Manifold Gonstruction Plans And Specifications -ffi]ffireo-]l*-*l trsErqloHi-l Tffiffi_]I rwrua I SEWAGE DISPOSAL for g Date o- E(! vl o L .9 oo o STIP X XISI ADAP]ER *"8*,1q JUN 0 6 2018 ENTAL NSO oc U N E NRO M H EA TH Drain Field Sizing Calculations Gals Per Bedroom: Number of Bedrooms: Gals Per Day: Load Rate Total Drain Field SqFt: Lateral Leg Width: 120 3 360 Gals/Day .6 600 vii. Lateral Leg Total Length: 36', 2OO LF A + Onsite, LLC MeRcddct{hlSqdcDrdgt P.O. BOX 1S'1, SIL\ERDAIE wA96s83 IELlf,0"MTE6 ret.u*Ann.con SITE PLAN NAME: Chris Sherfick & Rachel Brannigan ORIGINAL SUBMISSION DATE: 24 APRIL 2018 ADDRESS: 61 Engel Rd Port Townsend, WA TAX l.D.: 001283002 Rev:A // Submitted: 06June2018 Pg6of7 Dispersal Component Sizing Hydraullc Loadlng Rate of DlspeEal Area:.6 Mlnlmum Diepersal Aroa (sq. Ft.) ln Primary:600 Minimum Linear Feet or Dimensions:200'x 3' Distribution I Oravtty Dlatrlbutlon lTl Pressure Dlstrlbutlon I Ortp lrrigatlon ! ottrer: Trench Construction Profi le A. Percent Slope ln Primary: 2 B. Maximum Trench Depth: - Upslop€ Sido Measursments - C. Vertical Separation: 11 Precent inches inches inches inches lnches 24 36D. Trench Width: E. Additional Cover Required F. Native Soil Depth G. Restrictive Layer OR Seasonal Water Table:35 inches 6 35 l. Slopo in Primary )x E.Additional Corer RequireO $" B. Maximum Tren€h D. TEnch Widthdepth -Up5lope Slde Measurement-36', 11" F. Native Soil 36', C. V€rticl Separation 24" Olrperr!l Componenl G. Rosticlive Layer OR Seaenal Water Table r---i6-ffiffi-----lmurul Ilwomtuw-l Fecno---e"el General Construction Notes General 1 . All workmanship and materials used for the installation of this Septic System must meet Washington State Department of Health and Local Health Juristiction code. 2, A Pre-Construction meeting shall be held with the Designer, prior to the start of the system in$allation. 3. A final system inspection is required to be preformed by the designer, prior to system cover.Ihe installation company shall provide a'Red Line'drawing to the designer for this inspection, 4. A + 0nsite, LLC shall be notified prior to the Drainfield installation between the months of 0ctober and April for wet weather installation approval. 5. The designer shall be notifed a minimum of (5) days in advance of any required inspections of the system. Please contact A + 0nsite, LLC at 360,830.4765 or Email:aplusonsite@live.com to schdule all meetings and inspections. 6, Locations of existing utilities shown on the site plan are as accurate as posible. However, the installer shall verify all utility locations prior to system installation by calling the underground locate line "Sl l'or visiting http://www.cal181 1.com for more information, 7. Erosion control measures shall be taken by the installer during construction to prevent infiltration of existing and proposed stromwater drainage facilities and roadways. 8. Any changes to this septic design shall be reviewed and approved by A + 0nsite, LLC and Local Health Juristiction,,4. 9. lt is the res@Dibility of the installer to have an approved copy of the septic design on site during construction of the system. l0.ThqCover lnspection of the system shall not relieve the installer of the ,espo@flity to conect any deficiencies and/or system failures as determined by subsequent testing and inspections, lt shall be the installer's responsibility to notifu A + Onsite, LLC and the Local Health Juristiction when all corrections are complete. 1 1, lf the installer encounters any discrepencies between the Design, Calculations, Specifications, and/or Existing Conditions, the installer shall notify A + 0nsite, LLC prior to continuing with the installation by calling 360,830.4765, 12. Ihe Septic Design/Site Plan is'N0T A SURVEYi it is recommended that the 0wner/Contractor has the subject property surveyed. This design is intended to be used as an aid in identifoing the Topographic features of the subject property for the purposes of the septic system design only. '13. lnstaller shall locate all water features and the all wells location prior to commencing the septic sy$em installation.To ensure minimum setbacks are met, 1 4, lt is the responsibility of the Owne/Contractor to locate and stake the house corners and well location, prior to the installation of the septic system. 1 5, Type 4 - 6 soils must be installed in dry weather conditions, Sewer lines 1. Use only PVC 3034 sewer pipe. 2, Use PVC primer and PVC Glue on all connections. 3.lnstall on native soil or well compacted soilto avoid settling, SepticTank(s) l, Use Concrete SepticTank or Polyurethene Septiclank on State Approved List only. 2.Tanks must be water tight, with Access Risers brought to surface, buried a minimum 6' below grade with a minimum of 6' of tank top cover and a maximimum 36'depth below grade to the top of the tank. 3, Bed Septic tanks with gravel as needed, ensuring that each tank is level when installed. Drainfeild 1, Protect primary and reserve drainfiled areas from any vehicle traffic. 2, No foundation spoils or spoils of any kind or burning in the drainfield area is permitted. 3. Direct all downspoutAurface water away from drainfield areas. 4. Drainfeild laterals are depicted, they are approximate and may vary provided they remain in the delineated drainfield area. 5. Seed and mulch shall be applied immediatly upon completion of final drainfiled cover. 6, lnstaller must provide a soil log/soil profile hole on upper & lower end of drainfeild, 7. Lateral Leg trenches MUST BE RAKED prior to the installation of gravelless chambers. 8. No smearing of drainfield trench to occur during in$allation. 9. lnspection ports should be installed such that they are not loose. 10. Use caution to not remove soils when clearing the drain field.. 11. Laterals legs are to be installed per the approved design and may be installed no closer than 5'on center onless otherwise indicated and approved. 1 2. The use of these plans and specifications is restricted to the original site for which they were prepared and publication is expressly limited to such use. Re-use, Reproduction, or Publication by any method is prohibited, Title to the plans and specifications remains with them con$itutes Prima Facie Evidence of the acceptance of these restrictions, 1 3,Ihe system must be installed as designed. Any substitutions or changes must have prior approval of the Designer. SEWAGE DE: A for Date o o. E(U PVI oc.9 oo JUN 0 6 2018 ]EFFER N OUNTY ENVIRONMENTAL HEALTH A + Onsite, LLC Cotnmdcd & RcCdcnbl S€pdc D€dtt P.O. BOX 1${, SIL\ERDATE wAm83 TELffi€Cr/fit5 apfmmb@ho.com SITE PLAN NAME: Chris Sherfick & Rachel Brannigan ORIGINAL SUBMISSION DNE: 24 APRIL 2018 ADDRESS: 61 Engel Rd Port Townsend, WA TAX LD.: 001283002 Rev:A // Submitted: 06June2018 Pg7 of 7 y Jefferson County Environmental Health Dept. 615 Sheridan St., Port Townsend, WA 98368 SOIL EVALUATION Property Owner Chris Sherfick & Rachel Brannjgqq System Desi Franklin Clark - A + Onsite, LLC Date soils logged:O6MARCH2O18 Logged by:Franklin Clark - A + Onsite, LLC LEGAL DESCRIPTION: Section 28 Township30N Range_lltV Parcel# 001283002 Include soil textural characteristics and depths at which s ignificant changes occur. Be sure to include depth where mottling layers occur. SOIL LOG #1 0 to 8 in.To ,l 4 $so[ LoG #2 0 to 9 in. Topsoil 9to 19 in. Reddish Brown Loa my Fine Sands8 to 28 in.Dark Brown Loamy Fine Sands 28 to in.Medium Brown Fine San ln. soil -t-3Q to -Tr-- ,"41 YW ln.Tan Loams D to ln. water table 43 in Roots to 24 inches. Health Dept. Comments ,J SOIL LOG #4 to ln. Anticipated water Roots to 20 Health Dept. Comments l,l D r-lAnticipated water table 43 0Roots to 32 Health Dept. C SOIL LOG #3 0 to 10 in.Eppll_ in.Mottled Sands \/ V D?z{ 10 to 18 18 to 34 Anticipated water tablel17 _in. Roots to 32 0 to 6 in. Topsoil in.Dark Brown Loamy Fine Sands 6 to 19 in. Dark Brown Loamy Fine Sands fV in.Reddish Brown Sa ndy Loams WSome Rock 19 to 24 in. Medium v ,W Health Dept.q! 4\d(tr, Y- f o E(o (n -l/l o C.9tn(uoAPR 2 4 2018 .]erreRSOtrt , ENVIRONMENT A