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HomeMy WebLinkAboutSEP2007-00347 ,' #. ,. ., Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 . SEPTIC PERMIT APPLICATION PROPERTY OWNER TO E, j�,L �-----_--/�LY�7�, �.�.mod''A� s L. ,�`i' MAILING ADDRESS 0 44 ft.c.it,TN/z. V14 7E376 ..r-cl-:g--; PHONE (.3c;(:; ) / Sy S'6:3,_3 SYSTEM DESIGNER Pi/L t/, ,ct 4,"—ez4-3 �� Designer Phone# =.Y66 - T K--, 17 3 LEGAL DESCRIPTION: Section j Township'7.q ,li Range,,, iAJ PARCEL# 7 %!--(3 1 )1 3 Subdivision Name �J/0CS 11 <4.,v7 //4-A(0 Division Block Lot(s) Site address/Directions to site 2 c-2.-1._ /-.i-/t/icf 17 ss_6,(`. r% ,k-,..1,114.4,--,— SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE C''i= 'r"6E-1-∎ ii,e, Residential x New ,.)( Private X l C-(/c,v /1- = Residential ADU Modification Public Commercial Expansion Community Upgrade SYSTEM TYPE Repair SITE SIZE :1,3 /4<,f, -17 Conventional Partial Repair- (tank) Previous Evaluation Alternative (drainfield) Yes# Designate Reserve Area X Dr??(p 4/At is Q/1/4-/'V/=// 4.0 Redesign No SYSTEM DETAILS Number of Gallons/day 360 Soil type ) (attach soil eval.) Application Rate gal./sq.ft./day Drainfield Length /00 ft. Trench Width /2. ft. Trench/Bed Depth P. 1/- Septic Tank size / 2 clo gal. Pump Chamber size 12.00 gal. TYPE OF SYSTEM,Pi ) G 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 appli l;do „o ill be separately judged by the rules and laws in effect at that time. '. /.Jiro /0/2 z/Q Property Owner Signature t Date FOR OFFICE USE ONLY !^� A/544 Y/f PARTIAL ASBUILT IcI1�10 ETNA r, k: APPROVED �t IoZ _[ .... INSP/PUMP TEST l� (O . Vd , [l� I 11 ALL HOLD REQ. MET q Ge /—�� Datelgc fC)? Fee 6 �(..Q� Rec# 9.'33 /‘ i'l Check# t l Case#SEP SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP07-00347 Date Received: 10/23/07 SITE ADDRESS: 202 ELKHOUND PASS RD Date Issued: 11/15/07 QUILCENE, WA 98376 Date Expires: 11/15/10 APPLICANT: G JOHN BRUSH III PHONE: 360-981-8033 DELORES D STRAIN PO BOX 688 QUILCENE WA 98376-0688 SUBDIVISION: BLOCK: LOT: T161+ PARCEL#: 702131013 Section: 13 Township: 27N Range: 02 W DESIGNER: WILLIAM RUSSELL PHONE: 200 E ARELLEM RD UNION WA 98592 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. Permit issued to CONSTRUCT,ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY,WASHINGTON Thls permit is issued for a period of three years (unl-ss •therwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage J: ems, codified 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. / ter,.E , Jeffe son County Environmental Health Specialist 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. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL INSPECTION. SYSTEM DESCRIPTION: 175-DRIP IRRIGATION No. of Gallons per Day: 360 Type of work: NEW Drainfield Trench • /A Septic Tank Length: 100 feet Width: 12 feet Depth: inches Size: 1,200 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL- PERMIT NO.: SEP07-00347 1.) It is strongly recommended that the normal operational capacity of this system is adjusted to 75% of maximum system capacity(270 gallons per day). 2.) 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. 3.) H - In accordance with RS&G2.6.1: Installers approved by Local Health Jurisdiction may install a subsurface drip system. Installers are responsible for obtaining propert training before attempting to install a subsurface drip system. 4.) The above-ground components of this system shall be insulated for the prevention of freezing. 5.) 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. 6.) H - AS PER WAC 246-272 AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 7.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 8.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 9.) 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. 10.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 11.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 12.) 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. 13.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 14.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 15.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 16.) MAXIMUM TRENCH DEPTH 6 INCHES 2 of 3 11/22/19 I:\F_SEP_Permit.rpt 17.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 18.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 19.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 20.) Drainlines are to be installed along the natural contours. 21.) Contact designer prior to installation for staking of drainfield area. 22.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 23.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 24.) 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. 25.) Pump chamber shall be water tight and a minimum capacity of 1,200 gallons. It shall be equipped with a control panel outside within line of sight of the pump chamber. The panel shall have an audio and visual alarm, a cycle counter and a riser to grade. It shall be UL listed and meet L&I requirements. 26.) A 1/16"screen shall be provided at the outlet of the septic tank and around the pump. 27.) Dose counter and elapsed time meter are required in the control panel for all system components. 28.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser over inlet. 29.) 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. 30.) This onsite sewage system is designed for domestic strength wastewater only. Disposal of any other waste strength is considered a violation of this permit. 31.) 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. 32.) 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. 3 of 3 11/22/19 I:\F_SEP_Permit.rpt ikAin , JEFFERSON COUNTY PUBLIC HEALTH. 615 SHERIDAN, PORT TOWNSEND WA 98368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer LI i W.,i/a ti 4-t 5 t .Lt-- Permit# SEP U 7" :3"1 7 Installer Tai—al ?tU5 t-i Parcel # 70 :Lt 3 "6 I Electrician Design Flow 36 Property Owner TORN 13Rt( t Zr—.. Site Address 2-C>), i=LKidou/ D -Rd . Gtu (Lc4/wz. wit Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) RCN t/V'5 1,4444 jt P i tc. 7;11*Si /),. -4> giti° " Pump chamber (manufacturer, size) ye--$ Screen(s)and/or Pump Shroud (t pe, location) ?RentaP. tg.N liji;Ar7K /7e-i t2- c>/r v L'=7 c>i= As PT i s 1 AN K -- ,5,,'.i 7- 6-44 E 7'1E6 5 &L ac_ f T tti Ai l Ac tie-0 "i(2) ca u -'-Z c f-- f UM P Were Tanks tested onsite for water tightness? Yes / No MA ~L. I ° I60 Panel Model ZrtoM us IF5 0 RI1? Timer Model IFS Oi'i►' Pump 1 — Man./Model /i=S 0 r t i' Flow Rate 1 ur PF1./W /() qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer r u from bottom of tank- On/off - U in. Functions: On / "30 sec/min r> .c,Lcvl=i. Veto - /6 in. Off -Z: ' sec/min/hr Alarm - 3 in. Veto On - 3C) (se {min Storage Above High Water Alarm , Cr 47- gal. Veto Off - / sec/mir(!1r Dose Counter Reading 7A6-c S # gallons/dose ,z7,„,S gal. • Elap. Time Meter Reading 7 min/hrs Pump Throttled? Yes/CIO Dose Drawdown (in inches) /,,z, t- in. Pump 2 — Man./Model N/A Flow Rate apm 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 Above High Water Alarm gal. Veto Off - sec/min/hr Dose Counter Reading # gallons/dose gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes / No Dose Drawdown (in inches) in. If additional pumps-complete th i n this table for each and attach. Other Timer functions & settings (e.g. override on/off) t' JC7 22 2W0 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Jefferson Countk, nviranmeftai Heat Pre-Treatment noNE Date limp 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 --,� D SZI 'FACE U t I P Transport Pipe size, schd, diameter / ..SC-'//1 C) Manifold size/schd / SG n 4 C, Orifice size %)._ Lateral Size/schd J � Is-L�W j Cr 116117L_"41- Barrier Material Cover Material/Depth Z Residual Head (lat.# & ft. Head) Pc( 201- The laterals/pods were balanced Yes / No Source/Manufacturer of Drainrock/Gravelless chambers Drainrock Clean? Yes / No If no, what action taken? Mound/Glendon Site Prep Drainfield Length // 3 ft Width `2- ft Depth inches Caps for measuring residual head stored (location) 1M. COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Health Department Inspection issues resolved Yes / No/ NA If yes how? Users Manual Provided to Homeowner Date Tank/component Decommissioning Report Attached Yes / No / NA RFC VED Installer Certification attached/signed Yes / No 0 co-Al tai- i,s1 5-I-74"- ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer 2 p r I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTIOWMI County SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY rlviranrrtentaieaitr /0%d1 (DATE) OR THAT CHANGES HAVE BEEN NOTED AND e ;.4%. ,p ThE SYSTEM IS N COMPLIANCE WITH WAC 246-272. f 4:41. /Z)/?/04)(l� 3- Not 84-/ o•. 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Soil texture waste water application rate 0.4' G ./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area ii,C0square feet (total G.F.D. +G.P.D./ft. squared) Trench or bed width /2-,. feet Trench or bed length //3 lineal feet (sq. ft +trench or bed width) 11. APPURTENANCE Septic Tank Size /2.,c3‹.> gallons Pu—• Requirements (If Necessary) Elevation difference in feet Friction loss 61., Pump capacity should be )5' G.P.M. at / , 68-T.D.H. ittackvf IE..- rt> "Act< r-zr5t4 Number of doses per day 1 ;- Dosing volume JP' gallons Pump chamber size /060 gallons R. L Ag6 ( 41 ',Kot, w„ .1c•■■• SEWAGE DISPOSAL DESIGN J ° ••, Appr• -d for Construction ,A glk 5100184 .<`• ijj • WILLIAM LESLIE RUSSELL -4. Al" LICENSED DESIGNER NI. 411111M11111111r4aMr.." drois Aorir 0%0 001~ ArtorO. H:khomelpincntrlinfohftfAsewdsn Date EXPIRES 12/17/6/ Cl) „ : a) • . ..-. ,k - la „ x AN E 4.- o = -6 0 N 0 '-C' S 0 -° ° C4 N 0 kt, \-.1 0 01 1 c.,-C .-. 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E u) co .c }- 8 a) f _ I ••••• •••• ..... IN 0 .5 ai 492 0 - 0 E -g to _a o in 8 I 0 c 2 -5 E o c .- E -0 cu - a) cu 13 3 41), 0 o _ (7-;-c) =I 4•- 1.0 0 II) ° •-• c 1 ;; r 4 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 4 621 SHERIDAN ST., PORT TOWNSEND,WA 98368, (360) 379-4450 ` SOIL EVALUATION 0 d PROPERTY OWNER To it At "J5ti yi SYSTEM DESIGNER W!L.L/Af L k it S' 'L t_ LEGAL DESCRIPTION: Section / 3 Township 1`7 Range 3... Parcel # 70 2.13/ U I 3 Subdivision Name '1c0_ VJ}CAA,L4A1L Division Block Lot(s) Date Logged: Oc Z_ / l 7 Logged By: )/J/L, ,..1 AA,I L l 4 Zc 5 5 r-LL /k N D Az44 /7 2 v 7 Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impe layers occur. SOIL LOG #1 SOIL LOG #2 d D to 30 in. L to ALI in rf... . S` 3 0 to li g in 5.J-, PI/t7/1 I'OA/ 5%4 t tV S 27 to 3 6 in r' L S*i fe, A 5 1 r ./C) t.„ vk. \f,-..Ay <,L P 7 I d to t-- in. /12_0 — ---- --- -- , �b to t in. H -2 to in. to in. Anticipated water table'- in Anticipated water table.J& i .P I C Le feg t'A( _ Roots to / Z. inches FI 6t Roots to.504 inc es /. ,t)-`�--/.}r-� ft Health Dept. Comments ����ca t Z Health Dept. Comments OW/ SOIL LOG #3 _ .. SOIL LOG #4 411120 U to_2,6- in. 57 1- .2 to .1-1 in. 5/ /- b to 'I in. 5/1116.--. 4. I „V•f to ill S' in. .�.4lt t,` "kg I /2 to D in. 1 „ /Y to z1 ell:— 4.0-/f2,6.) 2,U i to in. to in. Anticipated ater table in. Anticipated water table in ECEIVE4 D Roots to 5A44,E. inches Roots to inche Health Dept. Comments Health Dept. Comments OCT 2 3 20? SOIL LOG #5 . * SOIL LOG #6 JEFFERSON COUNTY DCO 6 t �w in. 5;1, to in. L c( to 3 6, in. 5/t. .5,•- 117...®, s / to in. to in. 7-,,,,40E_ c> ( N to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inch- ?`% /;;.,: A Health Dept. Comments Health Dept. Comments , ,' <Wgsti?�:. H:\INFOHLTH\SOIL.FRM1/00 vlv. • sue:. th l/r!5;)', 510 184 '� Q•0 WILLIAM 454! R.45gF4L S • LICENSED DESIGNER rir ..r iii awe,,#$$ rr`1, E'«'IRES 12/ 17/ (-�” 'D (Ni Nl 0 � � c� I.. 1o,1l. Na) > o 7 13 fx 00 N.,,, ff��5'' i 0 a) 03 E i J. ._,cti N N C� Cr) O ./l. E•. gl. .. O I--- t� N �: I3.! C3 1 CV 1 E� .. m w% w. 2 el;N (oQ �j O• 1. x`1';A • s a,),w �' L:it U E O < O .-- M Z -0 a)--- , ''t: LSO �C °' °'� � e- �..tli>+N = E 'ik►.' oN C oo � °' ■ m cu :0 � L o ° � a -0 14, UC V as ' a) . o 111 `, O : > > ° 0 \, a E oO' Q CD > c > aal - L1�1' CL. co N z ° E _ (!.I L 6 U) -- o I— N co NNp 0 0 ) z S � N _ - ~ LL , o P co x _ , O / \ ° . , II II 11 > ; : .l ca ' -0 C13 CO CL CL VII t .LEI z/t: I I 4 03 8 ., : ♦. 'co ,u, -C C C J COO 0 — 4* .� 1 = =co `°, N U (J 111111 r Oi +.- ' ' a5 f■� , L. O. >, _ ...1z. a 0 0 MI ■■ICI it ca c.) -a O as 11111 , ,c .c U _ 76 .0..'a 7 cs � .a g 4- , . a .O c 4- LL. L- CO CD C W 4= L N ca [ CO 45 / - Q CO o m ca y 1 mac _ O O E N 2 cn a 0 '4m.1 f Q} a CL > o o ° E - L — .�, 0 CQ < mYUO a O �ca N O �CI- ,cp., 0 co ,,,,,c.z 0 O Z W Q 0 0 O c\I Q F-- d? o Q. Q, al n3 CD W E O r ccwceIa .,_. o U L co OCl)OWa o ,9) N Cl) 'V t13 co Z L Q D Q O O C c N = aceOU � rW as o Geoflow Subsurface Dripline Dispersal: Field Calculation Job Description: John Brush 360-981-8033 Contact: Prepared by: William L Russell 960-898-3773 Date: Nov.9,2007 'Please fill in the shaded areas and drop down menus below: This program makes the assumption that all zones are equal in size. If not, run the program zon■ Total Quantity of effluent to be disposed per day 360 gallons/day Hydraulic loading rate 0.4 gallons/sq.ft./day Total Dispersal Field Area 1.350 square ft. Flow per zone Number of Zones 1 zone(s) ✓ / Dispersal area per zone 1,350 square ft. V1 / Choose spacing between WASTEFLOW lines 2 ft. �/ QV 1i11" Choose spacing between WASTEFLOW emitters 1 ft. ft. b• ---- � Total linear ft.per zone(minimum required) 675 each �� 0 Total number of emitters per zone 675 each `, lJr �f�/�, — Select Wasteflow dripline Wasteflow PC-1/2gph V dripline T 'h ,J Pressure at the beginning of the dripfield 120 psi • psi ✓ Feet of Head at the beginning of the dripfield 46.2 ft. -A, ,� G/�� What is the flow rate per emitter in gph? 0.53 gallons per hour �/�/ �/�/ l Total flow per zone-dosing 5.96 • p g gallons per minute /1 Note: A few States or Counties require additional floss for Bust �/ Flush velocity in this spreadsheet below is for PC dripline only .k requir If required,choose flush velocity 0.5,ft/sec How many lines of WASTEFLOW? 6 lines NOV 14 2007 Flush flow required at the end of each dripline 0.37 gpm Total Flow required to achieve flushing velocity 2.22 gpm Jefferson County Total System Flow-worst case scenario 8.18 gpm Environmental Health Select pipe diameters for manifolds and submains 1 inch Select Vortex Filter(item no.) AP4E-1F/5(lin.) Select Zone Valve(item no.) not applicable Maximum length of each WASTEFLOW line. 229 ft. For additional technical flow,pressure and flushing data please refer to Geoflow's Design Manual i. ;`1.r1"'it/ and WASTEFLOW hydraulics worksheet. 4..,/, . •?:. Check below to choose quantity and length of daily doses a.ii, `f/4gti G�2�ik y.... s� 510 184 `.�� Q WILLIAM4fSLIi,RUSSELL' i' LICENSED DESIGNER Number of doses per day/zone: 12 doses ..� �i ii Ave ��� .00 ���� EXPIRES 12/17/ 177 Pump run time per dose/zone(minutes): 5.03 minutes Pump run time per day/zone(hours): 1.01 hours/day Number of doses per day/all zones 12 Pump run time per day/all zones(hours): 1.01 hours Geoflow,Inc. Wasteflow Design Spreadsheet V.2003H 11/9/2007 Geoflow Subsurface Dispersal: Pump Size Calculation Job Description: John Brush 360-981-8033 Contact: 0 Prepared by: William L Russell 0-898-3773 Date: Nov. 9, 2007 Please fill in the shaded areas below: Information automatically inserted is from the multiple zone column in 'Worksheet 1-Field De Note. This worksheet can be found in Geoflow's Design and Installation Manual Minimum pump capacity to dose field 8.18 gpm Header pipe size 1 inch Pressure loss in 100 ft. of pipe 1.58 psi Add 3.65 ft. X 1.65 to back Friction head in 100 ft. of pipe 3.65 ft. fluth to septic tank. =6 02 + elv. Difference Static head 6.02 + 30' +/- i) Height from pump to tank outlet 5 ft. =36.02 +'64.16 ii) Elevation increase or decrease 3 ft. = 100.18 tota dynamic head Total static head 8 ft to back flush to septic tank. Add 0.5 head loss from inline Friction head filter at pump i) Equivalent length of fittings 1 ft. 100.18 ii) Distance from pump to field 25 ft. + 0.5 iii) Total equivalent length of pipe 26 ft. 100.68 ft. Total head loss plus or minus. iv) Total effective feet 0.948948 ft. v) Head required at dripfield 46.2 ft. RECEIVED vi) Headloss through filter or Headwork 5.08 ft. 2.2 psi vii)Head loss through zone valves 3.93 ft. 1.7 psi NOV 1 4 2007 Total friction Head 56.16 ft. Jefferson County Total dynamic head (64.16 ft.2 Environmental Health Pump capacity 8.18 gpm ) am` Note: Pump capacity flow assumes flow in dripline does not change during a dose cycle. de+; �+ For more accurate flows please see Geoflow's Flushing worksheet. ti• If you need assistance designing for this additional flow, please a. See Geoflow flushing worksheet or a`'� N� 5100184 J WILPAM RUSSc,LL •� b. Contact Geoflow at 800-828-3388. .0' �� LICENSED DESIGNER EXPIRES 12/17/01 Geoflow,Inc. Pump Selection Worksheet,V.2003H 11/10/2007 , ■ ■ , TIMM I.17 M. a , 7----',i ._. J , .- tvgar4317-i@Zi a.0 , Z (1=5; –6 co ,„,: cki cl a RI gi R 63 4i. " rs'i r-F-. . jj,_ ,..:•,,,.. ,,,_0 --, 0 ii 110001' ' '•-1 °5 2 • .7c ..,..„,, __ --- III _...1_ 6.. ■ I- -, ' 3 :- - e: 0,,Q ''' %.1- CC! tri u., ; i 1 i ii L . ,... ..., , _ 0 1 .„,._ 4 LLI m I .,... --,----1----------1=-- a. It st...: 40. i i .3- tea g tl-- EL 0 N. e...,In . , 't CR Cr') v- CI "'. ■ allIMISIMIN ''''l Z 't-• X * * C° P. '' CO ILI `4.' -,v4 .,... tu 0 IS I'JiP a •A .'1 _8±71.!_ gqe sbiaLayg —1 1 I-1--r 1 —1-1-1.---r—i 'zi E. to 2 18 l?' q M A' ke c° '=■ OVA-1 OW1VNAQ 1V10.1 - fr. -----\--------- . .. , '. 1....,_ . 1 „ . , E :•,' = -,.: ORINEUM11■16LN .. 1 ii.HAP ; RV2—'5 ,14 • _ii IQ e ) ..,,..___.,._ I . _ (....) 4; Et* ..,.. 1,-,- kuzigWilf ERR " 2 6 :ii • will 14 lir!rd/ III i : , -- _. 1,? 5111 :t 0 'WI ' fi ,,,,,i - Antranni_ - A 11 A lighl 4 0 1,'''i i,/ . AI m . ., , , --,,1 .., w -- 1 it"I i R! "P' Z,93: 1-: il, 0 41' Alir.40.;11411 11, ' fr.' - .- i :..,„, , ,.. „, 1, , I,-KL. re5:. ,,,r4 , 1114: a w -t 1" ...40 Iii ... 1 n a. ttY A mil ...._ ___,.... '.: t t II ; ._.. / ,. ., 58 fg P. XRNR :1 i „. . . . --- - UR , I& F„ Ki .§ 14' 2 4 . 1. laiM, " (rem,'orvivron lam :i 11,01.1.041ANIMIMINIIII nupwwwwilkill.....EN.11=1.11•••••=....IIIMI•pinftalft01111■Mall. 0 Copyright 2004 Zoeller Co.All rigmsr= ;ts r .. ... Waste Water Designs by William L Russell, 200 E Arellem Rd., Union WA 98592 360-898-3773 FAX 360-898-3774 Washington, LIC. # 5100184 wrussell@a,hctc.com Nov. 9, 2007 DESIGNER COMMENTS AND REQUIREMENTS For John Brush 1. PROPERTY LINES: The designer is using property lines as indicated by others. The property owner is responsible for establishing necessary property lines to assure proper placement of the system. 2. UTILITIES: Property owner is responsible for the location of all utility lines (water, sewer, power, phone, and gas) before the installation of the system begins. Note: any water lines within 10 feet of the system must be encased with a second pipe (see code). Or removed. 3. SEWER PIPE: Sewer delivery pipe to septic tank must be ASTM 3034 PVC PIPE, and shall have at least 1/8th" fall per foot. Pipe bedding should be placed under pipe, so as to prevent deflection of the pipe when backfill is place on it. In tall sewer line clean out at about 2 feet from building. �,�/j/� 4. OLD SEPTIC TANK: N/A rb� �A /1v'" ' 5. SEPTIC TANK: 1200-gallon with an outlet filter ) /v' 6. PUMP CHAMBER: 1000-ga n tank is to be i tatted or larger. Location of tanks still must meet all set back requirements. 7. TANKS: Shall be water tight. 8. DRIP LINE FILTRATION: Will be provided by an inline automatic self cleaning Vortex. Filter. See control VALVE page. 9. WATER SUPPLY: PRIVATE 10. DESIGN CRITERIA: Because the designer cannot control how the system is used, and in some cases how it was installed, the designer assumes no responsibility for the for the life of the system. If any changes are made to the design without approval of the Designer and Jefferson County this design shall become null and void. 11. ELECTRICAL REQUIREMENTS: Electrical control equipment should be installed near to the pump chamber and accessible to the O/M people. All floats will be installed on a separate mast and not to be attached to the pump (or its plumbing). All electrical installations must meet State of Washington Department of Labor and Industries rules and regulations, and also must be inspected by it. 12. NOTE: By law the installing contractor is not to perform any electrical connections, unless that contractor is also licensed to do so. 13. SITE CLEARING: The chosen primary drainfield site should need little if any clearing. However the reserve area needs to have stumps and trees removed within 10 feet. This part should be accomplished during dry weather Use extreme care when removing stumps to prevent disturbing any soil any more than necessary. Need all the vertical separation we can get. 14. LAYOUT: Designer has staked the location of the drainfield. The designer will assist the installer with any layout questions if needed. 15. EQUIPMENT USED: As needed 16. STORM WATER: Storm water shall be diverted away from the absorption and tank areas. Although this should not be a problem on this site. 17. CURTAIN DRAINS: N/A on this job. 18.WELL TO TRANSPORT LINES: N/A this job. NOV 1.4 2007 Jefferson County Environmental Health • 19. QUALIFIED INSTALLERS: Since this system is very sensitive to errors, only installers who have demonstrated high standards of construction and have experience with drip • systems should attempt to install this system. And or willing to be supervised by this designer. This designer will charge a fee for this service, and for these services after the first (pre construction) meeting. 20. Only licensed installers shall be used. If a homeowner attempts to install this system, this designer considers this design to be null and void. Unless special arrangements have been made with the designer and presiding governing officials. 21. UTILITIES: Call for locate before doing any digging. 22. TANKS: Installer needs to know the planned elevation of the building stub out. This exchange of information could save one hell of headache. When the tanks are installed before the home is built. W�1i94 / e 2o7 A word about operation and maintenance. This type of system is required by the state to subscribe to an operation and maintenance program. This designer will help owner find a suitable O&M specialist. The county will require evidence of an O&M program before giving the final approval of this system. Concerning drip line supply's and how to install would fill many pages. Hence the installer should take time to look up web sites, and glean all the information possible. Suppliers will be more than happy to help. IMPORTANT: How to prevent effluent from draining along the manifold connections from the drip line on steep sites. Work in some bentonite at the end of each drip line. When it gets wet it will expand and make a good plug. The required reserve will be by constructing the reserve area. However in real life one would just install new drip lines between the old ones. When properly maintained this should never happen. RFCEVt) NOV 14 200 Jefferson County Environmental Health