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HomeMy WebLinkAboutSEP2013-00108 AO 00 4 is �I Jefferson County Department of Community Development , -- SEP 16 2013 621 Sheridan St.,Port Townsend WA 98368,(360)379-4450 .7 SEPTIC PERMIT APPUCATION PROPERTY O IS t o A y r# +� MAILING ADDRESS 10 G.tt F , • cc ' :� .._ , 51. '�'4 .C! 0- `1 r . • ' 3 g , ii! his ' PHONE ( 36 t9 ) 3 76i " L541 " ; er tf SYSrENIDESIGNER E1 ICSEN DES t 4N1 Designer Phone# 3 .O O1 —03,24 -,;14-i3 LEGAL DESCRIPTION: Section 3 Townsh04g1L Ranw Ha PARCEL# 9 4.2. 9 00 70 t SubdiviSion Name C.14 A L M ET?.S .211/41f ADD. Division Block I Lot(s) 6-'144 Site ad to site I t 7 141 AVE ?CRT T N ADZ 8C. \A1/ • qS 3 3 q SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential )t', New Tank/s only Private Residential ADU Modification Public !l Commercial Expansion X Community Upgrade Repair____ SITE SIZE 4 t R 75 SYSTEM TYPE Partial Repair-(tank) (drainfieid) Previous Evalindon Conventional Designate Reserve Area/g„ Yes#SEP SO- 38 Alternative )4 Redesign No SYSTEM DETAILS Number of Gallons/day .2w3 O Soil type 4 (attach soil eval_) Application Rate . q galisq.ft/day Drainfiekd Length 135 ft. Trench Width 3 ft. Trench/Bed Depth G in. Septic Tank size /Abel gal. Pump Chamber size /OdO gal TYPE of system, breSSI,LY17 S)a,l1o\ki ¶'enrin 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 separately judged by the rules and laws in effect at that time. Property Owner Signature :.t FOR OFRCE USE ONLY 4! 16I1 OF Bea 5 I" n I,( PARTIAL ASBUILT L / FINAL or I P OVE INSP/PUMP TEST 5 [L lc{ PUD q r,1)i`1 ALL HOLD .MET �( Date Fee Rec# `a F O( Check# (a? 4 Case#SEP r U a:\ PDF Septic\septicyermitapp 2008.DOC eN Cp � -t JEFFERSON COUNTY PUBLIC HEALTH */,•d7140t(5' 615 Sheridan Street•Port Townsend•Washington •98368 www jeffersoncountyp ublichealth.org i'none Fax JbU-;319-446/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP13-00108 Date Received: 09/17/13 Date Issued: 12/17/13 SITE ADDRESS: 11 7TH AVE D PORT HADLOCK, WA 98339 Date Expires: 12/17/16 APPLICANT: KINNAN&A MURRAY PHONE: 360-301-0324 10621 FLAGLER ROAD NORDLAND WA 98358 LEGAL DESCRIPTION: CHALMER'S 2ND ADDITION BLK 7 LOTS 6 TO 14 PARCEL#: 942900701 Section: 3 Township: 29N 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: 240 Type of work: REP Drainfield Trench Septic Tank Length: 135 feet Width: 3 feet Depth: 6 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. Jefferson County Envir mental 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.: SEP13-00108 1.) H Permanent barriers are required along/around primary drainfield area to protect from parking, driving, and other land disturbing activities prior to final. 2.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 3.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 4.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 5.) The existing septic system was not finalled and does not meet current code. No future building permits will be a pp roved until a new septic system is installed on the property. 6.) 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 7.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 8.) 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. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 11.) 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. 12.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required and must comply with code at the time of application for use. 13.) 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. 14.) 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. 15.) Contact designer prior to installation for staking of drainfield area. 16.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 17.) 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. 18.) This approval is valid only with a connection to an approved public water supply. SEP13-00108 Page 2 of 3 \\tidemark\data\forms\F_SEP Permitmod.rpt 12/17/2013 19.) 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. SEP13-00108 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 12/17/2013 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN. PORT TOWNSEND WA 9836819:0 ASBUILT INSPECTION REPORT For RECORD DRAWINd' &� 2 ER/ o Designer GRIGSEM Dl siom Permit# SEP 10 - iQ� 0,) ,',s.0 c� !- Installer 5 HOLD €)(.. Parcel# 94,1 90.0701 c))11,5(?), Electrician C MC.ADE EL. Design Flow .1 t1-0 6-p' die,, Property Owner K 00 N Ak1 A M Y II ARV A Y . _ g Site Address 33. �.�-.—�-�-rr� �yl- �01�Y {-t D L C� WA. q a Answer all questions or indicate NA DATE Tanks. Pumps and Controls INSP. Tank (manufacturer, size, baffles) Coif an I coo 64) . P-00 E t E a--2.6-I 41. Pump chamber(manufacturer, size) l t 't mp ( } a , ei AG. ? 1NC lt Screen(s)and/or Pump Shroud(type, location) TU F T I TE E F i.k 1 IJ SEPTIC 3-/ -Pt T . �ROU� M? TANK ©U TLS I t.1 P' T K M� Were Tanks tested onsite for water tightness? Yes/8 I4C U4 . OCCtYPt ED Panel Model A ()A \l OR K S I PCS a - 13- 3 I C 3 3-14 -/14 Pump 1 - Man./Model L.113ER TY 0?2() Flow Rate 360 opm 3-G -/'-1 Pump Location(i.e. garage, treatment unit, basement) -PU M,V TAN K Float/transducer settings Inches Timer from bottom of tank- On/off- .214L in. Functions: On 1,2,0 s:-•'0 Veto- 35 % in. Off- 2 tfb s- ;h hr Alarm - 3 S X. in Veto On- I;.W s- IP Storage Above High Water Alarm si 4 0 gal. Veto Off- 193 s-*ic Dose Counter Reading 35 #gallons/dose 30 gal. Elap. Time Meter Reading 44;43 rs Pump Throttled? e /No AT I�TE Dose Drawdown Qn inches) I%C. in- V A-L\J E S 00 L-A-TEIR AL Pump 2- Man./Model Flow Rate opm Pump Location(Le. game, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- Ort/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 Drawdown ( inches} if additional pumps-complete the into in this table for each and attach. Other Timer functions&settings(e.g. override on/off) H:tWEB1ONSITE1Asbuiit_Report Form-doc 04128110page 1 of 2 Pre-Treatment, Date lnsD Sandfilter basin high water alarm shuts down pump to Sandfilter Yes/No Sandfilter Basin size/location • Sand Fill met design spec? Yes t No ATU (manufacturer, model) Alarm tested Yes/No Disinfection Unit(manufacturer, type, model) Independent Alarm Yes I No Drainfield Transport Pipe size, schd, diameter ) (1-0 Manifold size/schd, o� SCl4 qb. ig Orifice size �e `i Lateral Size/schd 1 40 H Barrier Material 6E0 TT1C T L L Cover Material/Depth, 6 /a. 's 3-14 -I', Residual Head(lat.#&ft. Head) G r 40�� A 4 t 3�vIEEP E/ The laterals/pods were balanced i No it es Source/Manufacturer of Drainrock/Gravetless chambers 0.040 t•I Drainrock Clean? Y)/ No If no, what action taken? Mound/Glendon Site Prep Drainfield Length 13S ft Width 3 ft Depth (e• inches Caps for measuring residual head stored (location) C.0. VE E N o HAO tFOL ) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary ■ 1 `$ ► s ;b LP L C ' i )410u NT) `PIPE Qf TA*1K I NILE TsJOUT1_ETS. -DOW NEPOtiT '1-5R ( u)EU, WAS I.1OT l0STA-tL-E'D "BEC t DO\ )11S ral—' \OAS CI-Eikkl6gED TO OTHER EN"D ©c- HOUSE. Health Department Inspection issues resolved Yes/No/NA If yes how? Q/Pt • Users Manual Provided to Homeowner Date Tank/component Decommissioning Report Attached Yes No/ NA Installer Certification attached/signed Yop No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERT/TY ThE INFORMATION PROVIDE??ABOVE WAS VERIt1tD BY INSPECTION, rftE SYSTEM WAS INSTALLED AS DESIQNED AND APPROVED by JEFFERSON COUNTY tH713(DATE) OR niAr CifANq"ES RAVE BEEN NOTED AND T hE SYSTEM S IN COMPLIANCE WITH WAC 246-272_ 'eieAlL4 e,1,61 4- 14-14 5100 a5q Designer Signature Date License# H:1WEB1ONSITE1AsbuiltReport Form.dac 04/28/10page 2 of 2 DECOMRSIONED _ Bil SCALE DAT DRAWN BY r 1 ''r 10 Ft/In 4-14 '014 Bemt Ericsen 92" ^ t/ /� 942900701 REVI ION SHEET D//-J J APR 2¢ 2014 U 1/1 1/1 This map drawn with RAVERSE PC,Software C se -V'rfferso C 7'0 4�enta/ .-Y Existing 1 ASTM 3034 Hea/th Home C.O. ti 24'x28' 8, 1 N A Existing '... o Porch G Ex. \ Porch \ \ F \ 10, Walking Path o Ex. w -- 21. \ \ Shed • \ 2"Transport Line Installed H — \ inside 4"C900 pipe 18" To Creek 100' �__J - O - \�A below water line. • \ • \ J \ -- Fec 2. ` -- - - K _- p 100' - - - - �, L _ _ ------ O_ amt Iectrical M _ -- J Ql-,�w . '' tt 'F / Na 0 s r /07;7:, : ,4. - �'g . +4 CA/An 104' • i ,�, .. i \t:: :7 c: 3 � 114019 o0O' BERNURICSEN'.`�la r IC.N Eb.uE',.c. ER 1 split gall nce 0. i Cedar er) gam N Existing �� _ Shop ' Ex. Con. 24'x 30' Slab Existing 0 10' Gravel ---I— Parking -Pay- a o di)z(N, Kinnan & Amy Murray 942900701 ,ef gp4 . SEP 13 — 00108 o�~�®� ��®i� � �e0/ lies Measurements: x`74 AtoC = 18'6 AtoD = 23'2" AtoE = 22'6" AtoF = 17 B to C = 16'3" BtoD = 12'9" BtoE = 20'5 B to F = 38'6" G toH = 11'9" G to J = 20'2" G toK = 26'10" G toL = 34'2" G to M = 41' c vt Mea.S klceonen- 4 -14-1(f NtoH = 47'6" N toJ = 43'9" 4 fir►�t N to K = 37'9" ,','' "• N to L = 34'4" ��` a��; •4#+ 6,10, N toM = 29'10" y ' - ..°'� $� NOD� RICN .. �0, ,- 'Y •* 11/ o`I Hof .. ak, A k ! # x ' . ,4 �,`;, -° is --.67:„,S : ; s3- f +i� SEP 16 n13 _.i-,dfor, b_s i. 8ERNT PAUL IIGSEN ' /�, rorkxsa lvioiNo to ww�. Q, �O Y�ty I Ct/.. eSS Environr��eotUt F�eaith `�' ■ �Vta�d� ° kleelt/ Ex.water 0 aut�tn iSkeianC y¢C��1 200.00' /Meter V% hirmai opt. Oi cc ) tte . N 89°54'06°E 0 of y��w C Qvot� i s , 4e,v p in _ ___ a) C Z ` n 'i 1 >I I Lot 7 ., ,... ILot 8 'Pro�edq P \ \\ Reserve Area \` __ / — __ — a -) a c (20'x40') ! o IExisting I 1 Lot 9 111 SEP 80-238 m n 00 I jIBDRM xisting'* b E '+k 1 En r< ma Lot 10 Cover Home ;� N o d U Porch 24'x 2$'�� Double case f con Z +�' (see desaiptior details) lh O To Creek 100' Ex. �`ci .z- �,_ Lot 11 °~-_ _ Shed t —`z boo' _-� _ ,, - ' Ex_Electrical m Lot 12 =' - - Pole oe o t V Existing rn Lot 13 Existin�c S Con- Shop b 24. 30' ..' Gravel w Parking $ Lot 14 a 150.00' • a N 89°54'06°W cFILE NAME MURRAY.TRV SCALE DATE DRAWN BY 0 40 Ft/In 9-20-2013 Bernt Ericsen JOB REVISION SHEET 1\ 942900701 1/1 1/1 J 0 - This map drawn with TRAVERSE PC,Software Mill M �u s/L 1 \ •-' SEP 1 6 2013 "Proposed" \ Jtrscr� c�uraty Reserve Area \ Existing nvir c�r��lental (20'X40') \ SEP 80-238 Health \ FILE NAME \....., MURRAY.TRV Ex. Septic Tank SCALE DATE DRAWN BY (Decommission 10 Ft/In 9-20-2013 Bemt Ericsen See Details JOB REVISION SHEET 942900701 1/1 1/1 This ma•drawn with TRAVERS ' are , .0441 , i ��4 New , 4141- °r' * :l3` -4' Septic % 0 ii :rh r��l 1 1 BDRM Tank \J1/ Home i - y'',,. 41 24'x28' , oe!,. BERNT 1 ' CSEN..16 _ O `� ii �' Septic Panel R C.O. '- New Pump Covered Location �y '� Tank Porch a g 1 (see details) OA CPC' Ex. EL. Panel • g,,`iA v i o Double Case ��\� Y, x\ S (see description details) ite �0 `• \v' (Install downspout ��1(��a Oat X9,,9 e Imi Sao . \,% �I divert to drywall - 1 d - 40,- c, kr, ,, \\ ite too 3 \ Ex. Se L 1 (2 V x - • /\ I I Shed N H2O \ l. -- 1 100' To Creek _ _ - -O Ti :$ (Assumed \12.‘ � - S/L 2 3 l route ) \ L2(27_" • o \ coo \ __ -o \ Ex. Electrical O- 3 \ Pole ction Ports L 3(27,x 3ICI \ Cr- 1ns�details -_ _ _--- MS/ 1- ( ___ - ISpOSA1- 100' \ _-_-------- Gate 1 5 AGED Cn[�$tC Gt10n N- Valves Dyed for�, A' Pr 1 l a 30,x3') - _`0 L_______6_( pate __ O S/L 3 o x3 ) - Q O - L5(3° -- O 2"C.O./ 104' 0 10' f)--- _—�— LI 2t x 3 ,/r 5t.'w r� .r LA a''xb' ©"� t©� 'p i 0 7 Yt' Lb .2.7%).2.7%) 40;tt Valves 0 • 0 ., 4.4 So NI Ci .d • a a a a a r Pb Xi �.0. g} .� 45' + � ; 0 a •r I a 4 4 i I 1 i Q 0 z"c.o. J ',yam 7ReMC6'4 DE7`A1L. ,,., n vi i► 5 rat nt ic-'°—" ilTSPB VMvc.logs 40 atra4 °--, t iv—\ II"MiN. " ncl itoo ira. a ""} .�kr, "• CM"t '6CZ z+ ✓ .i+ 10 �+ • 4* /40,44416 port Is 'per&stvit iti cl +n+-Dcg. 6►" to ht, dean c rd.ifnrac& 1k�-1 ri"4r era.octlegt A4 ' (, ' rporislivl -0 o n per' ra eit t nrOCk, so TRENCH "riot... n. ill C7 N O to , {rtntSit grade -1 A NDPg "Ise,boxes, 40 grade. m ) i +10 t. ;�t7 tear bnc 4--- 1 i a"n+�w �euov \!V p " �0,4I 40 ,i?a.-}IVY Arm / �n{ tI4�. °t, ' 44 ikSsit ++ Tort 404re...c.F, a o co :777 rya o r 17 �t� r 0 lbknM 'ttlir4. µ oraat 10 I la a °e°•r.e Owner: ril .0•0 io, dta�n rock �i� A ,,M° BERRI A 1CSEN'',+Mt a�,. + Parcel# - #0 # L... • • �.= �. teas � Desl.ner: Er.c, sign 47.-* 'a: ,�1 6 /3 v FINISH GRADE 2416 RISERS HITH LIDS NATIVE FILL 4.14;14; j f / f 4 " '%/\ ,:/ ', .'/ rt rr r, r, ', 'r 't , ////1 / !/ !/ f� IN FROM /1\„. ..- •• / .": : OUTLET 0 IX MK BUILDING 0 w1 is /. •:--- 70 RECD TANK 2% ,`, t EFFLtuB LEVEL -- *'- STAINLESS STEEL' I 111 _ NEOPRENE BOOT \ N �'.-.'• 4BAFFI BAFFLE �O SCREEN)• !!MET ':'. NEW 2000 GAL. 2 - ' - COMPARTMENT CONCRETE SEPTIC •:FROM et PENINSULA K TANKS .. `�:•: : _--. `, BACKFILL AROUND �: \ TANK WITH PEA j�A 1/r rrZ//1/�/.�r�/�CO2r /A r. ; , TANK GRAVEL Ti! TOP of !� TANK 0 : : . �fj\\%f\`%f`%j`%j`� `�i``!/,lid _ . .- i� 1�\\��t,\��� TIC TANK SECTION °� D :� C-` `; �.:,-` - It NOT TO SCALE S �' for � rev Lip J I., ^7 ,*" +e f i 51 c��.t 0` ar lS SEN' .4 ELECT. CONDUIT PVC SPLICE BOX y►�►a�►w��otlm►a«ta��:�v.•►t, FTAHDE o, --.3.....t r 1 L! TO AQUAWORX GRID WITH COR[i GRIPS /"-24 0 PVC RISER � LID CONTROL PANEL xt /r - 8--„/6-13 ' j t f//f/!/J/ f r/ 'JW// 4/fj r j\`i\\ ff tt/Ili 1// 11 l l ,<1 /,' /,' , 11 ± / \ � IN FRag, \\\ r-ir /J►1 �/// / :_ �' SEPTIC / TANK e , NCH vk PVC UNION v /0/ •--- ' �'� ��i= a BALL VALVE I % .. \ / `� 1 r� 21. TRAN STAINLESS STEEL /` a / tic TO DRAINFIB.D CLAMP OVER si t NEOPRENE RUBBER / - EELL 1 - f BOOT(TIP.) ASSEMBLY 4'O PVC\ / l TRAJISDUC 72 INLET BAFFLE 2. l READS QO . :: / i r -I tiii PUIsEelPhtla - - BAOCFIL AROUND TAW MTH PEA PIMP TO ; - _ I SHROIAT GRAVEL TO TOP OF NEW S GAL`\/\ REMAIN LP= 4' CONC. '-- , TALC COMPARTMENT !! I•""it I CO CCWCRETE PUMP CHAMBER F f/ %///i//////////r/.r/r/�iii/iriirriiiiAPZ -:• fl�f/�f/t!!/i! ..fi.li, t N�, \.\ \. \\ PUMP CHAMBER SECTION f k°' ~/� NOT TO SCALE Y 14 u,rray d14 904 ?0 SEP 1 6 2013 t C.r:rk.�. {, #� so 4 _ Jefferson on er ,;r _ 4 `nvirrauury SEP 1 6 �,,� ," , t # mgr H Ucl rtt ealt ► Kinnan & AI f i y r 'alth i 942900701 " ' r.. BERNT N �t Project Description: Install new two bedroom pressurized shallow trench septic system to replace existing SEP 80 - 238 which had drain field installed less than 100' from Chimacum Creek. Decommission existing septic tank. Septic Tank: Install C.O. at house and new 4" ASTM 3034 pipe from house to new septic tank at 2% minimum slope. Tank to be two compartment mono-pour concrete ( 1000 Gal. ) equipped with water and airtight unvented risers to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. Tank to be set on 6" of pea gravel. An outlet baffle filter is required in the septic tank. Use Orenco FTiP 0418 - W or equivalent, to be approved by Designer. Existing Septic Tank Pump and fill existing tank with "Pea Gravel", provide Tank Abandonment form to Designer. Pump Tank: Install one compartment mono-pour concrete ( 1000 Gal. ) equipped with water and airtight unvented riser to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. Tank to be set on 6" of pea gravel. Pump Need pump capable of 21.7 GPM @ 15.8 TDH. Zoeller BN 152 or equivalent. Pump to be installed inside a shroud. 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 building. A transducer is required with this panel. Transport Line Install approximately 50'of 2" SCH 40 ending with 2" long sweep 90 in valve box to 1 • grade. Use 2" tees with 2" x 1" bushings and 1" gate valves for each lateral. ( see detail page ) Install risers to grade over all valves. Water Line Crossing Double case transport line inside 4" C — 900, 10' either side of water line crossing, a minimum of 18" below water line. Drain field Trench depth 6". See detail page for trench and inspection port details. Lateral 1 ( 21' ) 7- 1/8th orifices , 3' on center @ 12 o'clock ( 1" SCH 40 ) Lateral 2 ( 27' ) 9 — 1/8th orifices, 3' on center @ 12 o'clock " Lateral 3 ( 27' ) 9 — 118th orifices, 3' on center @ 12 o'clock " Lateral 4 ( 30' ) 10 — 118th orifices, 3' on center @ 12 o'clock " " Lateral 5 ( 30' ) 10 — 118th orifices, 3' on center @ 12 o'clock " All laterals end with long sweep 90, with screw on caps inside valve boxes to grade. Enclose additional caps with 118th" 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 and at end of each lateral, as shown on trench detail page. Place 8" of reject or loamy sand and 4" of screened topsoil over drain field for a total of 12" of cover. Dose 30 gallons, 6 times per day ( 180 gpd ) 75% of peak 5' min. residual head required. Gravity Sewer Lines Install 4" ASTM 3034 from building stub out to septic tank at 2% slope min., and from septic to pump tank at 1% min. Connect all house drains into "New" septic tank. Downspout 2 J SEP „z1 G 20t Install downspout at S/E corner of residence and divert from cira�u f sl,a o shown on plans. -" 'Pnti a�naith 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 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 as described in plans. 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 3 operating and maintaining the wastewater system in accordance wit�13 WAC 246-272A-15501. county Unty r s_'ti(a/ Health 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 +/- '/z" 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 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 " Record Drawing " 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 4 . ' improper action on the part of the users could result in the premature failure or malfunction of the system or its components. SEP 1 62013 rem, Cfl U r„.nvirCn ty mental Health 5 r . JEFFERSON COUNTY DEPARTMENT OF COMMVNITY_DEVELQPME T 621 SHERIDAN STj�ORT TOWAiSEPID WA 98368(360k 37,9 . _ SOIL EVALUATION PROPERTY OWNER K I n n e,,n 4 A VII ti m 11,-(r44,1 SYSTEM DESIGNER E1Z i NI I ),S I 6 N LEGAL DESCRIPTION: Section 3 Township.2q AI Range 1►Al Parcel # gill goo 701 Subdivision Name CI4ALVIERS .2Aib kb). Division Block 7 tot(s) 4 -lg. Date Logged: 7-.20- 13 Logged BY: 15er rl+ E(t G St_in 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 Jo in. 1RN LS T Li 0 to 4. in. 1ST is.) (..5 30 to 46 in.'DAtk g`l;, Y MorrLa.FN. 514b. -rq. G to .3p in. T 1,1 '¶14 4)Jt r 4- 2- > in. W60,11461 30 to 65 in. 6-MELL.y iF Kt-cizs SiJ to in. - to in. C i`k oTr,C1)) Anticipated water table.`q.z in. Anticipated water table 3G?in. Roots to qt4 inches SEP ,, Roots to 41 inches - - Health Dept.'Comments Health Dept. Comments SOIL LOG #3 SOIL LOG #4 8 to 7 in. BN L5 to in. i to I$ in. TAN FN-14160 SN) T3 to in. 1$ to 55 in. TA NI FN 5 N 7-1 to in. 44 to > in. M ei n LES � � to in. . Anticipated water tat:443'4a in. $ If) Anticipated water table in. s Roots to 1$ inches „4, .At Roots to inches .I • Health Dept. Comments ! Health Dept. Comments 040 ';tSWt en - ��. ; of = SOIL LOG #5 ,r1--• 1 , K.: }ii SOIL LOG #6 'EMIT i 6 . . II to in I =;�.r , . . c ..,:,--•• I _ to in to in. -^ „Y 1, E to in. _ to in. &-A4,- 13 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:'UNFOH1 CH1SOtl..FRM%/OO