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HomeMy WebLinkAboutSEP2012-00119 Jefferson County Department of Community Development • 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION OCT 1 0 2012 PROPERTY OWNER J ckS- r. —LAt _, MAILING ADDRESS (O SAt,A-!-. ciC w 0.9 Pry lock t ' 9,p, p€t, t PHONE (36 0 ) lot - 1E3S, ( SYSTEM DESIGNER hia-D464410 Designer Phone# 76c2 62?-3 P C3ctl) LEGAL DESCRIPTION: Section / Z, Township 2.9/VRange 1 14/ PARCEL# 96z- 70o- O fg Subdivision Name akfte./VC 773/9C7y Division Block Lot(s) l 41 Site address/Directions to site -VLe 1100073 70 ht_G�� SOURCE OF S AGE/USE TYPE O 4'ORK WATER SOURCE Residential O A New Tank/s only Private Residential A s U Modification Public Commercial Expansion Community Upgrade SYSTEM TYPE , Repair SITE SIZE /790'f 9(sQ Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# Alternative Redesign No SYSTEM DETAILS Number of Gallons/day 61.00 Soil type Z (attach soil eval.) Application Rate ®'C qal./sq.ft./day Drainfield Length /10? ft. Trench Width ///9 ft. Trench/Bed Depth 4719 in. Septic Tank size? 0 fMO gal. Pump Chamber size /..000 gal. TYPE of system 41,a/04/,D (5e - ODE- FOB°{ .. Z E-, 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 apple 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 _ -- Jefferw county z4 ult of or in consequence of the granting aFthls 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. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she r:. z for 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.App.' miffed to the Health Division in writing within ; en days after receiving written notice of the decision. 42._o S,o_ \ wr Ci8C Cf.‘lra 3+00 -fie a:o4�3 DISCLAIMS -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 a Iication will be separately judged by the rules and laws in effect at that time. Property Owner Signature t Date FOR OFFICE USE ONLY �1 PARTIAL ASBUILT 'I l r 7* FINAL / /It/ APP IVED Z SL IN /'INSP/PUMP TEST Lit? tic(' PUff d s ALL HOLD REQ.MET Date—a—( . Fee/9 " Rec#/3 2.25 V Check 4 V Case#SEP 0"."--'ll H:\wEB\PDFs\Septic\septic_permitapp_2008.DOC < 9^yt JEFFERSON 5`. COUNTY PUBLIC EALT H 615 Sheridan Street•Port Townsend•Washington •98368 www.Jefferson countyp ub lic health.o rg • one .1- : _• : ax •I • .r. ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP12-00119 Date Received: 10/12/12 SITE ADDRESS: 10 S WHITE FIR WAY Date Issued: 02/28/13 PORT HADLOCK, WA 98339 Date Expires: 02/28/16 APPLICANT: JASON WHITE PHONE: 41 AMES LN PORT LUDLOW WA 983659626 LEGAL DESCRIPTION: IRONDALE AC TRACTS TRACT 14 PARCEL#: 962700018 Section: 12 Township: 29N Range: 01 W DESIGNER: ERIC HIBBARD PHONE: 360-683-6300 SOILS APPLICATION INC. P. O. BOX 1120 CARLSBORG WA 98324 SYSTEM DESCRIPTION: MOUND No. of Gallons per Day: 600 Type of work: NEW Drainfield Trench Septic Tank Length: 120 feet Width: 5 feet Depth: inches Size: 1,500 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. 40# Jefferson.County Environ -ntal Health Specialist This permit with conditions must be onsite during al phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00119 1.) Septic tank and pump chamber to be water tight. ,Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to high water table. 2.) Dry season installation required. 3.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 4.) 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. 5.) 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 6.) Approval of this onsite sewage permit that includes an accessory dwelling unit does not assure that a building permit for an accessory dwelling unit will be approved. Building permit applications are subject to the requirements at the time of application, of the Jeff. Co. Building Code, Zoning Ordinance, Comprehensive Land Use Plan and Land Use Procedures Ordinance as well as any other environmental approvals duly adopted by Jefferson County, the State of Washington or any other agency with Jurisdiction. 7.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 8.) H An asbuilt drawing and certification of completion by the designer is required prior to final approval. 9.) 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.) 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. 11.) Contact designer prior to installation for staking of drainfield area. 12.) 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. 13.) 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. 14.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 15.) 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. 16.) 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. SEP12-00119 Paget of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 2/28/2013 Il 17.) Based on the report submitted delineating the F/W2 wetland, a setback of 75-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. SEP12-00119 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 2/28/2013 FT i,o JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA*3 $ 2p ASBUILT INSPECTION DRAWING "/ L SPE TION REPORT For RECORD DRAW tK � Designer Permit# SEP l.2-��� l Installer cx-(///571 Parcel # 96' Z— Electrician P��6 C� u �,Q Design,Flow COO /&17/ / Property Owner SG/tz lW/i S'(3q,'9b/6— Site Address / 0 S Iv/7 z7 F--2 / Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) l CO% Td�1/g6i c -0 1O-1S-13 Pump chamber (manufacturer, size) /soot' V�� O'76 C4 �{ (-t 3 Screen(s)and/or Pump Shroud (type, location) • /3- .� �UG .SG Were Tanks tested onsite for water tightness? Yes/ ( 6 7 Panel Model 1.9 4 GVA(' L Pc SO/ Timer Model _ ` —f3 Pump 1 - Man./Model /--2236i13YV FL? ?D Flow.Rate 70 qpm i k Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches �/ Timer from bottom of tank- On/off - . /. o in. Functions: On Veto - 4 in. Off- 7 seclehr Alarm - 440. in Veto On - `';6"7. ,- ) in Storage Above High Water Alarm 1-15O gal. Veto Off- , g7 .'" sec mir br Dose Counter Reading .,0 /9 gyp:-c # gallons/dose 1‘, ;; gat. Elap. Time Meter Reading CO-/2 `- /47, i�iti,• s Pump Throttled? Dose Drawdown (in inches) 2,, .' in. Pump.2_- Man./Model, Flow Rate, gpm:r Pum• Location i.e. •ara•e 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 Abo - High W. er.Alarm ... gal. Veto Off- , , sec/min/hr Dose Cou -r lieang # gallons/dose gal. Elap. Ti Miter"Relaqing min/hrs Pump Throttled? Yes!No Dose I.'.awOWri (,n iitehes) in. If additional pumps-complete the info in this table for each and attach. Othe' it er''functions &ARt(TS i ,(e.g. override on/off) 044f-11 4.34011.$ H:\WEB\ONSITE\Hsbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date Insp 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/ No Disinfection Unit (manufacturer, type, model) Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter Z Manifold size/schd Z. (.SC/ "VC-- (44(4 Orifice size g-if 2 10C--- Lateral Size/schd < ,S'igs *)1C.--- Barrier Material F-7(-7-31.11- F46 4C Cover Material/Depth / ' Residual Head (lat.# & ft. Head) 4'A — 6477 The laterals/pods were balanced -/ No A' Source/Manufacturer of Drainrock/Gravelless chambers C Drainrock Clean? s' No If no what action taken? Mound/Glendon Site.Prep C-e=r/19 ' • :7(-44 Drainfield Length ft Width ft Depth inches Caps for measuring residual head stored (location) eon/7,5z_, COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary /z ?7,107 (120 y .0- C,t/ = "‹, 7 CC/ 0 /4/1- /76)35-0 /°G'fiCi✓`7 7OP G- --33 GG4r3 T at/4,6-r -c`/ ,,1r,Gcc- ?-Cris- /"?Cv . . Health Department Inspection issues resolved Yes / No / NA If yes how'? Users.Manual.Provided:to Homeowner 1/`-Zy IV ,.Date Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer`. . I CERTIFY T E INFORMATION PROVIDED Al3OVE.WAS VERIFIED BY INSi£C:: ,;vN, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON Co to° (DATE) OR THAT CHANGES }SAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WIC 246-272. .. •_ Designer Signature Date License# omoo ..». Wine t H:\WEB\ONSITE\Asbuilt Report_Form.doc 04/28/10page 2 of 2 ®Copyright 1999-Ash Grove Cement Company WET SIEVE GRADATION CALCULATION SHEET-ASTM C117,C136,C128 All rights reserved Western Region Lab x--Stockpile Date 3/17/2014 ASH GROVE _-Shipment Time 11:30 p.m. -Belt cut From Belt# —-Blend Comment: Technician Ben Weber -Washed Product Name Concrete Sand Material Sou*- Cotton RM t,l"! U.S. WEIGHT RETAINED PASSING ASTM Specs ASTM Specs o %SIEVE RETAINED %DRY /o DRY %MIN %MAX ' ' 3/8" 0.0 0.0% 100% 100% 100% ,,9 , #4 3.3 0.2% 100% 95% 100% 'rj .: �� #8 359.1 20.1% 80% 80% 100% 2 #16 360.2 20.2% 60% 50% 85% t9 #30 366.7 20.5% 39% 25% 60% " cb 's #50 464.4 26.0%' 13% 5% 30% 's, t. ; 4 "`- #100 199.4 11,2%' 2% 0% 10% Lf' .... \,_,..) #200 24.5 1.4% 0.5% 0.0% 3.0% �r PAN 2.4 0.1%�' ::`,,... { TOTAL 1786.2 =,= `-° x s Washed 1780.0 Other Tests FM 3.07 SSD Sp.Gr 2.65 Abs 2.9% Sand EQ 78% NOTES: 4/27/2014 BLUBBER BAY QUARRY,TEXADA ISLAND,B.C.VON 1E0, 604-486-7715 sand sieve april 2014.xls/kjr Grain Size Specifications (concrete sand specifications ASTM C33) Sieve Size Particle Size % Passing 0 3/8 /o 9.5 mm 100 No. 4 4.75 mm 95 % — 100 % No. 8 2.36 mm 80% -100% No. 16 1.18 mm 50% - 85% No. 30 0.6 mm 25 % - 60 % No. 50 0.3 mm 5% - 30% No. 100 0.15 0% - 10% No. 200 0.075 mm 0% - 5 % Notes* * Only 5 % or less of the sand should be particles 0.075 mm or smaller *Aggregate must be tested in compliance with CSA A23.1-04. *An aggregate analysis (sieve size report) may be requested to verify the sand meets the specification. References: page 16. Alberta Onsite Wastewater Management Association, "Onsite Wastewater Treatment Systems Training Program Module 113, Revised 2005'. page 63. "Alberta Private Sewage Systems Standard of Practice 1999 Handbook", First Edition July 2000 701 °C p38• 22t (/I •� y Si y , I 'c 1 11 y i 1 4T O C Z I N O g �N myp i I ° ' = O N 1 I 0 ° i U) 1 //, o Q if p •*: C v I . v I I , :0 0 30' I 2X t D I I o i O ill p (I ~-9i!! co I cri 1 o f p OD I j / D Z° y , Ut 1 / / ,O zr iI/ 70 -°I 11 I" ; /V/ Zes; y n���� ��� '0� � m o tA m 55 M 73 n , F 1% 2 Z nt co p `��FD wq�� m N -- 0=8:�\��E3 •.R � 1 D o r,m I O I I- e-s- CO// i/ I 1p 3 n _ I O N Cp •.«CP V CD j _ C1p N O i o 0 v1 ry Z ° 9' I 1 S 0 CL OO gy N • I a S� > N rt Cq o a In a.-.N Ui Z NPO ,•«O 1 O (1 I I 00 C D* O y ' rt •N --- --- ti� ,r301' --,),\2 co t a et II '5 Q ,^ \,, 4 Ca ICI a. fl O z / T E A rnn o`'' "RECORD DRAWING" A y N a �� TAX PARCEL # 962-700-018 SOILS APPLICATION, LLC. o n -` ti 0 53 TIMBERLINE DR �' o MOUND SYSTEM FOR SEQUIM, WA 98382 WHITE PH (360) 683-6300 E-MAIL SOILSAPP@GAMIL.COM X , c N U .i (''�''�-- ON a CO g PRESSURIZED MOUND SEE DETAIL 1i J O NO TRAFFIC ct NOTES O . ZONE 1. IT WILL BE NECESSARY FOR THE 1 Qr c I SEPTIC SYSTEM INSTALLER TO CONSULT I Q cc W WITH THE PROPERTY OWNER BEFORE 1 1000 GALLON SEPTIC (n Q PROCEEDING WITH WORK. V TANK W/RISER TO 1000 GALLON SEPTIC TANK AND 1500 1 J oo GRADE AND GALLON PUMP TANK WI RISER TO 2. INSTALL 4"0 PVC CLEAN-OUT AT HOUSE FOLLOWED BY PUMP I ( z 1 CHAMBER TO GRADE AND CLEANOi(1T AT HOUSE CONNECTION IF NOT ALREADY PRESENT& (/) 00 Z I TRANSPORT CONNECTION SERVICEABLE. I o. EFFLUENT TO PUMP ' dirN .3. INSTALL TWO NEW 2 COMPARTME I TANK CONCRETE SEPTIC TANK WITH SCREENS 1 (f) 29' OUTLET BAFFLE, AND NEW SINGLE I Z 1 COMPARTMENT CONCRETE PUMP CHAMBER. Q 0' INSTALL RISERS TO FINISH GRADE OVER ALL 1 e ° a ACCESS PORTS. FINAL POSITION OF THE ,,,� u TANKS SHOULD BE iNWEARE LAFTER THE BUILDING C D AND T 1 O 1°`SCH 40 TRANSPORT I v/ TO 2ND SEPTIC TANK �,�V //I SANITARY CONNECTION IS KNOWN. ( C OI 0; OCT I O 2012 1 2" SCH 40 PVC �I� /I �IJo f 4. THE LOCATION OF CERTAIN SITE :H I- O O `� I� PROPOSED TRANSPORT TO MOUN+ �I 4-n '� NO TRAFFIC FEATURES AS SHOWN ON THIS PLAN ARE o I ADO 2 /lf.: ZONE APPROXIMATE OL4LIi Q• PROPOSED SFR •1t' e ' 1 14-1 0) I• + Ie ' HOUSE 3 VERIFY ALL DISTANCES AND OBTAIN THE 1 I•-• Z� 1 - •'``' • i' � +"_ • BR SFR � �� 0' ASSISTANCE OF THE DESIGNER TO STAKE ill S • • • • 3 OUT THE PROPOSED LOCATION OF THE NEW I W p I • `• S - • d . •1 DRAINFIELD. Q ..s .': • p 1 5. THE SIZE OF THE PUMP(S) REQUIRED 1 Q O 1 , •r TO OPERATE THIS SYSTEM ARE BASED ON 1 Q'■1 3S I ASSUMPTIONS REGARDING THE PROPOSED I�-- k w \ LOCATION AND FINISH FLOOR ELEVATION OF I fq, � THE RESIDENCE OR OTHER STRUCTURES. INSTALLER IS ADVISED TO CALL THE EXISTING DESIGNER BEFORE ORDERING ANY PUMP(S)..------r-CONTOUR Z SHED 6. THIS SYSTEM IS NOT TO BE INSTALLED 0 1 \ UNLESS ALL DESIGN DOCUMENTS, DRAWINGS, \\ 1 AND SPECIFICATIONS ARE PRESENT ON-SITE. SCALE: 598..* - _ - c�j 0% ( DATE 200' 190' F �o i r, ,a _ - - — —J CONTOUR CONTOUR - 9° 6-13-2012 Z \ -'-c SON GeD • GC ,�' JOB NUMBER: p� ,. •• �•�+ 10-104 Date DRAWN B �o i ERIC REVISIONS: \ ,�\ Scale: 1 " = 5Q' �'� /�L - 0 50 100 150 �9\ +4 \\ 0 . : 1,;•.10,. SHEET NUMBER OF 5'I % 3\` - _ _ _ 1,..... ERIC 5W BBAR0 ?s` 179,496 SQFT PUD WATER \ - _ _ ��� LICENSED DESIGNER 716, \ EXPIRES 11/18/2012 [41 — w 1 1 I J cy -►�n„f o %/, s `. NNE Z ;,/,;\� Z o °1° 1' z \ z 1 i O -1 -„I N U t7i ° rn \ O co . -1 0 0 0 • O I. r r' ° o a 1. ►i ao o 16 "'goo sill ► — — 0 'a' Z v .7 .Il -1- t 0 n m c 0 ib ›. l e." 0 I rn e -1 cn 'o a _A 1,. 0 1 •' ii ... .... , r- ,...., z Z L„_c___Q IA 13 rh -i. z N 's; I .a -•-i a 1 i---14, = Z 0 r rii p c)O p • Ps H 'r co Q ° p.....•......i•......i•;.. 20g N -1cjN Oa Z X ? z (/)r rn )W r O --1 D a o ( ••.-.O � " ' r= % °'s D a p ( rn O a 11 ....r. C / n a R I r't' 0 tl1 / -0 ccf)v) O. a \\\ cw xi 13 0 Z`° 32 �\ (4 a5 iri w �,,; 00 N�N �� 1 O/// / /.F. N M.:�y�•0,j1�/ /\i •00 \\ vw i f 1 E () ON—SITE WASTEWATER PLANS `-' ' 2 2 c ' TAX PARCEL #962-700-018 SOILS APPLICATION, LLC. ��, 0 863 CARLSBORG ROAD, SUITE A, N MOUND SYSTEM FOR SEQUIM, WA 98382 WHITE PH (360) 683-6300 FAX (360) 683-5652 i N GENERAL CONSTRUCTION NOTES and maintaining the wastewater system. sweeps&clean-outs in 6"0 HDPE valve boxes. (j ,a I 0 C T 10 012 Orifices: 1/8"0©2'on center oriented at 6'o'clock _.1 1. Construction materials and procedures shall be as set forth her in and in 8. If, during construction, soil conditions are found that may lead to premature Gravelless chambers:N/A --I i conformance with: • J failure of the system, construction shall be suspended immediately and the Sand fill: Sand shall meet or exceed the specifications of ASTM C- , "S o designer shall be notified. Such soil conditions shall include but not necessarily 33 sand.A current sieve analysis may be required upon Z (/)(NI 0) • applicable Washington State Department b Wa`Iihi"( bbHj�iiicai be limited to ground water, fill material, clayey soil, bedrock, or excessively request of the designer or the county health department t� ' 03 Review Committee(TRC)publications, permeable gravel. Cover material: Soil shall be relatively clean and free of large rocks and Q 00 Ch • WSDOH TRC Pressure Distribution Standards(2007). organic matter. It shall be placed carefully over the ct O 4. • WSDOH TRC Mound Systems Standards(2007). 9. Any deviation from these plans shall be approved by the county and designer drainfield trenches or bed,as applicable,so as to not Q • Washington Administrative Code chapter 246-272-A, On-Site Sewage prior to construction. All changes in location of the system components shall be disturb the lateral piping,and shalt be raked smooth. High U c9 3 Systems(2007) documented by the installer with an "as-built" drawing giving distances to two quality grass seed of a local mixture shall be planted over ctO • applicable portions of the Standard Specifications for Road, Bridge, and reference points. all disturbed areas. CL Municipal Construction (Washington State Department of Anti-siphon valve: 2"0 Orenco,product#OSI HVAS200 or equal �' 3 O z Transportation/APWA,current edition), 10. The installer shall notify the designer 48 hours in advance to stake the Pump: Non-clogging submersible effluent pump rated©54.4 Q OTC W • National Electrical Code(NEC),(current edition), location of the system prior to beginning construction,as needed. gpm @ 31.'TDH,able to pass a%"0 solid sphere,and (n 4 • Jefferson County Regulations, safe in the areas of explosive gases. . U o • Jefferson County Division of Environmental Health Policies, 11. Installer shall finish grade to divert all surface water runoff away from tanks Surge Control panel: Orenco A_1 Panel w/on/off float,alarm float and dose es rc2 A • along with all other applicable national,state and county codes. and drainfield treatment areas. counter 00 Control panel: Aquaworx IPC-1 pump control system with float-less 2. Any inconsistencies, errors, or omissions in the Plans or the Specifications 12. The bottom of the drainfield trench or bed areas may be inspected by the operation,programmable on/off timer,manual off/auto which in the opinion of the Contractor, may reduce the quality of the wastewater designer prior to placing drain rock. Drainfield bottom shall not exceed +% inch operation,programmable start/stop/alarm levels,audible system shall be reported to the designer prior to construction. from level. alarm w/push to silence,date/time stamped event log, V) visual alarm,automatic alarm reset,visual heartbeat Z 3.The Contractor shall be knowledgeable and experienced in the construction of 13. After permanent power is connected to the pump controls, the location and indicator,real-time clock&battery backup,VETO feature, Q this type of wastewater system, and shall hold a valid certificate from the operation of the system shall be inspected by the designer. The installer shall dose counter,and pump run-time meter.The alarm must -_I Jefferson County Division of Environmental Health. make any necessary adjustments. be on a separate circuit from the pump controls.A (I.. co qualified electrician must perform all wiring. p 4. Gravity pipe shall be installed in accordance with ASTM D 2321. Pressurized 14. After installation but prior to covering, the location and operation of the I2C I Ct transport pipe joints shall be installed in accordance with ASTM D 2855. system shall be inspected by the county Health Department. Phone 379-4468 to The following notes, disclaimers, and instructions are binding upon the on- LL.1 C) O Bedding, haunching and initial backfill shall be either sand, pea gravel, or gravel schedule when ready. They have 48 hours or two working days to complete an site system designer, the installer,and the property owner or grantor of the 1"' N Li- bedding in conformance with Section 9-30.7A-(2) of the Standard Specifications. inspection,after which the installer may cover the system. property for which this design is intended. No substitutions of material or Q t Z Bedding shall be placed,graded smooth,and compacted to 90%of maximum dry procedures may be made without approval of the system designer: cNp density as per ASTM D 1557. Haunching up to pipe centerline shall be SYSTEM CALCULATIONS 14.1 o) _ compacted to 90% prior to placing initial backfill. Initial backfill to a depth of 6 • The site plan map does not represent a survey of the property in question, l'--' % (ci) i inches above the pipe shall be compacted to 90% prior to placing subsequent Size of residence: 5 Bedrooms nor does it profess to illustrate all easements or encroachments. Any that 1) c j c) backfill. Native bedding,haunching,and initial backfill may be compacted to 90% Estimate peak flow: 120 gpd/bedroom=600 gallons per peak day may exist are the responsibility of the property owner and are the owner's <[ U Z in accordance with paragraph 3, Section 7-08.3(1)C of the Standard Bed size: Soil below bed-Type 4,ASTM C-33 coarse sand fill liability. fig' Specifications, if appropriate. Subsequent backfill above the pipe zone shall be Bed area=600 gpd 11.0 gpd per s.f.=600 s.f. • This site map is based wholly or in part on the best information available at a 0 either of the following: Use 5'x 120'bed the time from one or more sources such as the latest county assessor's Lij Mound basal area: 2356's.f. parcel map, or from the owner's or owner's agent location of property lines f'- ti a) Traffic Areas Reserve infilt. area: GLENDON BIOFILTER PL DESIGN and corners. The drainfield and reserve area have been placed accordingly. (n DZSp05 Gt10n If this property line information is inaccurate, then the system designer is not Backfill shall be bank run gravel, Class B in conformance with Section 9-30.7(C) SYSTEM INFORMATION&SPECIFICATIONSSo j�,G� OC C nSu liable for improper placement for those items. A good faith attempt will be of the Standard Specifications. Compaction shall be 95% of maximum dry J Coved f made to be as accurate as possible. Z density as per ASTM D 1557. Compacted lift depth shall not exceed 8 inches. In System type: Pressurized mound Ppp • Final grading must ensure that all surface water is diverted away from the 0 the absence of inspection by the designer, the Contractor shall document the Soil type: Native type 4,sand fill 2 pate drainfield and reserve areas. compaction effort with photographs. Application rates: 0.6 gpd/sf • Site preparation and drainfield installation are to occur during dry conditions. SCALE Peak design capacity:600 gal/peak day • Vehicles and livestock are to be kept away from the drainfield and reserve b) Non-Traffic Areas Avg. design capacity: 400 gal/average day areas. No burning is allowed. Bed size: 5'x 120'x 9"deep • This on-site system requires regular maintenance on the part of the owner DAZE: Backfill shall be native material, free of organic matter. Compaction shall be to Bed Media: Clean washed$/."-1 '/z"Drain rock as described in the rovided manual. The designer and installers are not 90%of maximum dry density as per ASTM D 1557. Septic tank: TWO©1000 gallon two compartment monocast with 2 responsible for system failure due to improper maintenance or diligence by 6-13-2012 risers equal to Peninsula Tanks the system owner. JOB NUMBER: 5. The pump shall be installed in the pump chamber as per WAC 296-46A-500, Septic tank risers: 24"0 water tight, sealed to tank,equal to Orenco model • No septic system additives are required, nor may they be used. 10-104 Installing Electric Wires&Equipment, On-Site Sewage Disposal Systems. RR24 with FL24G unvented lids with gasket • The property owner is responsible for damage done by landscapers. Effluent filter: 1/16"mesh rated for 500 gallons per day equal to Zabel • Site conditions at the time of system installation may require that a curtain DRAWN BY: 6. All exposed soil shall be seeded with grass prior to final inspection. Model A1800 drain be built to protect the drainfield even if it was not shown on this design. ERIC Installations during October through April shall be mulched with 2 inches or more Pump chamber: 1500 gallon single compartment monocast with 1 riser of seeded hay to prevent erosion. Seed shall be spread at an approximate rate of equal to Peninsula Tanks REVISIONS 10 pounds per 5,000 square feet. Surge Vault: 140 gallon single compartment Vault available from HD IPA Fowler A. l` 7. The designer shall be responsible for periodic inspection to document the Pump tank risers: 24"0 water tight,sealed to tank,4 grip splice box, #f,`cv . j location of visible components.The installer shall be responsible for constructing discharge pipe grommet,and float bracket equal to /Q'• N the system described within these plans and with the conditions of the permit. 4 ' . Orenco.Use unvented lid with gasket. l,�v:4�¢y�,� The installer shall be fully responsible for the quality and function of the permitted Gravity pipe: 4"0 ASTM D-3034 PVC �# ..o r''.F. SHEET NUMBER system for a period of one year after the completion of construction.The installer / '. ,;M' r? shall certify that the system conforms to the specifications and performance of Transport line: 2"0 SCHD 40 PVC ,1„ :...- ty y p Manifold pipe: Center manifold,2"0 SCHD 40 PVC ;,' ,1 %O the permit and WAC 246-272A implicitly by receipt of final payment from the Distribution laterals: FOUR 1.25"0 SCHD 40 PVC,each 60'long,with f 5100362 ': OF 5 permitee for construction services. The owner shall be responsible for operating g ffp�'L. ERIC W HIBBARD '•�; LICENSED DESIGNER i EXPIRES 11/18/2012 m m -..i7.10-2- z i1I z z $$ n GGG(�°z 4 ' { rC r �$ CO �cv0 ' MDR D .0 Z o3ot1 ' MIN � ���������.�.��. . . . 4 � !II!� , !( `�O�C \/ p ° A� ` tom~ n fib qb i R 11,2* •P xax : to I - ` I �� f : ://. : ` On AO� DD I+� rAr r`� _ `N_ Oz tiN. N. N -01;19 Mil NI tro s %c_101.1 y t z F z c -02 2$ z o m �" c z •' ` 22/ 600 GAL WORKING \ �N. 0 a,- o n CO '� > -v n° = v ' ••• ` •VOLUME ( \ ` , DJ 13 .cz N. r \ ' ' ~y2 � z n D r., �0 x • r ti r- i a vZ � iT zi-1 N vo 0 \ \ / • *; . . .. O -18" / ) -.- D D s • 0 n N N M 0 N c z °z ° z 0,--)r0 --► � D r�in�A $ 4. cIA a�3 ao 2PP' ?02 rr Cil .c ^7' // 2 2 z /\/ \/` ' ; mid r0 • g'.. / rrt • • 138"MIN 1 Zi \ ~�� 1' N. N � s \ .\--\..\-N %U 2 00 ". N \\\ \\ ���.. ``l" x ti n Z III n. 10144IN I • • . � m 9 N ' , X/••:. . : � o o `°o o X rig $m c z~// D // g O O CI cn - ON-SITE WASTEWATER PLANS m to o t �, TAX PARCEL #962-700-018 SOILS APPLICATION, LLC. t ,��,' c 863 CARLSBORG ROAD, SUITE A, N MOUND SYSTEM FOR SEQUIM, WA 98382 C P WHITE PH (360) 683-6300 FAX (360) 683-5652 CONSTRUCTION SPECIFICATIONS A sediment shroud shall be placed around the bottom of the pump extending to 16 inches above the bottom of the pump J tank. t0 oo co IS3 O FN. The work described in this document consists of the construction of a septic system for a 3 bedroom residential home and Controls shall be Aquaworx. The control panel shall have a NEMA 4 enclosure if exposed to the weather.The alarm I•= . obi a 2 bedroom ADU.The system consists of two septic tanks,pump chamber,surge vault and mound-type drain field.The circuit will be separate from the pump controls.A dose counter and timer are required. Q R contractor shall be licensed,bonded,and certified by the Jefferson County Department of Environmental Health.The 0 contractor shall give the designer forty-eight(48)hours minimum advance notice of installation. The pump shall be installed in the pump chamber per Department of Labor and Industries Policy 85-07R.(Electrical J ct m Inspection). (L O* Q Q- m Inspections: Filter sand is required for this installation.Filter sand shall be ASTM C-33. Q -I W A pre-construction on-site meeting with the installer shall take place for the purpose of layout. Inspections will be (f) V 4 required during construction at the following completion phases: Mound: J ^ o A.Mound Basal Plow Excavation/Tank Inspection 6 ':01 Pi B.Bed Inspection 2-Completed with Plumbing Before Cover Prepare mound site by first laying effluent pipe from the pump to the fill.Cut and cap the pipe one foot beneath the aD Tanks/Pump/Controls Inspection ground surface.Backfill and compact the soil around the pipe to prevent back seepage of effluent along the pipe. This C.Final step must be done before plowing to avoid compaction and disturbance of the surface.Cut trees level to ground,remove excess vegetation by mowing.Prepare site using a moldboard plow and plowing perpendicular to the slope. The site Septic Tank: should be plowed in a direction so that the plow throws the soil upslope.Use a plow with as many bottoms as possible to Z Z reduce the number of driven in furrows which result in compaction of the subsoil. Utilize tracked rather than wheeled J The septic tank shall be a standard two-compartment 1000 gallon concrete tank.The tank shall meet state and Jefferson vehicles to spread loading over a greater surface area to avoid soils compaction. Chisel plowing may be used if a CZ.. c0 County Codes and shall be water-tight.Inlet and outlet sanitary tees made of plastic material shall be installed.The outlet moldboard plow is not available. Rototilling must not be done. Immediate construction after plowing is desirable.Avoid o tee shall have a screened baffle.Risers shall be installed to finish grade on both access ports."Jet-Set"or equivalent rutting and compaction of the plowed area by traffic.If it rains after the plowing is completed,wait until the soil dries out Q I t shall be used to secure the risers to the tank. Grout or mortar will not be acceptable.Care shall be taken to insure a water before continuing construction. Lay 4"of washed pea gravel on top of the plowed ground to act as a water break.Once Ems-I p O tight seal.Be sure to fill the tank with water when the installation is complete. completed,begin construction of the mound. ►� Q I Z Pump Chamber: All piping shall be installed as shown on the plans,or as directed by the designer.Laterals shall be installed level with an 04 accumulated elevation difference not to exceed 3/4". The laterals shall be thoroughly flushed until free of all dirt and .F— c The pump chamber shall be a 1000 gallon single-compartment concrete tank.The tank must be water-tight and meet state plastic shavings prior to inspection. 90 degree sweeps with cleanouts&monitoring ports shall be installed in round valve (f) W and Jefferson County Codes.A riser shall be installed over the access port and shall extend to finish grade. "Jet-Set" boxes at the ends of all laterals. z or equivalent shall be used to secure the risers to the tank. Grout or mortar will not be acceptable.Care shall be taken to Q insure a water tight seal.Be sure to fill the tank with water when the installation is complete. Installers please note: Since this pressurized system requires a timer and electrical control panel, we will not perform 0. O the final inspection or certiftl the system as suitable for service until after electrical service is established at the building 14J k Lateral,manifold,and transport piping shall be SCH 40 PVC or better and shall be solvent welded. All piping within the site. pump chamber shall be schedule 40 PVC or better and shall be solvent welded. All fittings shall be schedule 40 PVC or The designer must have all pump curve data,technical support manuals,warranty cards and operating V) better. instructions for all components to assist us in our maintenance&monitoring efforts.We will incorporate all pertinent data 1 into the Operations and Maintenance Manual that we present to the home owner upon completion of their new system. Z Pump and Controls: 0 DESIGNER MUST BE NOTIFIED OF ANY VARIATION OR MODIFICATIONS CONTEMPLATED FOR THE The pump shall be a non-clog submersible sewage effluent pump and meet the following specifications: SYSTEM DESIGN OR SPECIFICATIONS.CHANGES MUST BE AGREED TO IN WRITING BY THE DESIGNER. SCALE: Minimum delivery capacity: 54.4 gpm @ 31'TDH DATE: Discharge size: 1 1/2"dia.minimum 6-13-2012 Total dose: 33 gal.± 10%TWELVE TIMES A DAY=400 GAL AVG DESIGN ?OSAI- JOB NUMBER: The pump shall be able to pass a three-eighths inch solid sphere and be safe in areas of explosive gasses.Pump SEV�pGE DIS r C StrUCt`et1 10-104 information,such as specifications,operation,and maintenance,etc.,shall be submitted to the designer prior to or at the Pppeoved i DRAWN BY time of final inspection. pate ERIC RENSIONS i 0 f,•`` /�,� OCT 1 0 2012 � . +l'1/4:o4 "'.•'4.•,,, ; SHEET NUMBER 1 . Envirorudi,A , K-. ,;Ih mndspecs.wps �' 51 362 e s. /e..... ,RIC W HIBBARD '•�` tI LICENSED DESIGNER io EXPIRES 11/18/2012 • Jefferson County Environmental Health Dept. 615 Sheridan St., Port Townsend, WA 98368 SOIL EVALUATION Property Owner-Jason White System Designer- Soils Applications LLC. ERIC HIBBARD LEGAL DESCRIPTION: Section-12 Township- 29N Range- 1W Parcel# 962-700-018 Subdivision Irondale AC Tracts Division Block Lot(s)- 14 Date Logged: 6-15-2012 Logged by: Eric Hibbard Include soil textural characteristics and depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 Health Dept. Comments: 0" to 10": Light brown gravely sandy loam 10" to 22": Tan gravely medium sand 22" to 56": Compact Mottled Gravely sand l/ Observed water table @ n/a/Moist @ 40" 4 ,1 R 0 \:\\,a oots to 22" 2,2,'i a5 SOIL LOG #2 Health Dept. Comments: 0" to 18": Brown fine sandy loam 18" to 28": Mottled fine sand 4,2_2 L, ,-,,,,--, , IC). .:,°-... , 28" to 54": Compact Mottled Gravely sand Observed water table 54" �'—•' J6.1'e'"" © 11 jut Roots to 18" £ - ICI frit /74 LI SOIL LOG #3 Health Dept. Conim tItsk, 0" to 19": Dark brown sandy loam -°`ih 19" to 53": Mottled compact gravely sand Observed water table @ n/a/Moist @ 40" Roots to 19" saiwo' 2. SOIL LOG #4 Health Dept. Comments: 0" to 12": Dark brown sandy loam 12" to 19": Faintly mottled fine sand 19" to 54": Compact Mottled sand .i e .. Observed water table @ n/a/Moist @ 44" '' `� Roots to 18" 1-1 ' 4'71: ,a04 Al faik\tyl ppt, tit/Sf r l C5 74 t�� ' ,k. t I-tell 4 P 5100362 �/ tY '' YY HEARD X LICENSED DESIGNER rim "= Jefferson County Environmental Health Dept. 615 Sheridan St., Port Townsend, WA 98368 SOIL LOG#5 Health Dept. Comments: 0" to 12": Gravely fine sand 12" to 24": Very gravely medium sand 24" to 45": Mottled fine sand 6' 36 Observed water table @ n/a/Moist 42" Roots to 24" li( 21° -f- SOIL LOG #6 Health Dept. Comments: 0" to 13": Brown fine sand 13" to 18": Faintly mottled fine sand i L1 18" to 48": Mottled fine sand 4--z. ,,,,^ 1 e;) q, 11 Observed water table @ n/a/Moist @ 48" 5 /�'�VV Roots to 22" SOIL LOG #7 Health Dept. Comments: 0" to 18": Brown fine sandy loam 18" to 48": Gravely compact mottled fine sand /} Observed water table @ n/a/Moist @ 38" e ° I , Roots to 18" / . .. t 2-2 1 : OCT 1 0 2012 i`tiviro it,„.:11—ii Health „n ' N. Sok UC ENSED DESIGNER Y Vim; 40.fyyrors ': woutmet BAN , 7