Loading...
HomeMy WebLinkAboutSEP2013-00112 Jefferson County Department of Community Development lord • ,t 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 t,, SEPTIC PERMIT APPLICATION f,f r PROPERTY OWNER 1)440/E1. 41 i +''r 114• , MAILING ADDRESS 4/0 6 Z GCv4•i2 -T• �. _O/ SEP SEW. ft Pi q r: r 2 6 201 .' l p.. PHONE ( 9/6 a'Tt 1 f3.3�T1�1�3 > . ... 1 R-Z4-t3 SYSTEM DESIGNER ER1CSgII ')ES1 iJ Deii r'PhrstnesCv >jOI "O3of14 LEGAL DESCRIPTION: Section ' Township bleu Range L W PARCEL# 90/-037 —024 Subdivision Name _Division Block Lot(s) Site address/Directions to site erV S 0.4- %;i 3 811`i .Q- et4i-'aa _ nrt a.07. SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ` New 1l Tank/s only Private Residential ADU Modification Public 7& Commercial Expansion Community Upgrade Repair SITE SIZE 31 1rcre5 SYSTEM TYPE Partial Repair- (tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes# Alternative *IL Redesign No )(. SYSTEM DETAILS Number of Gallons/day 3(,O Soil type 4 (attach soil eval.) Application Rate , (o gal./sq.ft./day Drainfield Length (U ft. Trench Width /4- ft. Trench/Bed Depth in. Septic Tank size 1 OO D gal. Pump Chamber size 1 00(') gal. TYPE of system 6 It, kon i I+.61- Al 3) 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. t.S.6-C2-:-t"- 8-21 —I3 Property ner Signature Date FOR OFFICE USE ONLY 4A R �� PARTIAL ASBUILT 1 L ` FINA 9/ 14 INSP/PUMP TEST E511 1 PUD I I ALL HOLD REQ. MET Dat Tb - r3 Fee ®v Rec# /4 '3 Check#/400 Case#SEP tlf -l,( 2_ H:\WEB\PDFs\Septic\septic permitapp 2008.DOC 4* `�� JEFFERSON COUNTY PUBLIC HEALTH sg 615 Sheridan Street •Port Townsend•Washington •98368 Yrrrru,t. www.jeffersoncountypublichealth.o rg I'hone 36u-385-9444 Fax 3tiU-3 I3-4413/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP13-00112 Date Received: 09/27/13 SITE ADDRESS: Date Issued: 11/18/13 PORT TOWNSEND, WA 98368 Date Expires: 11/18/16 APPLICANT: JOHN D STALEY PHONE: 4062 CLEAR CT PLACERVILLE CA 956677019 LEGAL DESCRIPTION: S5 T29N R1W TAX 42&TL TAX E-2 PARCEL#: 901051026 Section: 5 Township: 29N Range: 01 W DESIGNER: BERNT ERICSEN PHONE: 360-301-0324 293 PINECREST DRIVE PORT TOWNSEND WA 98368 SYSTEM DESCRIPTION: GLENDON BIOFILTER-M31 No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench Septic Tank Length: 60 feet Width: 14 feet Depth: 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. 9/ Jefferson County Environ ental 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.: SEP13-00112 1.) Dry season installation required. 2.) Contact designer prior to installation for staking of drainfield area. 3.) 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. 4.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 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 - AS PER WAC 246-272AAND 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 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.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 11.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 12.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 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.) 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.) This system as designed and approved is sized for only one single family residence. It is not sized _ for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD. 17.) 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. SEP13-00112 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 11/18/2013 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer E1 ICSM3 -DES I C i) Permit# SEP I. — I I Q. Installer RICSt;IL EX LToW..`f KI L. iPd1) Parcel# owl 051 CUU(o Electrician CA Se.—AIDE EL. Design Flow 360 6 1) Property Owner Jo H N S TA C a Y Site Address 56 15 SR' 20 ?CAT TOW IsSt1b SEP 04 2014 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) Ski-O LI) I 0 0O 1-.25 -H- Pump chamber(manufacturer, size) 1 't • 11 Screen(s)and/or Pump Shroud (type, location) StiRO v) I N P U ("1P TA 10 K ii COT(_ET 18 AFrLE c i LTE1 IN SEPTIC TA-IL/K Were Tanks tested onsite for water tightness? /No 7-42c-14 Panel Model AQUA Werf .K sW i1'CSG-13 - igq© cl-3 -1L/ Pump 1 - Man./Model Z O E LLE'R Flow Rate N llq ppm i' Pump Location(i.e. garage, treatment unit, basement) P U.(1? TIC K) K Float/transducer settings Inches Timer from bottom of tank- On/off- a2.1 in. Functions: On (~�1e,Ad2on sec/min Veto- 42.I in. Off- it sec/min/hr Alarm - 42 I in. Veto On- `i sec/min Storage Above High Water Alarm 300 gal. Veto Off- `` sec/min/hr Dose Counter Reading © 1 VETO 48 _*gallons/dose 'I gal Elap. Time Meter Reading 10:% min/Secs Pump Throttled? -->/No. GA-"T'7 VA}LJE$ Dose Drawdown (in inches) iji 4 in. ©IJ 7O1)S Pump 2— Man./Model Flow Rate qpm Pump Location(i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off- in Functions: On sec/min Veto- in. Off- sec/minthr Alarm - in. Veto On- sec/min Storage Above High Water Alarm gat. Veto Off- sec/min/hr Dose Counter Reading #gallons/dose gal. Elap. Time Meter Reading min/firs Pump Throttled? Yes/No If additional pumps-complete the info In this table Dose Drawdown {in inches) in. for each and attach. Other Timer functions & settings (e.g. override on/off) S l/{R T . 9 1 AUTO CLEAR IS `IxSES Z- Oq 1 .SYSTEM SET T O bOSE AT 300 CP17, = S3 % OF mil{K H:IWEBIONSITEIAsbufit_Report Form.doc 04/28110page 1 of 2 Pre-Treatment Date ins') Sandfilter basin high water alarm shuts down pump to Sandfilter Yes l No • Sandfilter Basin size/location Sand Fill met design spec? No C- 3 3 ATU (manufacturer; model) Alarm tested Yes/No Disinfection Unit(manufacturer, type, model), Independent Alarm Yes/No Drainfield Transport Pipe size, schd, diameter I" Se-4 OFD Manifold size/schd i ,,15 'f0 7-.26-i4 Orifice size ( I E fO l� Lateral Size/schd N1/4 Barrier Material Cover Material/Depth Residual Head (lat.#&ft. Head) The laterals/pods were balanced IV / No ci- 3 I'1. — Source/Manufacturer of Drainrock/Gravelless chambers Sfi0t_Ces Drainrock Clean? / No If no, what action taken? Mound/Glendon Site Prep Drainfield Length 6.0 ft Width I11- ft Depth — inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary `iJ E k7 O 13 i T E. us ED To 5 A L AR 0 jt'i) S EP T I C. --Pt)KP TANK P<<Pe5, Health Department Inspection issues resolved fe /No/ NA If yes how? A-o TI 0(3/ .- cji&ck \i L\iE A—DFD TO MIT (GA TE TRIcii_t-LNe i,) CO WEST ?ob Users Manual Provided to Homeowner Jo+I r) STA LEY Date q-4-! Tank/component Decommissioning Report Attached Yes/ No/I Installer Certification attached/signed Yes/e ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY ME INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, TffE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by,JEFFERSON COUNTY (HIS- I3 (DATE) OR r CHANGES RAVE BEEN NOTED AND Tiff SYSTEM IS IN COMPLIANCE WIVE WAC 246-272- kAlAA Li q-3 1 6/00 a.5 9 Designer Signature Date License# H:1WEB%ONSITEEAsbuiit_Report Form.doc 04/28/10page 2 of 2 • ` . 241,9 g1..i R -'tee (' oi !'f4-+ i :�`,� -� —> -->--- EP 0 4• __.-� > 2014 :- IL s ...a• ' . \� m �} Y � l x C \OD -F eh, •: . F 3 m � w * N N •—,I v ci, 0 o. o a m I �� - c m z � o a mao r T C iw n a) < -I O •A > 77Q� od `< z J g Z m Z w = m / m 0ox / m � c w W ' ^' (�) (n co �o7 W " 2 m D N N A. O m K a 0 A. s -4 m z D b a ' m co 0..t\,... 0 = r sn m co 0 � E O1 o o - m o 0 ' co r. 0 N m � �� 9 o V V 5 \A7 � o 044 m o 0 � N CO DDDDD cn 0 0 0 0 0 0 0-0m00 a = c ri u II II u a co " w cow /r`. /r r 7 � � r r �• m N wo a , S%O r i o& - WWWWW Sam peso r a. o 00000 C/co � W w O71mvC) a) � < x ii u u u u r/ w 4 , ri . ' ,-� .0 , /r W r if / �i 5 � r = ° r. .. N r = Q- O O O 4tipr/1 7 C 11 ii 11 m CO ci cn .\. \\ _. D _ • Z i DO Z a V Z. O ty V o A U of 1_ l' _ i N15'034+£ f I .c 10300, iii Aro -8 i • \V p CM G, • Q�F l:' ❑' �r.Zis - 0 V m 0 � 0 0 °-o Z v a 0 CO cb w S :-•01,� - ��U • z `—=-� (A, i --,..,._ till; , c I i .�6 9 J y 0 0 J m 04 a f a 4w p r 4 a O s 4.a o $ 22x i, V U I. 20 o U ,; cot ' • o� rock-- n^' a CO U^n 2.. 2m 2 -Fi I. K) Or on O A co, ' to":"" rm' O U 0 of "C o A \y V` i Atr",N� < • o Q o !D ^ u c"' z z ha cn `� o S° w m o N,c n°�n°��'rnm to F. Pt Z o P to c ---•-• 0 a o o ' ZO o,00,,v- 0n, to it rp A Ni ` =�y�mnoor _roo.00" IN l(� "O N ` 1 JN02'2 r 26"E 210.01' 1 Q w P' Z i 1w o� . • . w v_ ro S N m-0 d Cs °C) : ° a n ccna0 ° -� 6= v No z,? o '- co,', �� --s. o �\ r0 OWC �OM \9T q -Z c"c m �010 �0�a ± L4 _ r�y 560 i3" Oy ��� d� ` D i Na227 26 E s ---.1Z 6'355 i-,"' 4)- liNt \moo ' u oc,ao _to 0313 , 74111111111111111k O �2• UA�M not ` ■ . rnn oO�� ?roTt �� ) 2 Go V r' G ea r cuts T o co 'Q A cn N mX 13 07 a) a3. d O O .s N�.'\ °` Z \\\V 0 o r 0 . 0 \\\\\"P. cn co r O cn CO (----*' O O 0 Q E,IG O �°, pISPOSA' ct�o S P"."--ed "C C°� Iv IV > / ��� .ate _ to ii > —> —cn cn —> 'C L. ? —>oO onp � x o a a mZm o-, W °- D co °� 3x' °y N gym pi F4 m a -< co.iM N > < o 0 m z D(7 o Co z X w 4:: . Cl Cn p i� *( m m N g m 3 • z ii n z o CO� O co �. / CO Co o V 0 co a`94).., I� o i�\ Si m i/ ,� \,,, o '0 -0 in- g. m 441,1 48' z,":4 4 ,,,-. _ , ...- ...el., . Q cn a e Z - :mow. r c s • -7/7 x0 .0 v m co aT O O z 0 A O O U 17 CD 1118 X 0 3' r m N O O CI) 9 ale CI 4/ „gyp ad S '0 p �3 n n°° yxm Up ' 9�° " D v U, = m--1 NJIS3a 1dS°C1 m N o m 4. a - r F , co0 � m' z� m v D <g. < cn m I O co N- O -` (O Z ,..(71 V W m x cn m r $' 5m3 W � S�Op M e Sa d m z 8 W m CO �f i W , 3 t ; � v o m x / N m 0 li 4 / -sc----°- / 4 / // w .,4,� — 8 III Y cn r., .., Ntt ,... .2 IP §,/��° ; \\ / \ y» 1, ' > -t- »2�� \ . Y> y2• § ~ L %2 / / , . z +df. 2 . \ ©\ »}: , . 2 . , , ...... r I. ;•s 1 - \ ri za 4... N 0 1` 0 _ o ,Stt *, 4 cl 9 34 p , .. —7 ,i w '9 v 15 o`s G- 6, 1% 1 o P4 pa +Q,t. .9, 1it- 0 `fit °— - in I c3. of .....xii s. d P ce ep vs .H c u. ....... ,9 -- - � .INI ~> ! . � « #a f » 1 . % .\ «© 2•. , g VIZ % t • \ \ }«» yz FINISH GRADE 24"0 RISERS WITH LIDS NATIVE FILL \/\ ��rrr/, y rr rr rr/614;r r rr rr rr rr r/r r /\\/�\\ IN FROM \-/\A ".::- . E i % . • TO UTLET 0 1 BUILDING MIN. �1 2X MIN. ' ,, / V E7•fLUENT LEVEL -�-.- SLOPE / / r STAINLESS EEL' T NEOPRENE RUBBER ;1"1 4'0 PVC OUTLET BOOT (DR) \ I \ f'VC N BAFFLE 5G tz�+n / 1 .•- ()Tenet, �I'tt7p4i6-�.... `\ / INLET BAFFLE j N COMPARTMENT CONCRETE SEPTIC / -.- TANK FR PENINSULA TANKS . // ` -.- % TFlI AROUND \% . - •:."- \ TANK PEA c ,� \\ SEPTIC TANK SECT dV r 1 ^^` �OJe. r� NOT Tfl SCALE N` / 7�, • SF 6 2013 7 •.,,,,to G,��r�.=�7r " � � s t 3t J ?elr?1 (+ t 1, t �i :116.-:":::::::::er sEN" ' • ELECT. CONDUIT FINISH PVC SPLICE BOX •/ � ► TO AQUAWORX GRADE WI 7H CORD GRIPS /-24"0 PVC RISER I LID "_'r:: 02111 t! CONTROL PANEL Sf ,r."--24"0 - (1-.24.-43 r r rr rr ri rrr`, r/////0,///f/////////rr rr r r r r r r \r� r r rr. ff .\A\ r .r, r, r, r. r, r ) , . , r .,%.i=I'. IN P /\ \‘', SEPTIC / � \ TANK 0 , RIO HIGH v, PVC UNION U 1X MIN. /`/ / T= _ �� - BALL VALVE §% SLOPE \ W t.-...- %•210 TRANSPORT STAINLESS STEEL W - \�LH Tt7 DRAINFlELD NEOPRENE RUBBER 0,0 w `•_-`BELL BOOT(TW.)> O ASSEMBLY //:‘ lit CHECK VALVE 410 PVC LINLET BAFFLE ���� REAUnSQ10 R 2" - . i r PUMP IN BACKFILL AROUND =� SEDIMENT TANK IS ltd EA OF PUMP TO : SHROUD NEW)000 GAL Rawl ( if;��i i _ TANK COMPARTMENT -SUBMERGED BL(X�C -" // CONCRETE PUMP" // CHAMBER FROM// ��/1 :-:• PENINSULA TANKS / \� /�\��\//�\/�\// PUMP CHAMBER SECTION //'/i, NOT TO SCALE c/61 c) Z I 602(.0 L v _ ;� s�� L1[p =' °oStrU 2o 2013 of sh1� isi Date a . • 901051026 ,th BERNTPAULERICSEN✓ ±,+1 C NSED DE-1 NER d/ .rS 1/ Project Description: Install new three bedroom Glendon Bio — Filter M 31 septic system for proposed residence. Septic Tank: Install two compartment mono-pour concrete equipped with water and airtight un vented risers to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. All openings to be sealed with Bentonite. Septic tank is to be 1000 gallons. Tank to be set on 6" of pea gravel. An outlet baffle filter is required in the septic tank. Screen size to be 1/16".Use Orenco FTiP 0418 - W. Pump Tank: Pump tank shall be mono-pour concrete equipped with water and airtight un vented riser to grade. Tank shall be water tight. Fill tank with water after placement, to be observed by Designer. All openings to be sealed with Bentonite. Tank to be 1000 gallons. Tank to be set on 6" of pea gravel. Control Panel The Aquaworx Glendon control panel is to be mounted outside, within site of the pump chamber on a post or on a wall of the residence. A transducer is required with this panel. Pump Need pump capable of 10 GPM @ 34.3 TDH. Orenco PFEF 40 or equivalent. The pump shall be installed inside a shroud. Verify pump at time of installation as tank location and elevations may be different. Glendon Basins The Glendon approved basins to be set on 6" of pea gravel. C — 33 sand to be used where sand is specified and installed at a depth of 1' over entire plowed absorption area. " Bank Run " or " reject " may be used where "cover sand " is specified. Ai '5„6.,p 62013 Transport Line :� Approximately 200' of 1" SCH 40 ending with long sweep 90 at Splitter located next to Glendon Basins as shown on plans. Install check valves on lines to highest basins. Enclose splitter and check valves in riser to grade. Gravity Pipe Gravity pipe to be 4" ASTM 3034 @ 2%. Inspections Contractor to contact designer prior to construction to set up pre-construction meeting, and inspection schedule. Contractor to flush transport line prior to contacting designer for pressure test. Water Line Maintain 10' separation from water line to all septic components / sewer lines. General Construction Notes 1. The work described herein consists of construction of Glendon BioFilter wastewater system. 2. The contractor shall be knowledgeable and experienced in the construction of this type of wastewater system and shall be a licensed Glendon Installer in Jefferson County. 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 2 ZQ13 shall be pitrun gravel and compacted. All gravity pipe shall confornYtalh ASTM D 3034. All gravity and transport pipe shall be bedded, using native or imported material free of rocks, debris and sharp objects. Double case in traffic areas with 6" ASTM D 3034. 5. All exposed soil shall be seeded and mulched prior to the final inspection. Seed shall be spread at an approximate rate of 10 lbs. per 5,000 sq. ft. 6. The installer shall be responsible for constructing the system according to plans and conditions of permit and shall be responsible for its proper operation and function for one year. The owner shall be responsible for operating and maintaining the wastewater system in accordance with WAC 246-272A-15501. 7. Any changes, substitutions, or deviation from these plans shall be approved by the designer and by the Jefferson County Environmental Health Department. 8. The installer shall grade to divert all surface water runoff away from tanks and drainfield/reserve areas. 9. The bottom of the trench or bed may be inspected by the designer prior to placing sand fill or drain rock and shall not exceed +/- '/2" 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 3 A protected from vehicular traffic or mechanical disturbance. 16. The installer is to verify pump requirements at the time of installation. 17. The designer is to provide the as-built and letter of certification. 18. This system has been designed in accordance with WAC 246-272 A and the most current Department of Health "Recommended Standards and Guidelines for Pressure Distribution Systems," and has been approved by the Jefferson County Health Department. Nevertheless, negligence or improper action on the part of the users could result in the premature failure or malfunction of the system or its components. 4 • ONSITE SEWAGE DISPOSAL SYSTEM DESIGN CZ p10 S ) ©aL Date 3 — I 3 Property Owner John 6-4"4:1 P.,k . .. 201 System Designer E (I 19 vt 1)egL��1 Legal Description: Section 5 Township 029 t J Range t 1(\1 Subdivision Name Division Block Lot(s) i. CALCULATIONS If for residential use: Number of Bedrooms: x 120 G.P.D. = 360 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate . 6 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 7fi24,50 square feet (total G.P.D. +G.P.D./ft. squared) Trench or bed width I4 feet /4 X46 = ?AFC — 117, S 6-1345 ns) = 7'14'6° Trench or bed length GD lineal feet (sq. ft. .trench or bed width) II. APPURTENANCES Septic Tank Size 1 000 gallons Pump Requirements (If Necessary) Elevation difference in feet 0 Friction loss 14. 3 Pump capacity should be 10 G.P.M. at 311-. 3 T.D.H. Number of doses per day 6/t n1jin Dosing volume ,tritipn gallons ,. x,111 Pump chamber size 000 gallons ��% ,;_`fit i .01-`0 • , : 4 t0 BERNT UL ERiCSEN•. • •t d.s NEW' ow�, c'1•f .,e� :1 q-024•-13 Ill. DRAINFIELD CROSS SECTION L/7// $" Drt.► Rock NATIVE SOIL A f E 1 C INTEREABLE MA?ERI - ; SEAS CNAL SAS'RATICN A. Trench Depth inches B. inches of drainrock below pipe C. inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. inches of fill (if needed) E. Trench width inches NOTES: • f:. ATTA, 1 ETA D DESIGN OF SYSTEM w , e ' 2.3P4 .K.Y i Pum p Selection for a Non-Pressurized System -Single Family Residence Project John Staley Parameters 90 Discharge Assembly Size 1.00 inches Transport Length 200 feet Transport Pipe Class 40 -I PFEF100 I • Transport Line Size 1.00 inches • Distributing Valle Model None 80 ' Max Elevation Lift 20 feet Design Flow Rate 10 gpm Flow Meter None inches 'Add-on'Friction Losses 0 feet 70 — 1 Calculations Transport Velocity 3.7 fps ' 60:+ Frictional Head Losses Loss through Discharge 3.3 feet G 1F5O I j Loss in Transport 110 feet F 50 Loss through Valve 0.0 feet 3 co Loss through Flowmeter 0.0 feet o S Add-on'Friction Losses 0.0 feet Cl Pipe Volumes c 40 `- Vol of Transport Line 8.9 gals rr- nl et / o W1 1 Minimum Pump Requirements ~ 30 pr . Design Flow Rate 10.0 gpm Total Dynamic Head 34.3 feet 20 /144 H e •. i� .10 ■ • or for �r@V ,4f --,0 I� _..� '� y �,��1 0 0 10 20 30 40 50 60 70 80 90 irate �� Net Discharge(gpm) a4 V BERNT PAULERICSEN•.. 4. ru:ojO....•E..40.�....Big....®,, EXP`T-S.°' 1/ PumpData Legend 9-.21.-/3 PKP350 Effluent Pump System Curve:- 1/2HP,115V 10 Pump Curve:..a.. PFEF40 Effluent Pump 4/10HP,115/230V 10 Pump Optimal Range■ PFEF50 Effluent Pump x. „ E Operating PointO 1/2HP,115/230V 10 ?; �p " Design PointO 2013 ill& a Oreneo Systems' Incorporated Clanging the Way the World Does Wartrwate" . , A.. JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT '' µ ?g �, 621 SHERIDAN ST.,PORT TOWNSEND ,WA 98368. (360) 379-4450 S �_ SOIL EVALUATION 2 S 2013 PROPERTY OWNER ' '_i,. SYSTEM DESIGNER Eric St.n ' ) L 1 1 LEGAL DESCRIPTION: Section 5 Township 6291J Range I U4) Parcel # 9O 1 051 0.2_4, Subdivision Name Division Block Lot(s) Date Logged: 3- °t®- /3 Logged By: --b2.r n+ E Y1 CSe.1 Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or Impermeable layers occx . . SOIL LOG #1 SOIL LOG #2 0 to l0 in. t,$, • , T� © to (, in. 1..5 T4 (, to l0 in.SL.T-= M©7j CPT`b L.S. 1, to lg in. SLT-Mob -PT) L,S. " IS to .3/ in. Cr-T' 1) (.€.5. Lbl$r Mo'r) to o2t1- in. " (1);5t M'i.pt ) _i to in. \ki ,2.q' to 414. in. C>7 S (,.S . Anticipated water table if in. i e ticipated water table is in. Roots to .2A inches' Roots to ,24 inches Health Dept. Comore t M Health Dept. Comment �) , SOIL LOGp �a��' w' SOIL LOG #4 o to 4 in L,S. T4 D to (, in. C.. . 7iµ 6 to / in. 13LT. �PT 1 L,.S. G to /9 in. SLT;-r16n CPT b G.5, _� i If : _::I& G'P 1 D, F;Sit5 �_i st 'for) 12 to ihLf in. 5LT T lj F_S/L.S, st k1 to in. - Anticipated water table/94.4 in. Anticipated water table ig-Ztf in. Roots to o inches Roots to 624 inches He Ith Dept. Commen Health Dept. C mments 1 oi,110 0),:‘+. D.444 SOIL LOG #5 "' SOIL LOG #6 to il.. in. L.$- Tµ Q to .24, in. B L S. - Tit l; to /7 _in.TA,/Jio faUFjE SLT. Q'T7) FS, " to to 44 in. $1-T--1,16,2) crrb C..S.tDtstin t) 17 to ail, in. L.5, (7b147- Mar) - r: to in. .2M- to 3tI- in. eR&le Tb. L.S. to in. Anticipated water table ig in. o't, Anticipated water table in. Roots to I g inches j �1, Roots to a 7 inches Health Dept. Comments ' .�1 f Health Dept. Comments -43 nts , + "I-20 , HAIN fit,:::::.; AliZyl.',,•\',...i. i jt D....:0)*A.IAA itt,PI „tc.d. cy,..../ .9,,,j, .s• i �i "3 7 U z0 , .,illy � csEN... t ,.. ..`� 9-.2G �3 Er Fri ck,'?vim JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST.,PORT TOWNSEND,WA 98368, (360)379-4450 - -. _ r �'. ,"�I 4 SOIL EVALUATION sFP 2 s 2013 PROPERTY OWNER J OL1 n $-hvi-c m SYSTEM DESIGNER ErLe..s6n Th e S iliii `,E,, , LEGAL DESCRIPTION: Section 5 Township 0i'k) Range 110 Parcel # qd i 661 ®�(o Subdivision Name Division Block Lot(s) Date Logged: '2?-20— 13 Logged By: 75 ex-rl+ 6 r l C.5 ell Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling orermeable layers occur. SOIL LOG #' 7 SOIL LOG # Q 0 to }(o in. to T4 p to Uo in. i'.S. T�(- Ho to ,20 in. L.S r F#i7 1'jor�) f(o to ,2�[- in. SCr CPT1) L.S. '' 1p to in. S(TT M 0th Cyr(� LS.CDisr MOT ‘,2µ to in. cpriD L,S 1ST MOT) to in. to to 402 in. GREG' CPTb LS, Anticipated water table a in. Anticipated water table zip in. Roots to 0/$ inches Roots to 42 y' inches Health Dept. Comments1045.14 Health Dept. Comments 7501 SOIL LOG # q Z SOIL LOG #4 1'�L� 0 a to U in. L_ . T4 to in. l L to 912. in. Ls. (for MOT) to in. .1Z to 1.4`b in. C71 Y CP ji) L..S. to in. to in. o ,�' to in. _ Anticipated water table 1 g in. • 1 , 1 Anticipated water table in. Roots to a2-2., inches , s Q.• ...11� Roots to inches Health Dept. Comments y ` , i ov. ^•`/,�`?,1, Health Dept. Comments 4.I b-k Dijy,- SOIL LOG #5 � 05q.: 5100259 X11 SOIL LOG #6 to in. a,�e BERNT PAUL ERICSEN'• 11 r D ..SEb DE .I NER i to in. to in. i■t •1 t 1/ to in. _ to in. - q-.2L-(3 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_1iNFOHLTHlSOIL.FRM 1100