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HomeMy WebLinkAboutSEP2014-00052 044 e Jefferson County Department of Community Development 11, 621 Sheridan St.,Port Townsend WA 98368,(360)379-4450 o"w A, SEPTIC PERMIT APPLICATION s =� ; � � s l PROPERTY OWNER l `r ET l 'I MAILING ADDRESS ' ' ' L _rte:'BEANT PAU ERICSEN `,lo p� .DE''IGNER ' • 4. i • i . 1 A • : D" d 0re�}����0\M0IMIIIMara l. . 12/11/ /h , PHONE ( 'I{015 ) G $1 - 5'K t SYSTEM DESIGNER ER 1C..5 E N IDES l G N Designer Phone# 360 - 30L-O3 LEGAL DESCRIPTION: Section .3,2 Township 3/10 Range I W PARCEL# On 13 - 1038 Subdivision Name Division Block Lot(s) `` Site address/Directions to site 4303 1)1 S C.0\(E R r( TZ T D PORT 1 O .) Ni 5 E N SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE =c Residential )t, New X Tank/s only Private Residential ADU Modification Public Commercial Expansion Community Upgrade Repair SITE SIZE Cj 3) 1 l o.564 -R SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional K Designate Reserve Area Yes# ZONI 09 - l 37 Alternative Redesign No SYSTEM DETAILS Number of Gallons/day 600 Soil type ..W4 (attach soil eval.) Application Rate . (0 3 qal./sq.ft./day Drainfield Length 315 ft. Trench Width 3 ft. Trench/Bed Depth .2L in. Septic Tank size 15 00 gal. Pump Chamber size gal. TYPE of system (7RA\ ITY CONVENTIONAL 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. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. 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. r Property Owner Signature Date 1 AFr`FFICE-USE ONLY1 ` l O7l�/ 1 l PARTIAL r n C�I 1�51RIISBUILT 6� IIS FIN / !S A'PRO- D J • INSP/PUMP TEST \')\IM\\` ALL HOLD REQ.MET Date JSH Fee 5 LeIRec# >1 0_111.5 Check# J-77 - Case#SEP l 0005 H:\WEB\PDFs\Septic\septic_permitapp_2008.DOC JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street •Port Townsend•Washington •98368 JAN d www.jeffersoncountypublichealth.org 7 1015 Phone 36U-38b-9444 Fax :3b0-3(9-448 i ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00052 Date Received: 05/05/14 Date Issued: 08/05/14 SITE ADDRESS: 4303 S DISCOVERY Date Expires: 0 �/ PORT TOWNSEND, WA 98368 APPLICANT: ROBERT J ZORMEIR PHONE: DIANE T ZORMEIR 1351991ST PL NE � i j�l — 6 9015 KIRKLAND WA 980341850 LEGAL DESCRIPTION: S32 T30 Rl W TAX 82 r upscI rIVIENT PARCEL#: 001321038 Section: 32 Township: 30N Range: 1W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: ONVENTIONAL TRENCH No. of Gallons per Day: 600 Type of work: NEW Drainfield Trench Septic Tank Length: 315 feet Width: 3 feet Depth: 24 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. fr 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.: SEP14-00052 1.) The septic tank must be a 1500gaI as per design. 2.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 3.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 4.) 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 5.) 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. 6.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 7.) H -An asbuilt drawing and certification of completion by the Designer is required prior to final approval. 8.) 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. 9.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 10.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 11.) 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. 12.) 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. 13.) 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. 14.) 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. SEP14-00052 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 8/5/2014 JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street •Port Townsend•Washington •98368 www.jeffersoncountypublicheafth.org one .1- ; -•, ,, ax •1- • ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP14-00052 Date Received: 05/05/14 SITE ADDRESS: 4303 S DISCOVERY Date Issued: 08/05/14 PORT TOWNSEND, WA 98368 Date Expires: 08/05/17 APPLICANT: ROBERT J ZORMEIR PHONE: DIANE T ZORMEIR 13519 91ST PL NE KIRKLAND WA 980341850 LEGAL DESCRIPTION: S32 T30 RI W TAX 82 PARCEL#: 001321038 Section: 32 Township: 30N Range: 1W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: CONVENTIONAL TRENCH No. of Gallons per Day: 600 Type of work: NEW Drainfield Trench Septic Tank Length: 315 feet Width: 3 feet Depth: 24 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. ///# 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.: SEP14-00052 1.) The septic tank must be a 1500gaI as per design. 2.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 3.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a secured lid, adequately sized to allow visible inspection of the liquid level in the box. 4.) 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 246-272AAND 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 5.) 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. 6.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 7.) H - An asbuilt drawing and certification of completion by the Designer is required prior to final pproval. 7,/, \0 4 Before final approval is given, the designer shall provide an operations and maintenance manual to he 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. 9. Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 10.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent.' 11.) 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. 12.) 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. 13.) 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. 14.) 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. SEP14-00052 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 8/5/2014 • CONVENTIONAL SYSTEM ASBUILT INSPECTION REPORT INSTALLER MR.1 K $TE VARY" PARCEL# ©O 132-10,30 Permit Owner RO EK.T' Z n ivic.11 Permit # SEF 14 - 5.2- ABSORPTION AREA: DRAINFIELD TRENCH „ TRENCH ,. TANK #OF #GALL LENGTH 3t S WIDTH 3G DEPTH SIZE IS00 BEDRMS 5 DAY (1,(90 Tank Shroud! IF PUMP AND PUMP CHAMBER REQUIRED: Size Screen — Float Arrangement High water float-distance to top of tank/emergency storage Dose drawdown (#of inches) #Gallons/Dose --- Timer/Dose Counter info Pump Size!Manufacturer I CERTIFY THIS ONSITE SEWAGE SYSTEM WAS INSTALLED AS DESIGNED, PER PLAN APPROVED Lug. /0 -/p-(5 DATE APPROVED bcstgoigt SIGNATURE DATE 4 £cc. ertilte,kek, Re-cork meat ), rT 1600 4rAt•.. MO( WAs 'WAreR t CsTC"D /8 2045 Occe_dCo FTP eq-12 - NAI TA t P la1 OUTLET M-FFLO, Tel i ®r � • (-FILE NAME 1 ROBERT&DIANE ZORMEIR.TRV "Found"Corner SCALE DATE DRAWN BY 20 Ft/In 10-9-2015 Bemt Ericsen JOB REVISION SHEET 001321038 1/1 1/1 J This map drawn with TRAVERSE PC,Software 214 8 H 8jn482 46I 0 20' iI_�—/D:"'"*.s.-..k J Ex. Garage Water with Residence - ��� Line 27' 28'x 28' ,� ` <i'" llt -&-B C.O. Concret A o. ' 10' } ; Measurements: e 'I i i i I A to C=32'3" B to C=45'6" Drive / Parkin A to D=39' B to D=50'9" Parking , AtoE=61' BtoE=61' N.: M t Retaining AtoL=55' BtoL=46' N Wall AtoM=60' BtoM=53' o A to N =64'9" B to N=60' CD Double Case. i A to P=71'6" B to P=67' under drive in , A to Q=77'6" B to Q=75' Wye 6"ASTM 30341 A to R=84' B to R=83'3" 1500 Gal. Septic N_ i A to S=90'6" B to S=90'6" Tank see Details (3\ 1 A to T=95' B to T= 108' L o,� 1C ' t (4g / ' S/L Mb, <2 ,3') OBD : .- EC��`7 i ,'b`x.AW(d4 " �� ' +'v C N o,, t 3 ` -i E i 0D i s� • :1�# P < - Q., e _ , ,,,r`. r wA;, S/L 2 Q °-,4,s -`` ` ` \` 2. j�_ '.;a .1. „, 1 I'co. R o' s -co 2' �� p�'�$ERNT PAUL ERICSEN ,�1 A. LIC NSi`b t) 41, ar�orwiro m �. look S o < ♦ ��•or���♦r�a�, ? `�`•ao 2' EXP ES 11/ . t ` 2' ' 5'Setback ~ `°° ' Existing Driveway Line �� � 2' ; and Parking - --, Tale_ a- of 2_ Ex. Garage - `.Q B with Residence " , Water \ 27' j 28'x 28' C.O. ; Line Concrete A'A K 10 .1I "FILE NAME I ROBERT&DIANE ZORMEIR.TRV i SCALE DATE DRAWN BY Drive / Parking i 20 Ft/In 10-9-2015 Bemt Ericsen I cl M Retaining i JOB REVISION SHEET N 7r Wall i X001321038 1/1 1/1 J 0 / i This map drawn with TRAVERSE PC,Software CO Double Case• , under drive in , 0 20' ' o W'e 6"ASTM 3034► 11111 1 c,NM MEc,;., 1500 Gal. Septic ♦_ � Tank see Details L o„ ( 7(s C i Measurements: M b,, <2``� ax3) O"-D ; A to C=32'3" B to C=45'6" Si / i AtoD=39' BtoD=50'9" E i AtoE=61' BtoE=61' Ni -. (a , `, 2' -! 1 ( AtoL=55' BtoL=46' AtoM =60' BtoM=53' Pb ( i AtoN =64'9" BtoN =60' 4 • 2 -,-- ' AtoP=71'6" BtoP=67' S/L2 i + - 1 AtoQ=77'6" BtoQ=75' Q °.�s • 2' i AtoR=84' BtoR=83'3" AtoS=90'6" BtoS=90'6" 1 R !0,...1.s\` ,,o0 2' �AtoT=95' BtoT= 108' i S 1 (� i I 2 '� - c - . ,--cc , i 2' , Y 5'Setback-- ; ' Line 2' '� ' • i" -,./. Existing Driveway 5' ; and Parking I I -, S/L 11 f 1 ai at Reserve 1I 1 Area I 1 ; ; S/L 12 I ,i `" I ar,.# 1 I ' •t , , I IAO w ',{• •!;j _ � S/L13 r�� � + e I 11 i sok,. r `�I A c:/ 5100259 % ,i 1/p, • lli BERNT PAUL ERICSEN .14 . / I iiii ' .$ LICE SED DE I NER 1 r It�bsasKamlowielaWL►bwima.1 "Found" s EXPI ES 02/11/ if. Corner 0) I ss?o ts2. ► to -10-14 1 49,„ J % E a '4por \Z Water _p o • oX/ p; date Meter Power .' SCQ Ve� h/��e, Pole / ss�o rs32�• '` .. Q` �, # 4303 492/.,,, 04 i# / r it 11 /49t., . I • "Found"Corner •��i, jt - ; to/4 i �1 r'� 5100259 1 rjp?BERNT PAUL ERICSEN.Ails or LICENSED DEI NER EXPI' 02/11/ s\ Ns 27488. h-Lt-I ,f- 0 40' 4g2T „W -_-_ N. 5'Setback Line SEWAGE DISPOSAL DESIGN "Found" A..I :.I for : !„ • ,s(1 Corner Date 5'Setback"'"' Line SIL 7 m M o Slope 15-20% ti c N 0 wS/L11 3 < ,(4S, S/L 8 S/L 1 0 X ° <2 . 'V/I p o S/L 9 S/L 2 S/L 4 <s`- S/L 10 ` `4? w o Existing Driveway �, S/L 11 and Parking v o Reserve z Area o S/L 12 S/L 5 0 "Found" = Comer � S/L 13 S/L 6 s so `96?,, 2. Reserve 49 ' F Area r ...., "1p Pro xi177te # 4303 � 4tch/irie . \ \ �' \ \ S 6)76327 � 4321kF /FILE NAME 1 ROBERT&DIANE ZORMEIR.TRV .r "Found" SCALE DATE DRAWN BY '/S> Corner 40 Ft/In 4-29-2014 Bemt Ericsen /y JOB REVISION SHEET /y„..., , 001321038 1/1 1/1 This map drawn with TRAVERSE PC,Software -1Qt • •,.• : 1‘;': Double Case any S/L 7 pipe under driveways it) see Details Col chi I I M N: CO Slope 15-20% / N ° At 1500 Gal. Septic.* Tank see Details O s\ 1 < 0 20' 1�4SX3') S/L 8 0 IME ME , <2 I 1 5' (FILE NAME 1 ,,r\�I ��u ROBERT&DIANE ZORMEIR.TRV 5' S/L 9 SCALE DATE DRAWN BY - ,„ [ <a - 20 Ft/In 4-29-2014 Bernt Ericsen co- I JOB REVISION SHEET < 2� Q001321038 1/1 1/1 J 4 CoThis map drawn with TRAVERSE PC,Software <S I <6 Co - (, <, S/L 10\r-' J Co Existing Driveway and Parking I S/L 11 Area ReseNe S/L 12 SEW, E DISPOS DESIGN I I App! ed Struction il r. - J S/L 13 I I "Found" Comer M i S6jS7S2' ` ---.. 4s<70F '1315;oXiai • / # 4303 867 93z,. it +i� 2j'F 1. 4sc r. i @/y r 11i 0 d f,-4 .- l'i.' 0 Il V$ERNT PRUL ERICSEN•Al ,�._ .-= ` b',E is R • eroi '` 3 77' 4••• A Ai A Olt JUAC1 ,trV) I9Xi 1?6-13E1 T f I) iptNE Z OR 1"IE tiz 0013.21038 5520 .0 F 9 .. I 24a DIA..#4.ETEtt \ A \ j. I FETISH GRADE , gs- - II pox 1------r-1.. .n --- �. I Meal BELITASa S LEI L FL IA1 AT L I Fr...TER Ste Const,Nio}e5 POSA!_ DESIGN Approved fir •n truction • - bate Trench Profile ( No Scale ) (See Notes For Details ) Finish Grade ,..„., Geotextile Filter Fabric Native Backfill Inspection Port I N 4... 1.... Y Y r' Y r ra'. r R-.~.ti Y- Y ft . .R 1�K r r Y: . ,Ry l:r.r r }1 Y r"r: '-L r-'501%Lt-.-Yp;.! eJ 0, 4"ASTM D2729"Perp' I LY f' . r 7. r • liKA'.K!!-::.r i:i [r; t tri r -" !: -"r t y 1 Y!f I R t1 S-Lr r•r `7Vi k -.R Y Y r r . R [4�.__s R. F'....r Y},r • r" / r 1 1,�,,,- r }'. 4 Y't } Yf Y 1" Y i 1- Y t"Y"Y.'.J�4-� 'a'J"• };a •-}",...J- JmJ.-.`Y"1 "Y:r. •}..J:c .�7s!+w'�).¢_.uR.�....R'X...."?�" ,1ScJ."Y'X,'}.,r}..J a..X End Trench "®r' Box Finish Grade 4"ASTM D2729 se 1 I\ To Drainfield 4"ASTM 3034 (Solid ) From Septic Tank _ a -trZrcr Y!;''''YY 'Y : o ./�)}. _ x t r. .�:yk, 3�4 to 11/2° Y1Y S-.r•1\I t ;Ki.::i.;„ Clean Drainrock Y r.i,!;;F•ry.YR f}Rx. 6"Min. Under Pipe �s i4 i a�:of a p�� .W ' F "* 4,C:S a'i � ' filth �s �r.�% t U •►ir. 5100259 ��, R- BERNT PAUL ERICSEN'-. 1a E " S0 11/_,4.__ ; ,. 4. 1i i'i DESIGN i! SEW A.GE pISPQ truotkon %' ,41 ppproveli' / ROBERT & DIANE ZORMEIRa~� a r WA !� Date 001321038 �i 'a'� 5; Project 5100259 14 Description ,. r�� ' p ,/per''BERNT PAUL ERICSEN'•. Install 5 bedroom conventional trench septic system. $ucENssEb DE GNER !o EXPI r.s 02/11/ Septic Tank Install 1500 gallon two compartment septic tank. Install water tight risers to grade on all tank lid openings. Install outlet baffle filter ( Orenco FTiP 0418 — W ) or equivalent. Tank to be set on 6" of "Pea Gravel". Fill with water prior to "Designers" inspection. Transport Line Install 4" 3034 sewer pipe from building stub out to septic tank @2% minimum grade from tank to "0" box @ 1Y0 min. "Double Case" any transport pipe under driveways inside 6" ASTM 3034. "D" Box Install 9 hole "0" box on poured in place concrete pad on undisturbed soil with riser to grade. Install speed-levelers and water level prior to designers "as built" inspection. Drainfield Install 7 ( 45' x 3') laterals as shown on plans. Install inspection ports ( inside 6" round valve boxes ) with risers to grade within 5' of each end of lateral ( Gravelless Chambers ) Install straight tees 10' from beginning and at end of each lateral ( Gravel Trenches ) If Gravelless Chambers used install Digger's 20 Gauge, Hot dipped galvanized wire mesh with 3/4" hexagonal openings over entire trench bottom under chambers. Trench depth 24" Water Lines Maintain a minimum of 10' separation from septic components. Inspections Designer needs to be contacted for a pre-construction meeting prior to construction to discuss details and to set up schedule for inspections. Designer is responsible for submitting "Record" drawing, and must be called prior to backfilling system. General Construction Notes 1 . The work described herein consists of , r„ � . . G » . + *1/4't,34 # \‘4J ,, , .' . � _% « '- , " . . . , �:\ \ % % )@ 14314012 3C;J p3\ %:' a r ..`35411(.1 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. "Approved" septic plans must be on site during construction. 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. 1. 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. 1 . 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. 2. 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. 3. 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-0270. 4. Any changes, substitutions, or deviation from these plans shall be approved by the designer and by the Jefferson County Environmental Health Department. 5. The installer shall grade to divert all surface water runoff away from tanks and drainfield/reserve areas. 6. The bottom of the trench or bed may be inspected by the designer prior to placing drain rock and shall not exceed +/- 1/2" from level. Place filter fabric over drain rock prior to backfilling. 7. 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. 8. Setback from the house foundation wall shall be 10' minimum to drainfield, 5' minimum to tanks and 2' minimum to non-perforated sewer pipes. Water saving appliances, fixtures, and practices are to be used. 9. The septic and pump tanks, drainfield and reserve areas are to be protected from vehicular traffic or mechanical disturbance. 10. The designer is to provide the as-built and letter of certification. 11 . This system has been designed in accordance with WAC 246-272-A- 0270 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. ONSITE SEWAGE DISPOSAL SYSTEM DESIGN 0 0 1 3.2 tO 38 Date 4- 2 - !4 Property Owner R.O'ERT 4 1) /AWE T Z O'R M E!R System Designer ER I CS E N D ES I C3 N Legal Description: Section 3.2 Township 36 k\ Range I Ull Subdivision Name Division Block Lot(s) I. CALCULATIONS If for residential use: Number of Bedrooms: 6 x 120 G.P.O. = L(90 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate ,63 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 9tt5 square feet (total G.P.D. G.P.D./ft. squared) Trench or bed width 3 feet Trench or bed length 315 lineal feet (sq. ft. _ trench or bed width) II. APPURTENANCES Septic Tank Size 1660 gallons Pump Requirements (If Necessary) Elevation difference in feet Friction loss Pump capacity should be -- G.P.M. at -- T.D.H. Number of doses per day ^ Dosing volume -' gallons +moi Pump chamber size gallons r✓.tn +�• jr` �w wf. . t) rim • x.40 v� �s. A : 5100259 Av 070..'° . :BERNT PAUL ERICSEN 1+ ,rr C N$ED DE f N H:'.home\pincntr\infohlth\sewdsn EX• 'ES t 11/ 4.1 Ill. DRAINFIELD CROSS SECTION DwLL/7// NATi/E SOIL A f i C 47-r_t<i` pa31y =,r•,rrr Ci_- SE SC AL A. Trench Depth �4 inches B. G inches of drainrock below pipe C. 7 3L inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. inches of fill (if needed) E. Trench width 34, inches NOTES: ATTACHD4AILED DESIGN OF SYSTEM JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 - .. _.�_ SOIL EVALUATION PROPERTY OWNER R O E'R T 4 D( R t3 E T. 7-0-R M E I R SYSTEM DESIGNER E R 1 c 5 E N D E S i N LEGAL DESCRIPTION: Section 32_ Township 30 IJ Range 1 Vj Parcel # O 0 13.. 10 38 Subdivision Name Division Block Lot(s) Date Logged: ii.-i!- l4 Logged By: B E R Ni I ETA (CSE N 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 #' I SOIL LOG # $ o to 102 in. bR d`.L T `F 0 to /a in. PR SL. 12 to 54 in. TAN F. SND T4 Iz to 41 in. TAN -- [I. SOD 1-3 g4 to 7q in. " 5 L7. MO TILED 48 to 73 in. TAN) F. 514D S(.T 11OTTLEb to in. -3 1 ((5/' to in. Anticipated water table>7q in. Anticipated water tablen3 in. Roots to 74 inches L `/� Roots to 54 inches eit y Health Dept. Comments �,siA V / Health Dept. Comments SOIL LOG # R c)--12- _j___ l SOIL LOG #, ID Q to $ in. 13R SL p to 1O in. `BR. SL $ to ,¢g in. MN F-t1 SIS`) T3 20°°' 10 to 60 in. 771-IJ F M. SN) T3 44 to 6,42 in. TA F. SNYD Tif foo to 77 in. MN F. SNt SLT, MDT7'(.t::D (2to_ijin. " 1' SLT. MOTTLED to in. Anticipated water table>21 in. Anticipated water table>77 in. Roots to 66 inches Roots to f>G inches Health Dept. Comments Health Dept. Comments SOIL LOG # II SOIL LOG # I2. o to (o in. TA? SL 0 to y. in. -ER SL (O to 30 in. TA lJ F-11. Silt T3 /f to .20 in. Tit) F, SIJ T t 30 to 7z in. TA-t1) F-CRS Sal) " o20 to 40 in. C-i.A Y POCKS I- to in. 40 to 'J.2_ in. ( /t(J F. SNS T Anticipated water table> 7,2 in. ,'/� I Anticipated water table>7,in. Roots to GO inches arks . .11 Roots to 49 inches Health Dept. Comments r, /fT: W t%% /. Health Dept. Comments Hi'ro� • �-.r. 'H' lapi!'�r).. i, 1 .,,0„?‘. 'BERNT 5100259 EICSEN..�+s . ' UC LASED DE I. NER 1 Amboinowwwwwirvelmegkismnitovo 3•'- + /11t ,: ' y? \ r \ % » m ez • /72(,)19,715'§T&P 48 R# # �� » v!m mega X11 i ' ix3r-sat gr sa {� 3 2 i � c /- , *//1C� � #x C it 4 I D ,<zirysAk ro q D " z 5 � f - f‘ ---7°'"•7° j' II SL-,t) 8( . _, C w'Y - 1, ._.,,,3 L. ,, / ,:__ sTc-.(c.. 'Idcryylo "11 h f d{ JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 - . _ _ SOIL EVALUATION PROPERTY OWNER -KOBE1 T * D I A N I; T. Z.OR 1'1 E I E SYSTEM DESIGNER E ( C s E 1\1 De S l evm LEGAL DESCRIPTION: Section 32 Township 3013 Range `W Parcel # 00 ( 3.2- 103 Subdivision Name Division Block Lot(s) Date Logged: .3-10 ((4 Logged By: 13E IR `[- E-RI G$E N Include son 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 D to Flo in.TA IJ F-M LS T14 0 to 16o in. TA-L1 F -M L.S. 14 1G to 75 in. 5t�fD T3 ,,, to GO in. !AN F �S� to in. / _ 1- ,"� 60 to g4 in. SLI C.PTb TAM 'E SNb to in. vl � to in. Anticipated water table*>75 in. , Anticipated water table>84 in. Roots to Gj 4 inches Roots to '0 inches Health Dept. Comments q154L\ Health Dept. Comments .1:10 q97 SOIL LOG #3 SOIL LOG #4 0 to Ire in.13R. F- (1 LS. TIP 0 to 17 in. "R. F- ft L.S. 7-4 1l0 to SG in. TAM F-M. SND T3 (7 to 74 in. TAN F-M. S"Jb T3 51O to 77 in. $LT. C.YT 'D F SND. T4 to in. 77 to g9 in. TA4N P. SMD ,. to in. _ Anticipated water table>ski in. Anticipated water table?7cf in. Roots to (,(, inches Roots to (,p inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 O to I& in.13R. F- M. LS. T' 0 to /I, in. 1:3-Ti'. F —It L.S. Ty- Up µ1(o to 40 in.T4(%J F. 5Mb " Ila to 50 in. T4N F-r1. spJ_D cf'Q to Co in. SL7. GPT t7 r. SkJ'b . 50 to 1.2 in. C:PT'b SIL. 60 to 90 in. T',}j3 F- N. S t\ t T3 to in. 401 Anticipated water table>$® in. f l �o �� Anticipated water table SQ in. Roots to GG inches ,doe .. . 1 Roots to inches Health Dept. Comments i' w .. . ." Health Dept. Comments N:Iiw t,04 I. I Ask. ; ,, r p�"BERNT PAUL ERICSEN':,ala EXPI. S ' 111.1 — ,di._i`f JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 - . .__. SOIL EVALUATION PROPERTY OWNER RaBeRT t 1)lA0E T, iiiMEIR, SYSTEM DESIGNER E"R(C,S En.) -D E S I C--1 IJ LEGAL DESCRIPTION: Section 3 2. Township 30/) Range [NI) Parcel # B 0 132 to 38 Subdivision Name Division Block Lot(s) Date Logged: 4, ((- l t4. Logged By: B ER N '1 E.-K 1 C SE 66 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 3 SOIL LOG #2 b to g in. ' RSL to in. g to 40 in. -nu) 'F - M. S ND T 3 to in. tOO to G3 in. SLT GPT b F. SND Ti} to in. to in. to in. Anticipated water table>43 in. Anticipated water table in. Roots to Gb inches Roots to inches Health Dept. Comments i'°.%,4� Health Dept. Comments SOIL LOG #31 0/T • SOIL LOG #4 014. P.to in. o c'� `'' "� 1 to in. 0. to in. $ _ • to in. to in. '• • .f• ,i 5100259 �' to in. gyp' LEANT PAUL ERICSEN'. 14 to in. i$miob �� 'site()DE NER��1'6 to in. Anticipated water table in. EXPI• S 0 11/j Anticipated water table in. Roots to inches t ~ 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:NNFOHLTHISOIL_FRM 1/00