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HomeMy WebLinkAboutSEP2012-00121 , 4 of I r �1 Jefferson County Department of Community Development T IIft , 621 Sheridan St,Port Townsend WA 98368,(360)379-4450 4,� � As OCT SEPTIC PERMIT APPLICATION .j J PROPERTY OWNER NI I CA-All, l CO I kr ay& 4f- �1 r 7 5100259 1 MAtUNG ADDRESS • •• r? _1 ERICSEN'- ' t Q d C .NSEb.'E .IcNEA 1 © e ' S 1 V a .tee®�i,�∎,—'-1���s.�i.�1, PHONE ( ) X85 I`2 q 'r `r S ' t t1 SYSTEM DESIGNER Era C.Sefl 1)r.C'-9n Designer Phone# 56,0- 301 f7 .. 1I- LEGAL DESCRIPTION: Section I Township ;0 d Range I NO PARCEL# (00 I 01 I D ,2..A. . Subdivision Name .Division Block Lot(s) ii� 5.'I e rbe-rr ice!' en r ' It+ 11v`a S�Iv-er,bwr Site address/Directions to site J u.S t'^ D c�nc� 14 y `'� SOURCE OF SEWAGEIUSE TYPE OF WORK WATER SOURCE �J Residential X New )( Tank/s only Private X Residential ADU Modification Public Commercial Expansion Community Upgrade Repair SITE SIZE .0,2 Acre a, SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# Alternative y. Redesign No )C SYSTEM DETAILS Number of Galbns/day 541J Soil type 4 (attach soil eval.) Application Rate , ( l galisq.ftiday Drainfield Length l 1g' ft. Trench Width 3 ft. Trench/Bed Depth i8 in. Septic Tank size �I7©0 0 gal. Pump Chamber size 1000 gal. TYPE of system f(e S UX I z&9 Trtn C By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's 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. Inspections shall occur during regular business hours. Initial here if you require notification before entry Appeal-A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the 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 application will be sep- t:tely judg by the rules and laws in effect at th t time. CCI■ Q CI/ LjI2 P • • - Owner Signature FOR OFFlCE USE ONLY / l7i`l�Srl2■ PARTIAL ASBUILT a ) f/�/i5 FINAL c°I(640 APPROVED INSP/PUMP TEST 3( I b/I 5 - )13 /a`-\\ C 4✓ ALL HOLD R&,Q.MET Date J 4 6` 12 Fee i `7 c1 Rec# '3a() Check# /c2.1-- 7 7 Case#SEP ( -- (2- r A:\WEB\PDF8\Septic\septicpermitapp_2008.DOC . JEFFERSON OUNT PUBLIC HEALTH 615 Sheridan Street •Port Townsend*Washington •98368 www.jefferson countyp ub iic hea kko rg ___..._. _...�.._._. Phone :ib'U=.323b-9444t° a� F 360-3/9-44tt( . . ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00121 Date Received: 10/16/12 SITE ADDRESS: SILVER BERRY PL Date Issued: 12/18/12 Date Expires: 12/18/15 APPLICANT: MICHAEL LEVINE PHONE: 1207 BLAINE ST PORT TOWNSEND WA 983686505 LEGAL DESCRIPTION: S7 T3ON R1W W1/2 SE SE NE PARCEL#: 001071022 Section: 7 Township: 30N Range: 01 W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: PRESSURIZED TRENCH No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 198 feet Width: 3 feet Depth: 18 inches Size: 1,000 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 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 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. If 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 MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM 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. ,//4/12 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 ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00121 1.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 2.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 3.) 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. 4.) This system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD. 5.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 6.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) 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. 8.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 9.) 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. 10.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 11.) 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. 12.) 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. SEP12-00121 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 12/18/2012 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN. PORT TOWNSEND WA 98368. ASBUILT INSPECTION REPORT For RECORD DRAWING • Designer Eli I C S E tJ 'S S IC-,11) Permit* SEP 12 — 12 I Installer e:1 L GSF& EX. (TOi Y KI L4-}/ 11) Parcel# 00 i 01, ( (922. <Q, Electrician CAS CM)E EL. Design Flow 36O Property Owner CH R I S T O Pet ER "E)(-A LK Site Address Hog S 1 t_AiER BE1MY PL.. PORT TOWNSEkib,WA qg36,g Answer all questions or indicate NA PATE, Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) I MO CA N r E TE CSI-{0 L'D) 3-9 -1,3 Pump chamber(manufacturer, size) 10 0 0 " i . 'I n Screen sand/or Pump Shroud (type, location) a ' ( ) P (yp ) ©1)TLt=T �BAF1=1.E �I L.TirR 1A1 SEPTIGTANK) S1+xO13b !NI Pi?ft? TA Were Tanks tested onsite for water tightness? /No it I' ED/ Panel Model AkkOh WoRX SAJ.' 1PC.S 2---13 - 37g0 " " Pump 1 — Man./Model LIBERTY LE 4) NI Flow Rate 30 Apm l " Pump Location(i.e. garage, treatment unit, basement) Pk) MV TA 01: '" " Float/transducer settings Inches Timer from bottom of tank- On/off- (q in. Functions: On 1; 30 'min Sl c, Veto - 39 in. Off- d240 (mini Alarm - 39 in. Veto On- 1:30 min/ Storage Above High Water Alarm 360 gal. Veto Off- ($p /mini Dose Counter Reading 4 #gallons/dose 416 gal. Elap. Time Meter Reading al ;1 j, min/SEC— Pump Throttled? ith No Dose Drawdown (in inches) .L Y. in. AT L.f}T R 1}LS Pump 2— Man./Model Flow Rate nom Pump Location(i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off- - in. Functions: On sec/min Veto- in. Off- sec/min/hr Alarm - in. Veto On- sec/min Storage Above High Water Alarm gal. Veto Off- sec/min/hr Dose Counter Reading #gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes/No Dose I' ,,4 Wn (in inches} in If additional pumps-complete the Info In this table for each and attach. Other Timer functions & settings (e.g. override on/off) ST Al?T = ,q , A V T O CI E/fR = 1 1.05E ZBOg' H:1WEBIONSITE1Asbuiit_Report Form.doc 04/28/10page I of 2 • Pre-Treatment, Date lnsn Sandfilter basin high water alarm shuts down pump to Sandfilter Yes/No • Sandfilter Basin size/location Sand Fill met design spec? Yes/ No ATU (manufacturer; model) Alarm tested Yes 1 No Disinfection Unit(manufacturer, type, model) Independent Alarm Yes/ No Drainfield Transport Pipe size, schd, diameter , -"5CA +0 Manifold size/schd 04 SCN 4-0 3-x'15 Orifice size lg k Lateral Size/schd 1frq, Std 40 I- 15 -1'4 Barrier Material CL'b ? _ ,TI LE Cover Material/Depth_ 1,2--n I-15 Residual Head(tat.#&ft. Head) 7 Al3byi✓ Sw EE."? 3-q -15 The laterals/pods were balanced Cy No 31 15 Source/Manufacturer of Drainrock/Gravelless chambers SO0 L1 , Drainrock Clean? CY No If no, what action taken? Mound/Glendon Site Prep Drainfield Length Iq8 ft Width 3 ft Depth i8 inches Caps for measuring residual head stored (location) si/A COMMENTS (inspection notes, changes from design or deficiencies in installation)Attach additional sheet(s) if necessary MA IJ i F OLD I bRIFI rJ Fl E LD !ni STALLE7) I SOU IRTED c T$NCKFILL.Ep I- i5-I'I-. TANKSI`PPK)EL1 TRROSPO1 T Lime , 'PERM/WENT 'POWER 1NTlit1_ED Health Department Inspection issues resolved Yes l No I@ If yes how? • Users Manual Provided to Homeowner Cjill I S T O P i ET? -BLACK Date 3-9a-l5 l5 Tank/component Decommissioning Report Attached Yes/ No/ Installer Certification attached/signed Yes/ No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY T}fE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, TEE SYSTEM WAS INSTALLED AS DESIGNED AND.APPROVED by,TEf-ttRSON COUNTY (DATE) OR TEAT CNANOES ffAVE BEEN NOTED AND THEE sYsrcki IS IN COMPLIANCE WIT71 WAC 246-272. 7UiAft tC.1 3- 27-1� 5100ahi Designer Signature Date License# H:\WEBIONSiTEIAsbuilt_Report Form.doc 04/28/10page 2 of 2 ale, i 0 c .'� � , N 88°58'03" E `..` Existing Road Easement 30.00' 3"E Existing Well ■ 331.02' 1 / '" 168 \ 1 Silver Berry PI O ► Ex. Driveway ► 001071022 Parcel 001071019 i r ♦ , • a' 100'Well Radius o r . r N. r N t N K100' +! X. I Existing` -?)t- i i Well ■ r w M N iA ♦ ch ♦ o �`♦` 100'Well ' Z 0 70' Radius N INN �t ° Ex. El. o 1FILE NAME • Service to MICHAEL LEVINE.TRV SCALE DATE DRAWN BY 70 Ft/In 3-27-2015 Bernt Ericsen El A JOB REVISION SHEET 001071022 1/1 1/1 I This map drawn In ith TRAVERSE PC,Software �I t —c..©jr 1.1rGLGii,' S/L5 '- z M 11 ��(1" S/L3 0��� 4,f it co M / Qa'/ \s #4 (i) / * / I r 0 , , wo, , S/L 4 a '',, - 1'• vII 100259 1�'. g $ BERNT PAUL ERICSEN �Q, I, ,,r° CE LLD.%E T NEB.. i EXPI' S 0 11: .e 3=22-i " Found" Corner 221.95' 109.44' o a • N 88°51'18"E N 88°51'18" E , / PL � ofq, I, ' i i ' i ' 100' +/ Existing ,, i Well ( F) .. ' 1 ` i oil, i I 1 % A e, '� Ex. H2O i % •3 p J I L. �.I . �?'4,,�'_ �� i �0' ��!:r.$, I i 0.. BN:RN1 PAUL RIC$EN �1 ; , �\`` ✓'� 0 .NSEb'bE lc 'ER l'h ; i 3 -fig_ iti / ��a .. � / ? /// a 100'Well �i' 6 , Radius /' fS ``-,-- ---- -----------0)::) - iii Ex. E.I. Drive , Service(A) Drive ,0.... / No Ex.Yard Hydrant Measurements: o— Ex.C.O. (B) A to B=26' AtoC=50'6" 23'Of 4" A to D=55'4" Aqua Worx ASTM 3034 A to E =49'3" Panel A to F= 136' �'- E° • O1 C O� D '1'. ) CO VI M f 0 30' co �M�MI I . 0 /FILE NAME 1 N MICHAEL LEVINE.TRV = SCALE DATE DRAWN BY ,i, 30 Ft/In 3-27-2015 Bernt Ericsen ° JOB REVISION SHEET 001071022 1/1 1/1 N. \ /This map drawn with TRAVERSE PC,Software SJL 5 // // / S/L 3 / / / fa / '' // PczyQ, � a-C 4 ♦ 1 i ♦ ♦ i 00.�' �# . Ex.`` Ex. H2O �,` ,' ,r I$ 100'Well �'. e e0xr. yip w s Radius ,� e. , ----—_ \ ----- I �' i0o25s �3 Ex. Ex. El. it,rp�BE I I.ERICSEN` . 1i rru0, /Drive `\o� Service(A) ®®sue ��as�`�eitM / b— Ex.Yard E "= 0 11 . Hydrant 3-, - Measurements: o'"' Ex.C.O. (B) A to B=26' AtoC=50'6" . - 23'Of4" A to D=55'4" Aqua Worx ASTM 3034 A to E=49'3" Panel AtoF= 136' (Well ) N. A to G= 140' E o—' °- C AtoH = 145' o D AtoJ= 149' AtoK= 149' v.a N AtoL= 194' M AtoM = 198' AtoN=200' r cn -� 'P o e9 N 6' Cl) :db.�t, n ll (FILE NAME \ _ MICHAEL LEVINE.TRV o SCALE DATE DRAWN BY 30 Ft/In 3-27-2015 Bemt Ericsen JOB REVISION SHEET S/L 5 / N. `001071022 1/1 1/1 i / ■ This map drawn with TRAVERSE PC,Software [I / / r,. S/L 3 / / a,, / I / o J 0 30' / y / Property Line INN MI / 4- • =I ons Not Delineated // / // / ■ 95' +/ M f ' " N S/L 4 oo' ti 6)(tle.- 4o( 630.44' S 1°3923"W v Q4- Z ' 0 0 ,✓ vm m �. m m a C 0 C. N (p -n o W r-- = m w N m � K m " 7M a C cli w Z o C V -Aim 74 65 o + < Z cn m XI U m o N n -• (A co 0 o � m3 � m c'O� m —i m Z (----)S(' 2 Ca / / N N. / N. / N. N. ■ cn �r- N Res I 1 .� X20- �.i. � J y0 �1` N N. 0 1k oa,.. �.eg,, N. ,e 3 .....3, / 1,2 00 cn0 i 0..r i 6` `'+ x-I , -to Pk® \ ,1.3, y$ `.4).< 0 HAS .,Z 10.b8 0 \ \ v \ p r 4, 0 --• ��,•" fly, v •c �• w Q v ------ " Found" - Corner EL. 199' �,'� EL. 194' \` N 88°58'03" E \�/ ' ``∎ Existing Road Easement 30.00' ■ N 1°39'23" E Existing Well 331.02' O i 100'Well Radius /FILE NAME 1 `. ,' MICHAEL LEVINE.TRV ,'� SCALE DATE DRAWN BY ______ - 80 Ft/In 10-6-2012 Bernt Encsen JOB REVISION SHEET Parcel ..001071022 1/1 1/1 001071019 This map drawn with TRAVERSE PC,Software S/L 1 < 1 p 0 _ 80' w MN S/L 7 ME MI "c� v N p S/L 2 o a) 0 co o z � S/L 6 a S/L 5/. S/L 3 SEWAGE DISPOSAL DESIGN �� o , rov-• for Cost ction / ice,_,0 i zl : R— Date S/L 4 '�'..4'1,�;-" ms s'A5, . i RRUEC ' B AL RN � $ � NS b bE: .eNE •• It,'. 0 1,t/ fo 9-/1- " Found" N 88°51'18" E Corner / 221.95' 109.44' /t 0 0 R EL. 198' EL. 195' N 88°51'18" E S/L 6 Approximately 100' of 2"SCH 40 ILI v r) c) N C'r) a) Co M 0 U) Gate Valves \ S/L 5 / / S/L 3 El / / n °—C.O. / / ° , 8" 8' °� Inspection ,/ / / M Ports / m / x ", co} 6 / / co 6 x / / 0 co c(P) / c/ J c') / / ... L / J 82' / rl rr. '. 1/ Inspection S/L 4 Ports i '. `�0 0 0 w ✓i/.`, e ,0,5?a BERNT RAUL ERICSEN'A k „l�$ ✓ LICENSED DE IeNER v c,..1.'..-. P�,9 0 30' M mini mi FILE NAME MICHAEL LEVINE.TRV SCALE DATE DRAWN BY / 30 Ft/In 10-6-2012 Bernt Ericsen JOB REVISION SHEET `001071022 1/1 1/1 This map drawn with TRAVERSE PC,Software "Found" / Comer / 221.95' EL. 195' / N 88°51'18"E • JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND,WA 98368, (360) 379-4450 - -- __ SOIL EVALUATION PROPERTY OWNER in,c/i.a.e Q Lt'V ►l.e.- or SYSTEM DESIGNER 6{1 G$tr1 -Des id fi ; LEGAL DESCRIPTION: Section 7 Township 3010 Range I V) Parcel # OO( O 7 I O.2.2 Subdivision Name Division Block Lot(s) Date Logged: 10 -at- I ,L Logged By: 13-t?f'Y Eri C S c i Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 0 to 3 in. —bit-CC 0 to 3 in. D it ' 3 to AA. in. L S it 6r4 vit 3 to U, in. Tan, G, .( - C.+rs Sit t. ,20- toL_in. Je,y,,t /vJ, fn-a rs. Snob T,I Ili to 56 in. 61,V. 44— merQ. 6E4. to in. sr `,,15' to 64, in. Si(4- --- D�,y Anticipated water table µq in. 4• ii Anticipated water table 5 S in. 4 " U Roots to $ inches ��� '. •,��+* Roots to inches /_'5 Health Dept. C mm n �o�1f•�:,, . p.4fp"fr, Health Dept. Comments Ln � - 7 . S SOIL LOG #3 0,,,e2-._ 5100259 ti SOIL LOG #4 067 BRNT PAUL ERICSEN`• ii Q to in. 1it'ff � LICENSED� � m �` � �wm��/ —a--_to a2 in. ."-bit EXPIRES 02/11//7, a to _in. 4.5 _ C?YA.�3ej 10-3-o- to 13 in. LS # 6}-a .20 to 51, in. 41'V. (-i -Crs Sit t (44-5[. V.CrV. dense) 13 to 47 in. GIrV f/1-hid. Snot. 1J ;(, to 7,2. in. £t14- 41 to tog in. 6 rV fn- C r3 Snot (,4 7.2 Tan V en( �n s 'VI Anticipated water table 64 in. Anticipated water table 7-64 in. Roots to .66 inches Roots to 4g inches Health Dept. Comments • Health Dept. Comments S,0 — LS \\ SOIL LOG #5 SOIL LOG #6 O to 1 in. __Qto el in. 11,4,0 A to 12 in.- Ls 1 6.rdtt1te, to lb in. CS 4 6rava - /2 to 30 in. 6ys. -CI- mel Snag - 1 4 to GO in. 6,t-V, rn-Yvuot. 9ricQ\ ' $2.. p to 4g in. \(. ei? ref• �i1°CX'S Sn 66 to `y.� in. r ( `� sill,4 -t Z. To.;a 4-n tytett. Srt, . Anticipated water table 771, in. Anticipated water table 760 in. Roots to loo inches Roots to (p) inches Health Dept. Comments Health Dept. Comments H:UNFOHLTHISOIL.FRM1/00 • • JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 - .. . SOIL EVALUATION PROPERTY OWNER I'l'k tekle L...e IU Lvt. , u- '' SYSTEM DESIGNER Encsen -.Cstly1 LEGAL DESCRIPTION: Section 1 Township 30►V Range I tou Parcel # 03 I 61 16(;)_,, Subdivision Name Division Block Lot(s) Date Logged: I - - la Logged By: b - v r � 1 G S e Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG # 1 SOIL LOG #2 (IJ to P. in. L5 4 CIV'OIrIQ. to in. I'). to 3(p in. 61'q. -„ ,,,2, slbQ.. to in. 36 to itg in.Vjny ,-as sa T I to in. it4' to V. in. S LT. C1T'i) GI rJ. .cn-ma Stue. to in. Anticipated water table 7,2. in. ��, Anticipated water table in. Roots to inches jr r! 410 • �I Roots to inches Health Dept. Com is i Q` • lI� Health Dept. Comments CS�N�ti�( it • o`,w .',�•• 1f SOIL LOG #3 0E:`f`' = . ..11 SOIL LOG #4 r to in. r • 0 5100259 `J j I to in. ,F,F.BERNT PAUL ERICSEN'.. vi to in. 0 ..Lict .SEb•bE.7e NOW•• t to in. to in. EXPI• S•02111/ to in. to in. 10--e-I)” to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 to in, to in. to in. to in. - to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:\INFOHLTH1SOIL.FRM I/00 • St�N s 1 v. ' •" ' ,`fi Michael Levine r o�' 001071022 .�ro et,BC ER NT PAUL ERICSEN..: NSEb DE T 1 ....woommembwmoloomwomor, Project Description: E'S 1/ ;o Install three bedroom pressure septic system for proposed new residence. Septic Tank: Install two compartment mono-pour concrete equipped with water and airtight un vented risers to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. Septic tank is to be 1000 gallons. Tank to be set on 6" of pea gravel. An outlet baffle filter is required in the septic tank. Screen size to be 1/16".Use Orenco FTJPW 0418 or equivalent. Pump Tank: Pump tank shall be mono-pour concrete equipped with water and airtight un vented riser to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. Tank to be 1000 gallons. Tank to be set on 6" of pea gravel. Control Panel The Aquaworx control panel is to be mounted outside, within site of the pump chamber on a post or on a wall of the residence. A transducer is required with this panel. Pump Need pump capable of 30.1 GPM @ 19.1 TDH. Zoeller BN 152 or equivalent. Pump to be installed inside a shroud. Transport Line Approximately 100' of 2" SCH 40 ending with 2" long sweep 90 in valve box to grade. Use 2" tees with 2" x 1.25" bushings and 1 .25" gate valves for each lateral. Install risers to grade over all valves. Drain field Trench depth 18". See detail page for trench and inspection port details. 1 Laterals 1 - 3, 66' (22- 118th inch orifices, 3' on center @ 12 o'clock ) 1.25" SCH 40. All laterals end with long sweep 90, with screw on caps inside valve boxes to grade. Enclose additional caps with 1/8 " orifice inside baggie in valve box. The first and last orifices shall be approximately 18" from the beginning and end of each lateral. Install orifice shields after pressure test. Cover with filter fabric before backfilling. Install inspection port to trench bottom 10' from beginning of each lateral as shown on trench detail page. Dose 45gallons, 6 times per day (270 gpd ) 75% of peak. 5' min. residual head required. Oci Water Line Water line from well must maintain 10' separation from sewer components, including RESERVE AREA . Inspections Contractor to contact designer prior to construction to set up pre-construction meeting, and inspection schedule. Contractor to flush laterals prior to contacting designer for pressure test. General Construction Notes 1. The work described herein consists of construction of an on-site wastewater system. 2. The contractor shall be knowledgeable and experienced in the construction of this type of wastewater system and shall hold a valid certificate from Jefferson County Division of Environmental Health. 3. If during the installation of the system the contractor finds soil conditions that may lead to premature failure of the system, construction shall be terminated immediately and the designer notified. Such soil conditions may include groundwater, fill, clay, highly compacted soil, bedrock or 2 • excessively permeable soils. a. Any inconsistencies, errors, or omissions that, in the opinion of the installer, would compromise the quality of the wastewater system shall be reported to the designer prior to construction. 4. Transport pipe and laterals shall be Schedule 40 PVC, unless otherwise stated in design, solvent welded joints. All fittings shall be Schedule 40. All transport pipe in traffic areas shall be Schedule 40. Backfill in traffic areas shall be pitrun gravel and compacted. All gravity pipe shall conform to ASTM D 3034. All gravity and transport pipe shall be bedded, using native or imported material free of rocks, debris and sharp objects. Double case in traffic areas with 6" ASTM D 3034. 5. All exposed soil shall be seeded and mulched prior to the final inspection. Seed shall be spread at an approximate rate of 10 lbs. per 5,000 sq. ft. 6. The installer shall be responsible for constructing the system according to plans and conditions of permit and shall be responsible for its proper operation and function for one year. The owner shall be responsible for operating and maintaining the wastewater system in accordance with WAC 246-272A-15501. 7. Any changes, substitutions, or deviation from these plans shall be approved by the designer and by the Jefferson County Environmental Health Department. 8. The installer shall grade to divert all surface water runoff away from tanks and drainfield/reserve areas. 9. The bottom of the trench or bed may be inspected by the designer prior to placing sand fill or drain rock and shall not exceed +/- I " from level. 10. Notify designer 48 hrs. prior to pressure test, after permanent power has been connected to panel and L. and I. inspection complete. Any deletions from plans, or necessary adjustments, shall be completed by installer. 11. Setbacks to all known water lines shall be a minimum of 10'. No crossing of water lines with any septic component shall be allowed, except as included in septic design approved by Jefferson County Health 3 <lrj. Department. 12. Setback from the building foundation wall shall be 10' minimum to drainfield, 5' minimum to tanks and 2' minimum to non-perforated sewer pipes. 13. Setback from property lines, easements lines, and driveways shall be a minimum of 5', for both drainfield and reserve areas. 14. Water saving appliances, fixtures, and practices are to be used. 15. The septic and pump tanks, drainfield and reserve areas are to be protected from vehicular traffic or mechanical disturbance. 16. The installer is to verify pump requirements at the time of installation. 17. The designer is to provide the as-built and letter of certification. 18. This system has been designed in accordance with WAC 246-272 A and the most current Department of Health "Recommended Standards and Guidelines for Pressure Distribution Systems," and has been approved by the Jefferson County Health Department. Nevertheless, negligence or improper action on the part of the users could result in the premature failure or malfunction of the system or its components. 4 . . I,.. , -a ...., ., ...4.-0 A i P --e -5 — ,_ " ----- „ta 1 .... ... . (-)..(5# L- /: . :tr:-cl_L:.0:1:0$----...,,,, '''' ?... 1. it. (.7 gl .. ,.... 1 ')."...d. • ‘liklelri.,.\-..;84-;4. seist. yzicc mlude hviva ta 1 r vt4 E 4. cni 1 . tu , a. g .2. r 1.. .4) -...- 4 -,4 a) ..... 4 f3 c*Tri Z:15 0 cl_ a 0 W 2 II-, ■4. — 73 £ C .,,.4 - "Z -.'.4. r" sd (... ..:,-..: a \, r t)( -13 I 2 _ kJ Cr. 1-- -+- .....i.. c 4 i ----", P r's • - ,,, 1/4. ,. -13 e ..= . ..... . .1.; ,...v 4 -.1 - --..t .e L . 4.— ■-■P ..' 1 ,.... i —4 1 4... I) tel 'la , •' --i-- k m i aqui.. Ltv►ne, co tal i ® aa. PUMP TANK DETAIL (NTS) --- 2 COMPARTMENT SEPTIC TANK DETAII (MiS) - (e: - 0) A747"434 SO l SURFACE" .t 1 S N�..�_ __._- �f ; m {{4 610'1 0Cyt"t IN i 1)i s CZE4NOUT tj s , , a �O IY1th $ Workin� Voiu.nt, �. �. [ j3'o E1416.IIftu4. a 1014 III 1111111 am ant me Ism . 111011•1/ • (3 :3 A H ( ai (3) - 2 PVC CHECK VALVE 1' (U a Pie UNION I (5) Pvc 2A YALvE (6) t PVC TRANSPORT LAVE (7) ACUAW Rk TRANSDUCE ' r •. (8) SPLICE: 2M' - _ _ __ a. _ °__-_ _r • (93 20° TALL FS-2O- WAITER $ RISER SEcflN WIfl-I LI al with •Ori f ce in end for r`�. F 4ptharte, bw. pressure testing r - Orifice shields Acs • 111 ATMAL 111 -,�� / /. ;k r � .f-�., . V-24- '"'"'-'"\2 .- ° SEWAGE DISPOSAL DESIGN �� `_0 •' ,C3 _ Lateral Approved f nstruction x -:, scC3.o .� owo - :.gam -°°0•ooao •fr I(1�f. �Z- i ?° . . 4*•'COQ Date G` 0 rxt! - I lll. 11 ' 1• f�� ^v°�r1, / ' j s .\ '. jr.,,.*BERNT RAUL ERICSEN.�A1 .rte b NSEb bE 7c P ER * 11 4'1.'1 O 11 k ONSITE SEWAGE DISPOSAL SYSTEM DESIGN ©0 0'j 10, - Date /0- 4- 11- Property Owner m t ‘„,e. Le. System Designer EY 1 C Slyl >e-Styl Legal Description: Section 7 Township atal. Range i,1r1) Subdivision Name Division Block Lot(s) I. CALCULATIONS If for residential use: Number of Bedrooms: x 120 G.P.D. = ,366, total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate • G I G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: n4°i> Absorption area: SRq- square feet (total G.P.D. : G.P.D./ft. squared) Trench or bed width 3 feet Trench or bed length I 9$ lineal feet (sq. ft. 4. trench or bed width) II. APPURTENANCES Septic Tank Size 1 D pp gallons Pump Requirements (If Necessary) Elevation difference in feet 10 Friction loss 4,1 Pump capacity should be k,l G.P.M. at Ia, I T.D.H. Number of doses per day (, Dosing volume 4< gallons 'tows Pump chamber size I 600 gallons ✓or' iv, /. ,r7 ov w:.', .Alf or4 P-. J 1i s. 'BERNT IPAUL ERICSEN•.. lik Ay H:`.home\pincntr\infohtth\sewdsn EXPww S 02/111 III. DRAINFIELD CROSS SECTION / .— Dom' a" Dr.«. R.ck NATIVE SOIL A B f i T E C L iFERMEABLE I TER.i.a_...: SEASONAL SAS TI". A. Trench Depth is inches B. 4 inches of drainrock below pipe C. 7 c2-4 inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. (3 - (o inches of fill (if needed) E. Trench width 36 inches NOTES: hg Imo` ATTA `fi D ri LE DESIGN OF SYSTEM 4 ., ., . Pump Selection for a Pressurized System -Single Family Residence Project Michael Levine Parameters Discharge Assembly Size 2.00 inches 350 it PF2015 i Transport Length 100 feet Transport Pipe Class 40 .. . ....................... Transport Line Size 2.00 inches IIIIMMIIIIMIll ...........■....... Distributing Valve Model None Max Elevation Lift 10 feet 300 250 Manifold Length 10 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 3 Lateral Length 66 feet 11111 III Lateral Pipe Class 40 Lateral Pipe Size 1.25 inches _ iii!!i Orifice Size 1/8 inches m Nilli!,,Orifice Sparing 3 feet u. Residual Head 5 feet I Flow Meter None inches CI 200 Add-on'Friion Losses 0 feet Calculations �Minimum Flow Rate per Orifice 0.43 gpm Number of Orifices per Zone 69 150��Total Flow Rate per Zone 30.1 gpm G ,, ,Number of Laterals per Zone 3 t' t %Flow Differential 1st/Last Orifice 3.2 % IH Transport Velocity 2.9 fps 100 Frictional Head Losses Loss through Discharge 1.8 feet Loss in sport 1.6 feet Loss through Valve 0.0 feet Loss in Manifold 0.3 feet 50 Loss in Laterals 0.4 feet Loss through Flowmeter 0.0 feet 'Add-on'Friction Losses 0.0 feet III Pipe Volumes Vol of Transport Line 17.4 gals 00 5 10 15 20 25 30 Vol of Manifold 0.8 gals Net Discharge (gpm) Vol of Laterals per Zone 15.4 gals Total Volume 33.6 gals Minimum Pump Requirements PumpData Legend Design Flow Rate 30.1 gpm PF2005 High Head Effluent Pump System Curve: Total Dynamic Head 19.1 feet 20 GPM,1/2HP 11 5/230V 10 60Hz,200V 3060Hz Pump Curve:.. PF2010 High Head Effluent Pump Pump Optimal Ranger 20 GPM,1HP 230V 1060Hz,200V 30 60Hz Operating Point() PF2015 High Head Effluent Pump Design Point() r �_s '��,1 20 GPM,60 1-1/2HP 230V 10 60Hz,200V 30 60Hz • of � �v, ' Systems° +, wit, Incorporated s Ai//, C 1 Changing the Way the 0,� 4 World Doer W reuarrr O>' •. �jp BERNT RAUL ERICSEN'.. % / LICENSEb DE IGNER t EXPI- 5,02/11/ k 10Vk',u Vol 1 P9 b0 Survey of a portion NE1/4, Sec. 7, Twp. 30 N., Rng. l W, W.M. ��r 1 ha N Jefferson County, Washington A ti N TN/S SURVEY/5 BASED ON THE W45N/N6T0A LEGEND STArl COOlD/NAT!SYSTEM Wm,NORTN 2....E. rz t BFAR/A65 ARE RELAT/r'TO SA/D 6R/D/BUT • = SFr%2"REBAR W/TN CAP A7.4RKED "F'/6CNER 2/44S"' C 0/STANCES SHOWN ARF AeR/ZD.✓TAL GROOND • = CALCULATED PROPERTY GARNER,,/DEAr/F/60 By LETTER/ t ./STANCES WN/C4'ARE/000058 of w/TN A FOUND /"CONDO/7 W/TN CRe q/A ZELLERBAIN 1111/4.:, 6R/D D/STANCES. BRASS CAP//6R PAdE 7S OF 000/4E 4 DA'Si/AYE'S, W/TN v TWA" FOLLOW/4'6 RELAT/ONSN/PS TO THE CALCULATID CORAVAs, N'- 4O8 NORTH AND O.//EAST sF CAL G.GDR. 'B•-0.09 So,TN AND O./S EAST /' " " -C--O./5 SeuTN Am4 0.43 EAST // •/ // I t 'D"-0.341. SOur4 AAD 0.ZZ EAST " /' " 3 SCALE/"...zoo' 751,ng6 N87'/8'24'E 2437.37 ►T� ��,J°>. `� - /3/9.44 :1E e1 • M` C✓I�0,6."� • '/1-14/ t ttyK tl�� o.W d cf 4 h�4 wh AA + \w n , o IN 4'4.3 4+ 0 ,ft.-„,,,,,,,Z, .44,1t hos- `/EASFAEAF a, 0. N k L 27e.A 60.071- IA a eZ_270 / 3)0.27 -,%/ Iy 0f 0 3 M•/' F ' ; / 17 K M /9DJO/N/N6 SoRYEys �� I ' I \ \�A 6 OF RECORD 'ki \I7.1 1 ` at VOLUME 2, PAGE /22. p ;‘.11111-17.s Z 4 0 YOLOME 3, P4dE/31. \\ , 1 y �4 YDtu-E 4, PA6E 75. h �`'�' 11":1 * „ y�` \I^ VOLUME s, PAGE/87. VOLUME /OF SHIRT PeArt/ ■ \' 1 2�`. y4./ P PALE/5'7. h 4 11 I Il i i41 a k L\�'� I ,1 s 0's V V Y7° 4'87-04'47 E /322.4/ -Te I$ W 4'87-O4 41 EIf I `W EJ':s1V4 A'EXA : „^. Iw it LESS SoornERLY I K r0 a I+t /sA/RES=S-/5-.4€1155 4• ilk Ak t‘,1/1/4 A 14/p �i �t ��i IAt+ "' ■` PROPOSED EASEMENT` ,r3oa4 y\p�. \� 0. $` 4 O Lp'L £ 60/.67 / V �'/ O = 11` yy 6\1� Loil ,SECT/ON SLi6D/Y/S/ON * iti ti `I� V�,��+°°'I NO SCALE I a1" 'to,,°r 4'89'/e'24`E LIB pR0/4. 4....,,,z,,,,,-.4.5,MFNT �. _� y�,7f 7 , 59.37 74e OL/ C/'1 ` ,a ri 50rP^" 1 1-°/1 AGR 1. " 1-.y _ lz77;o3 E __-_-_ /w I�� wL () Z Iw � 1r9'J.ob i M P A el 1 �GI'A W to Ir.7/� 9€3.07 P. d A V 4 t I 4 7. F T I I k "a a a c e 6('''lk hvl W m 4 1 �^ �'p \1P 4.1 Y4 E "liI • �� t � a il)oys le ,,, pt �^ 2 N 11 W'Fo.1 `�� A Aa d v .W y"� N8e sr//'F 52.74./f 7i8 0. 9f' p IZ:10 41 h� ' p a /:°7 sss5 o/ zbs4/3 ,rf�t I. 00 I �I ,1A ''5' 'I 4.1 d h. J�^0'J` b' PF I 1 `y i�1 4'7 \I 1 L`\h +,t ;1 1 l_ A\ 1y �/ 2 k q I. I.:rl . rcfEf 6/1 0 1° r 'c„...' % 3iea., /S0./3 /S/22 /43.00 NY.49 22/.15 4'9.44 102.37 /ZE.i7-g�Y� `I`�� 2644.56'P�'7 a '�- 442.74 �'�__- /325.5'4 292919 '"'' Nee's3'ssz /0/7 -- - --- 4'84'5/'/d+'E /9dd-34.--- AU/D/TOR'S CERT/F/GATE SURYEYOR'S CERT/F/GATE F/LEO FOR REcoRD TN/3 r DAY OF42e.I. //784 r j.- r TN/S MAP CORRECTty REPRESENTS A S/M✓EY AlADE BY mg AT R%41074 M. /N BOOK DE.SURVEYS AT PACE , OR UNDER MY D/RECTAON/N CONFORMANCE W/TN THE AT TNF RE'UEsr OF FitANKL/N 7'F/34.4'511. REOU.43EMENT6 OF THE Sug✓EY RECORD/Aic ACr AT THE �� 3'` /•.. REBDEST OF,4LA/N P6CNA,✓TAL or OEL6MBER,/904. '` 444.2.-- . ., Z. ViatiCZTY COON Au ire-77 FRANK'/A,T. F/SLYER/ CFB77F 744TE NO.21442 Franklin T. Fischer, P.L.S.,930 Washington Street, Port Townsend,Wa.98368, (206)385-1225 Sheet 1 of 1