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HomeMy WebLinkAboutSEP2004-00228rar-t4-Lbb4 )&1 :lQ7 Hf MUNNRHRN. JSKU 1 rs=m - 1NL Lelb L23.=, i34m7 . - 1 Jefferson unty Department of Community Davelopr. t 621 Sheridan St., Port Townsend WA 98368, (360) 379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER C/Vi`T , / 73 1A/l"'e",01` MAILING ADDRESS g410+5 iex-c i . i./4P 1 1/1// 'J!/ 2 PHONE Area Code ( ‘ ) .37-6- ---q 3 S SYSTEM DESIGNER a , S5V2 c l i (.vN4xt.Tt1J C EA.br it LEGAL DESCRIPTION: Section .3. Township 2.? Range / PARCEL# 9i08"0123/6 b-' '9 16 sef::)3 6 Subdivision Name M MA--1-5 b` 4- Divion 4 t Block 3 Lot(s) 2.-5/-2,G SITE LOCATION v'1 D P-�,ve 1QvpT I.0 w ]#u 'S ' !� 86;• 98s6,5- SOURCE OF SEWAGE: Residential .K Residential ADU Commercial . Community TYPE OF WORK: New X Redesign Upgrade Repair Partial (tank) (drainfield) Expansion Designate Reserve Area Conventional X Alternative ._. Drainfleld Length 131 ft. ,Trench Width �'t ft. Dumber of Gallons/day 214 Trench/Bed Depth /. -/Fl in. Number of Lines �7 Site Size I L, (,7S SC- Septic Tank size Icon gal. ',Pump Chamber size //D pal. Water Source: private public ?t Son type (ATTACH SOIL EVAL.)4 Previous eval: yes / no SEP Application Rate :- gal./sq.ft.lday ro TYPE OF SYSTEM Pre.SSu re, Di-6"1- .(Ac,nut;; 4 - - -i rrr J 4 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 materiel fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. X 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.per it s r aeatatives i further agree to provide access and right of entry to Jefferson County and it's employees, epre or agents for the purpose of application review and any required later inspections. Access and right of entry to the app loan's property or structure shall be requested and shall occur during regular business hours. Appeal - A person aggrieved of a decision of the Health officer may appeal. Appeals'sball 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 a " t - -tety judged by.the rul-s and laws in effect at that time. Owner ignature A7�' . /` re ate AUG = 5 2005 FOR OFFTCE USE ONLY '41 . "o��` PARTIAL 10-I -)-0 ASBUILT -- --.---FINAL---- .r 3 PAR P APPROVED PRESS/TESTiallit i $1►.4 "P t21311 DI • c6OvvIA,t,rS 0 T14 Fire District Planning District School 0 • ct Zone ^� Date �\Fs:DI Fee ei 5 . Rea �' 1 (0-2/1104- Check f (05-)t d Case S SEP OA .D 6 I iv., 0 � , . 6 1 H:\env_healthVinda\QD\PORMS\EEPTIC PERACT APPLIC!lTION.DOC 7/Ui SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP04-00228 Date Received: 09/17/04 SITE ADDRESS: 241 S BAYVIEW DR Date Issued: 08/27/05 PORT LUDLOW, WA 98365 Date Expires: 08/27/08 APPLICANT: HUNT P TOWLER PHONE: (206)325-5935 JUDY L TOWLER 3400 E FLORENCE CT SEATTLE WA 98112-4900 SUBDIVISION: MATS MATS BEACH BLOCK: 3 LOT: 25+ PARCEL#: 970800316 Section: 33 Township: 29N Range: 01 E DESIGNER: DAVID JENSEN, PE PHONE: (425)827-3063 D.R. STRONG 10604 NE 38TH PL SUITE 101 KIRKLAND WA 98033 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 p p Y 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(unless otherwise stated above) in accordance with Jefferson County Rules and regulations for on-site sewage stems, codifies 8.15 amended per ordinance no. 08-0921-00. This permit may not be renewed. Admi,, / L ATKINS, Jefferson 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: 130-PRESSURIZED TRENCH No. of Gallons per Day: 240 Type of work: NEW Drainfield Trench Septic Tank Length: 134 feet Width: 3 feet Depth: 15 inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE r CONDITIONS OF APPROVAL - PERMIT NO.: SEP04-00228 1.) 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. 2.) AS PER WAC 246-272 AND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT#1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD#1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. While the County strongly recommends that the property owner allow inspectors to enter their property to inspect the system in order to insure that the system is functioning correctly, the property owner always has the right under the Fourth Amendment and our State Constitution, to refuse the inspectors access to their property. The property owner never loses the right to refuse access and can do so despite never having refused access before. 3.) 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 AT 6 MONTHS, AT ONE YEAR AND ANNUALLY THEREAFTER. 4.) Health Dept. required to observe pressure test when system fully installed/complete, 48 hours notice to be provided for scheduling. 5.) An asbuilt drawing and certification of completion by the designer is required prior to final approval. 6.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner. 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. 7.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 8.) 10'separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 9.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 10.) MAXIMUM TRENCH DEPTH 18 INCHES 11.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 12.) A 30' setback shall be maintained from the disposal component and reserve area to any 0.1(1,:( downslope footing, curtain or interceptor drain or drainage ditch. 13.) Permanent barriers are required along/around primary and reserve drainfield areas to c.j- protect from parking, driving, and other land disturbing activities prior to final. 61( q� 14.) Drainlines are to be installed along the natural contours. ?7'CL(lteee,../CcePt.� 15.) Contact designer prior to installation for staking of drainfield area. �s 16.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 2 of 3 11/22/19 I:\F_SEP_Permit.rpt 17.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 18.) Dose counters are required in the control panel for all drainfield components. 19.) This permit is granted based on the recorded RESTRICTIVE COVENANT combining lots 25&26 of block 3, Mats Mats Beach to meet the minimum land area required under WAC 246-272 Onsite Sewage Code. COVENANT recorded 7/1/05,#500171 20.) 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. 21.) 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. 22.) The proposal was approved based on information provided in the Flood Certificate dated 7/23/05 received 7/26/05. 23.) 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. 24.) The application was reviewed by the Jefferson County staff for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property- Priority habitat and Flood zone. 3 of 3 11/22/19 I:\F_SEP_Permit.rpt RECEIVED JEFFERSON COUNTY COMMUNITY DEVELOPMENT 621 SHERIDAN ST, PORT TOWNSEND WA 98368 AUG 01 2008 ASBUILT INSPECTION REPORT Jefferson County County Inspector (to be filled in by County) Date Inspected by CaaiiWOnmental Health Designer DR Strong Permit # SEP 04-0228 Installer Shold Excavating. Tim Johnson Parcel # 970 800 316 Electrician Double D Design Flow 240gpd Property Owner Hunt & Judy Towler site Address 241 So. Bayview Drive DATE ITEM SIZE/MANUFACTURER/CLASS/SCHEDULE INSP. Tank (size, baffles, risers, etc) Cotton; 1000 gallon; riser; outlet filter 7/08 Pump chamber (size, baffles, risers, g/ inch, etc) Cotton 1000 gal riser; 21.4gal/inch 7/08 Screen(s)/Pump Shroud shroud 7/08 Float arrangement Pump #1 Transducer: on/off; High Water; Veto 7/08 Pump #2 n/a Emergency Storage Above High Water Alarm (# gallons) +/-450 gallons 7/08 Pump #1 model & flow rate at time of installation 53.5 gallons Der minute 7/08 Pump Throttled? YES/NO NO Pump #2 model& flow rate at time of installation n/a Pump Throttled? YES/NO Anti-siphon device yes 7/08 Sandfilter basin high water alarm shuts down pump to SandfilterIIYes QNo n/a Dose Counter Reading #1 events 00027 Elap. Time Meter Reading #1 00000:04:10 7/08 DOSES 00000 VETO DOSE 00027 7/30/08 Dose Drawdown (in inches) 1st Basin 1.375" per dose 7/08 2nd Basin n/a #Gallons/dose 1st Basin 30 gallons per dose 7/08 2nd Basin n/a Panel Model Aquaworx Timer Model IPC 7/08 SN `06-07-0120; Other Panel Settings on=0.9"; high water=12.1"; Veto=12.8" 7/08 Autoclear set @002 doses; swarn=0x01; Timer Functions: On tim e 3 3 seconds Off time minutes 7/08 Other Timer functions & settings (e.g. override on/off) Veto: 33sec on 180 min off. 7/08 Alternative Asbuilt Form 05-10-04_pdf Page 1 of 2 f Other components (alternating valves, treatment units, UV light etc.) n/a Transport Pipe 2" sch 40 Manifold 2" sch 40 7/08 Orifice size 3/16" Lateral 1" Sch 40 7/08 Barrier Material filter fabric Cover Material/Depth 12" 7/08 Residual Head (lat.# & ft. Head) 60-62" 7/08 Caps for measuring residual head stored (location)- in clean-out ports Sand Fill (met ASTM?) n/a Sandfilter Basin n/a Mound/Glendon Site Prep n/a Source of Drainrock infiltrators Cleanliness n/a 7/08 Drainfield Length 138.5 ft Width 3 ft Depth 12 inches COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Users Manual Provided to Homeowner Oe( Date 5 Installer Certification attached/signed YES/NO ATTACH ASBUILT DRAWING signed by Designer or stamped/signed by Licensed Professional Engineer I CERTIFY THE INFORMATION PROVIDED ABOVE-WAS VERIFIED 13Y INSPECTION, THE SYSTEM APPEARS TO HAVE BEEN INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY (DATE) Er THAT CHANGES �jo� HAVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE �V WITH WAG 246-272. <e,s,•\1441' pb 30 July 2008 5100342 `/ ti® 4/ 0\r o �`o 1 + re Date License # 4re $�� o � i • 51� •.m+,� t n Department inspector y Q' w♦ Suzanne�t Martin C I+ • �Q r � �. y_:. ,t �J Alternative Asbuilt Form_05-10-04_pdf Page 2 of 2 , .. RECEIVED Hunt & Judy Towles AUG 0 ZQu$ SEP04-00228 Jeff®rs® t%oun 241 South Bayview Drive-Port Ludlownvironrr,Rn# ,;IA th Parcel #970 800 316 Pump Tank Detail Installed Riser 3"to top of rislr ±29.5"Riser ar, 1 65" ":1 ±25"storage above high X a• 87.25" water alarm(±450 S f'. gallons) I: Shold tank: 22.1 gallons per inch ;` with Aquaworx transducer#ZB-OA; li .2 with shroud t N12.8"to Veto level ,r •:• F5 12.1"bottom of bell to .. `= high water alarm; 239 ' gallons working volume . fi Y i>, —on/off set @0.9" C 19.25"from bottom of rn.'. 4; tank to the bottom of t' the bell 1.5.s. ai::*,-:)':. :%.::: .^.an ..i YHt:4n..15.:i•i..7:tel*tiyse.S.•cr,:t:.4t;.tn.i•":,......,CZ:t:%1.1.,..._..'. .:4 a 1 I Break i I v , w / ,/,/ ' -water meter / Y istii ... / it — water spigot reak + . +18h' 0 20' 40 MIMI 11101111111111 5 t `t. SCALE 1"=20 FEET —double sleeved water line ' r -avg 28" burial depth ;, ' ./ / 7 / 4°19 - . it E/ ''e 1 + •' .. •s , 2 bedroo home 1 ex.water line— �' / Reserve Area: / -under cons uction 4 ±121.Osf •• •. cex. water meter ai ,/� 50 ex. spigot- +1 d' I c��a� M . f /, EI RECEIVED 5 / f _installed control panel 6 AUG O 0 —installed septic tank 1 2008 s .- Jefferson County c/ Environmental Health Z f / ' —installed pump tank 1 y--valves lateral clean-outs /y �,/ v 1--manifold clean-out 5- 4. . .////// , 1 —10'drainfield protection zone 1 � / / i p Il '- ±East ±152' I 1 1 1 1 July 2008 ..,"1�! ( t+ `J� .Ft#� N Nat rh 510 2 ',t ,,,2 Suzanne l Martin tt : 'Tit@ tits@, N ' t,t Expirtfr '11709 I 7/208 overall As Built Hunt&Judy Towler On-Site Sewage Disposal System(OSS)Record Drawing 241 South Baview Drive-Port Ludlow - Parcel#970800316;SEP004-00228 Sec.33;Twp 29N;R1 E wm 2 July 2008 MBH2O 109- J r • D. R. STRONG CONSULTING ENGINEERS INC. Engineers Planners Surveyors 10604 NE 38th Place #101 Kirkland WA 98033 PHONE 425-827-3063 FAX 425-827-2423 September 1,2005 Linda Atkins,R.S. Environmental Health Specialist Jefferson County Health Department RE: SEP04-00228,Mats Mats Beach Block 3, lots 25-26. Parcel#970800316 and 970800326 . Linda: This letter is in response to the above referenced letter dated May 4, 2005 regarding several issues and concerns with lots 25-26. the basin, abso tion are protection area and 1. The glendon configuration has been adjusted to show th rp a, p \ . all associated setbacks. Please refer to attached site drawing(pg. 1 of 4). \12. Please find attached the FEMA elevation certificate. N.13. The drainfield components meet the proper setbacks from the mean high tide. The drainfield components are all horizontally outside of the FEMA flood zone as shown on the attached site drawing(pg.1 of 4). The drainfield components are located vertically approximately 8-feet higher in elevation than the flood elevation as noted on the FEMA flood certificate. All components of the system outside of the flood area and elevation which will eliminate infiltration of flood water into the system or impairment to the system during flooding. This meets Section 5.20 of Jefferson County code ordinance requirements. 4. Client to provide. 5. Client to provide. I i „,,, ,.. , ',.7 E j) r` -, f AUG - 5 2005 i Y D. R. STRONG CONSULTING ENGINEERS INC. (425)827-3063 10604 NE 38th Place, Suite 101 1 400-9624402(WA ONLY) Kirkland WA 98033 Fax:(425)827-2423 1 PRESSURE DISTRIBUTION CALCULATION WORKSHEET DRS Project Number. 00450.300 Project Name: TOWLER lot 25-26 Reference to Tables refer to DOH Guidelines Calculated By: PEK Date: 730.02 Checked By: Date: A) REQUIRED ABSORPTION AREA: 1 Soil Type: Application Rate: "0.6 Gai/Ft2/Day Number of Bedrooms: Total Daily Wastewater Flow: 240 allons/Day (gpd) Absorption Area: 400 ft2 Trench Width: 3 ft Minimum Total Lineal Feet: 133.3 ft Lineal Feet(As Designed by the Engineer): 134 ft B) NETWORK CONFIGURATION: CL- 200 Pipe Material in Forcemain&Drainfield . I B-1) DRAINFIELD: Lateral Pipe Diameter 1 inch Volume of Pipe per Foot: 0.058 gal/ft Lateral Length Varies(y/n): Y Longest Lateral Length: 34 ft Number of Laterals Calc. From Data Above: n/a 4 1 Number of Laterals As Decided by Engineer. 9 ft min Center-to-Center Lateral Spacing Calculated Lateral Spacing As Decided by Engineer. 9 ft. min. Center-to-Center B-2) MANIFOLD: 30 feet of 2 inch diameter Volume of Pipe per Foot 0.188 gal/ft B-3) TRANSPORT: 50 feet of 2 inch diameter Volume of Pipe per Foot 0.188 gal/ft Vo P P _ r— ----in';', 11 7/ E fl 0 AUG - 5 2005 I .) 1 Page 1 of 3 D. R. STRONG CONSULTING ENGINEERS INC. (425)27 -063 (WA ONLY) 10604 NE 38th Place,Suite 101 Fax: (425)827-2423. Kirkland WA 98033 PRESSURE DISTRIBUTION CALCULATION WORKSHEET DRS Project Number 00450.300 Project Name: TOWLER lot 25-26 C) ORIFICE SPACING: Required Minimum Orifice Spacing: 3 ft. See DOH Guidelines page 18 Orifice Spacing As Designed by Engineer: 3 ft Orifice Diameter As Designed by Engineer. 3/16 inch diameter Residual Head As Designed by Engineer: 2 ft.. Gallons per Minute per Orifice: 0.59 Number of Orifices per Lateral: n/a at most Number of Orifices in Longest Lateral: 12 D) LATERAL DESIGN CHECK: 45 feet. Maximum Lateral Length: See DOH Guidelines page 40 E) MANIFOLD DIAMETER SELECTION: gpm/orifice Discharge Rate: 0.59 Lateral Discharge Rate: 7.08 gpm Manifold Type: end Manifold Diameter: 2 inches Manifold Length: 30 feet Ball valves will be used on all laterals to equalize the pressure. F) DOSE VOLUME CALCULATIONS: Minimum Number of Doses per Day: � See DOH Guidelines page 14 Doses per Day Selected by Engineer. F-1) SOIL: Dose Vol.Based on Soil Type: 120.0 gallons/dose F-2) PIPE VOLUME: Manifold Volume: 5.6 gallons Lateral Volume: 7.8 gallons Does Transport Line Drain Into Manifold?(yin) N Transport Line Volume: n/a gallons Pipe Volume: �n13.4 gallons "120 gallons -- Dose Volume Chosen by Engineer: g / G) SYSTEM DISCHARGE: ,� Calculated Orifice Count 45 AUG - 5 2005 � Orifice Count Engineered: System Discharge. ' 6.6 GPM Page 2 of 3 D. R. STRONG CONSULTING ENGINEERS INC. (425) 827-3063 10604 NE 38th Place,Suite 101 1-800-962-1402(WA ONLY) Kirkland WA 98033 Fax:(425)827-2423 PRESSURE DISTRIBUTION CALCULATION WORKSHEET DRS Project Number: 00450.300 Project Name: TOWLER lot 25-26 H) HYDRAULIC FRICTION LOSSES IN SYSTEM: Head Loss=Pipe Length*(Discharge/K)^1.85 Outlet Pipe K Constant: 284.5 2"Pump Outlet Pipe: 0.4 feet Schedule 40 Transport Pipe K Constant: 315.2 Transport Pipe: 0.6 feet Manifold Pipe K Constant: 315.2 Manifold Pipe: 0.4 feet Lateral Pipe K Constant: 66.5 Lateral Pipe: 0.5 feet Manifold Fittings: 1.5 feet Lateral Ball Valves: 1.0 feet Residual Head: 2.0 feet Total Elevation Lift 8.0 feet (6'for tank depth) Total Dynamic Head: 14.4 feet PUMP REQUIREMENTS: 26.6 gpm at 14.4 feet TDH. I) PUMP CHOSEN: ZOELLER 270 Produces 27 gpm at 25 feet TDH. 3) PUMP CONTROLS: Gallons/Day: 240 gpd = 2.0 Number of Doses/Day(Calculated) Gallons/Dose: 120 gal 2.0 Number of Doses/Day(Selected by Engineer) Gallons/Dose: 120 gal/dose= 4.4 Minutes/Dose(Calculated) Pump Gallons/Minute: 27 gal/min Ir 4.4 Minutes/Dose(Selected by Engineer) K) COMMENTS: L -4 j,- 2 AUG - 52005 f -' x f • Page 3 of 3 _ . . , --- - - -- ------ _ - D.R. 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DRAWN LEC DATE 11/14/02 JOB NO. 00-450 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 CHECKED DRJ SCALE 1" = 20' SHEET 1 OF 4 ENGINEERS • PLANNERS • SURVEYORS FAX NO: (425) 827-2423 • . , . ...,\ I /(/),-.. / \ .......---- . / ............„..„„ ---,-.. 1 / 4rANIIII 250' RE%qv, /,,,/ iiill, 4_.,,,;_. . ,..,,,, 1 c4. / Lill/ ----j 1 fill 1 i 191' te 1 . .. _ . r7-77,,77 J11--/ .)V, \ 1 i 11 \\.,,, / r — \ ii.;,..;-„,:, .i.e / 0 i.1 .;,- - ,., I a .., Lil ., p r , m --1 --- ...___ j„ ...,--- lic!. i //' ,/. T/ "?.':Ay.i.'. 01 0) I i p --,'.':;.6,"' ------- • Z ):. f,'..;,.: ' . ,:, • 0 1 / .1 ......"1 ,,,,--- ! il .,--Lo • , , 1, / 1:1, o DE ;;;,„.....,,. , 1. -;: 1 . .-- ,,,.. r ! ---- -e ti p 7i-:,..,t. , 22 ‘ p Ilq_1,.._._ _.....1 ---1_, _ .::!..:'.;- :, T '' • N) gI. - . . N. - 4'41'' `''; ' - .'' (J ittw,;44g,:.;; 0.4:: ; .!c;:l.:;x .iin ,,... to 1 il,,,,,_____; • --",„•';..,•,;;;.:4;i:/,:',. \li ..• / millihr 77777"---7—",•''' 77- 777, 1::'''!-J. ;,'M,,i,.7...'•.:41'i''';1i !5ji--n.:;.,,,-----,- Oil i' L :- :,4•:,1:.c.P: \ - i • tiltlitiet '''' - - :q0,13'.•!--•• ‘ ts)----7-- -- I' •"""' I:P, N 1 li I ,,,, ,F;.':'.,:". 1,,VY:ONV \ ..-. A rTi ! 4 rNI • :S:':.-.1-.',??;!ii6. 11-1 lito i .. :- ----:- .----::. .1_L\ -,', _ .... 0 ?Ul I 1- gir2-- - f.: „, 1 il / < 1 "1"0- 0 / , ' : ,,..„ ,.., r , -5,-• ■y M I isa 10 - \ , 0 i.„ ea i oo :• ,;:, -4- .4 '. 0, 0, •ID ''..30 wo M$ 1 `,, OS ..-./.. . 0 : . ..: ). Is) co .1t. • I - -- 7,.. i ' ,- , Ar ELILNEEZ0MNEAN2H.81G4HFETIEDTE hl .; . , = (NGVD29) /.-. ------ -----. : I° il 111- \-110 Or. i (-II li F > o IR t / —8..„...11 IV MN. . . . .. ...._- 1 , r- '..k6 / _Rn-0 * 1 v. •,; 0„...„ xi 11 0 0 1 ,,, 1 . „ CO 122 _ 1 — --"--- •'' . ' 0 CO 7 //, V)tj 3:. I „......: -0 1-1—I I - o c PI , )3,p-c;;;;:: :-' • 1- .-; hj 1. •tr i / • (4( 9 ri ., . -—,-',,,;43:::':.:1.7:•-.-, co LINE OF MAXIMUM OBSERVED WATER ELEVATION• 2r-Ei17';',.c •, '''''!'•• . •'''' ''' '-1 ELEVATION = 6.68 FEET (NGVD29) ' 16 17 \ I ----A1 r c o 1 o 0 g To 0 Z y/ -1 o rtr- N \ I I'' *”--1 . 111— '.••••••••••=- ' • u) a * *4. • . 12 - \* E. , CO i'll ALisi g.k. \ < II U1 : 0 C th . , . .. . . 0 \ link 1j1;tS.6.4.:.:. .'-, (63 •J n,.., 07 R t 131'N . \ li if \ , re, cte.4 _....... , , . ----- I .C1 11 F • .4 CI'm E '-1". rn rn : ---------11(Po..----:ki 1 .3 (n › •'"' a. 0 m cii • o > i 0) ( .Y, ig - -!,<.•,.v.!,-.:,,,i,:', • .. ....- . . : o cm . n'ii40:,: .":'',•'., ' '' ' ' 0 CA 10 M ) r c o* •--4 0 1--- (-) Z GI -i 43 r:1:1 3> ............ . — ri—I [ --.....L i I I •-------1 ' ›... ? 01 (1114 N1's A • C.) k 1 ) O ...., ,„,, ..._ , , , ._7_, .., ,,. ...... , „,.., , 0 ....._. .:, 1 8.• . ?kJ) ei 1 1 N., . , .3 r. 8 - t 1 I c, "Z.;■ i 1 VI 04)' 17 4 4 4 , COPYRIGHT 0 2004 D.R. STRONG CONSULTING ENG., INC. ONSITE SEWAGE DISPOSAL DESIGN MISJ D . R. STRONG MATS MATS BAY — LOTS 25-26 Consulting Engineers Inc. DRAWN PEK DATE 8.18.03 JOB NO. 00450 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-962-1402 CHECKED DRJ SCALE 1"= 50' SHEET 2 OF 4 ENGINEERS • PLANNERS • SURVEYORS FAX NO: (425) 827-2423 1 , z L non 1 II STUB OUT ELEVATION 11' 24' LOCKING GAS TIGHT MANHOLE COVER YYAGE DISPOSAL 24' LOCKING GAS TIGHT MANHOLE COVER L C 'c':,o m FASTEN WITH 4 SCREWS PER UD �+. FASTEN WITH 4 SCREWS PER LID p USE S SQUARE DRIVE OR LARGER "'O 0 USE S SQUARE DRIVE OR LARGER 2 0 CLASS 200 - - z L c4�v PIPE TRANSPORT SLOPE TO DRAIN a e - SLOPE TO DRAIN Z x A��IL _A�L t COVER MA' VARY v RISER TO BRING ELEVATION vii eC SEPTIC TANK J 12'-24' de -�sTO THE SURFACE. AU_ JOINTS INLET INVERT Mill3 �� ELEVATION 10.5' TO BE SEA WITH MASTIC (TIP.) 0 ,., N c1 C o Cr eve - ed•. •de �. $e °d° d v a Tn W 0 IN I 1 V 1 MIN. 2% SLOPE Ll Z Fl � C � �d • :If 4 0 `,, x APPROXIMATE • 4 SEPTIC TANK PUMP CHAMBER PUMP CHAMBER a Z U) WATER TABLE 2/3 TOTAL 7 OUTLET INVERT 4's PVC INLET INVERT OUTLET INVERT B W 9'EUVATION v VOLUME ELEVATION 10' TRANSPORT PIPE o ELEVATION 0 ELEVATION 11' • C = Z v' 1/3 TOTAL /__\ r` p, a v PUMP, FLOAT, AND V 12 0_ 4 VOLUME • 4 o ELECTRICAL SPECIFICATIONS ° e e p e d e •d• e 4 4e ve• PROVIDED ON PUMP COD c! (;) e v .4 e e d e e d m 4. pee CHAMBER SECTION VIEW ON `ZABEL MOO COMMERCIAL SHEET 4 R W SEPTIC TANK GRADE FILTER. ACCESSIBLE PUMP CHAMBER Z Z 1000 GALLONS THROUGH MANHOLE 1000 GALLONS c DOUBLE COMPARTMENT SINGLE COMPARTMENT DRAINFIELD MANIFOLD INLET MI . W ELEVATION 10' SEPTIC TANK AND PUMP CHAMBER SECTION VIEW CONTROL POINT (DESIGN ELEVATION DATA IN FEET) DESCRIPTION: NW PROPERTY CORNER Z co NOT TO SCALE ELEVATION: 10' C.7 N O O THESE ELEVATIONS ARE BASED ON FIELD DR4JNF7EZD NO7ES YT s�'v l3(4� r`es um d W 1 o MEASUREMENTS. AND CONDITIONS MAY CHANGE %;I- BASED ON CONSTRUCTION ACTIVITY. ELEVATIONS 1> THE BOTTOM OF TRENCHES AND DRAIN LINES 9> FOOTING DRAINS WILL NOT BE ALLOWED Q(� �04,1 Q o r7 ARE NOT BASED ON A DETAILED TOPOGRAPHIC SHALL BE LEVEL, WITHIN 30' DOWN SLOPE OF THE DRAINFIELD. �� � N SURVEY AND ARE MEANT FOR SEPTIC DESIGN 2) THE TRENCHES SHALL FOLLOW THE GROUND 10) SEPTIC TANK AND PUMP CHAMBER SHALL BE J (�� Z w AND INSTALLATION PURPOSES ONLY. CHANGES,. SURFACE CONTOURS, CONCRETE AND BE INCLUDED ON THE COUNTY Li IN TANK CONFIGURATION MUST BE APPROVED BY 3) A MINIMUM OF 134 LF SHALL BE HEALTH DEPARTMENT APPROVED TANK LIST. ANY 3- R Q L— �O DESIGN ENGINEER OR DESIGN MAY BE INVALID. INSTALLED FOR A 2 BEDROOM HOME. SUBSTITUTION OF MATERIAL MAY BE ALLOWED E"1 [ ( �"y O Q vl THIS DESIGN INCLUDES 6 FT OF WITH DESIGNER REVIEW AND APPROVAL. E - ELEVATION HEAD FROM THE PUMP TO THE 11> MINIMUM STUB OUT ELEVATION IS 11 FT IN DRAINFIELD AND 25 LF OF TRANSPORT ELEVATION OR ONE FOOT BELOW ORIGINAL :; Iii Q PIPE. EXCEEDING THESE NUMBERS WILL ' GRADE WHICH EVER IS THE HIGHER 4 AUG - 5 2005 Cn I o REQUIRE RESIZING THE PUMP ELEVATION. THE STUB OUT ELEVATION IS 4) IF DRAINFIELD SOIL IS DISTURBED PRIOR TO BASED ON THE ASSUMED ELEVATIONS SHOWN - Z INSTALLATION, DESIGN MAY BE VOID. ON THIS PLAN. °O 5) ANY CUTS INTRODUCED WITHIN 50' OF 1 m DRAINFIELD AREA MAY VODDiE DESIGN. 12) TRENCH DEPTH SHALL BE 15 INCHES TO 18 1 �--a-- - ----- - --- 6> CONTOUR LINES AND ELEVATIONS ARE BASED INCHES DEEP, Q Q < UPON ASSUMED DATUM AND DO NOT 13) DESIGN DOES NOT INCLUDE INSTALLATION REPRESENT A DETAILED FIELD TOPOGRAPHIC INSPECTIONS OR AS-BUILT DRAWINGS. , Cn o vi SURVEY. THIS INFORMATION IS FOR SEPTIC 14) INFILTRATION SYSTEM SHALL BE A MINIMUM 40) I;. J $+DESIGN ONLY. OF 30' DOWN SLOPE FROM SEPTIC DRAINFIELD V, '4> 'Q 7) PROPERTY LINES ARE SHOWN FOR REFERENCE AND RESERVE AREAS. HOME BUILDERS SHALL �'� iiii -, AND DO NOT REPRESENT AN ACTUAL FIELD CONSTRUCT THE INFILTRATION TRENCH AT THE _�„ Y cc SURVEY. THIS INFORMATION IS FOR SEPTIC TIME OF HOME CONSTRUCTION. ;, +. w 0 DESIGN ONLY. SEE ROAD & STORM PLANS FOR DETAILS OF 8) � IL 8) TREES AND/OR STUMPS GREATER THAN 18 TYPICAL TRENCH STANDARDS. LI IN DIAMETER, WHEN MEASURED 2 FT ABOVE ti (4 Q LI GRADE, SHALL BE CUT AT GROUND LEVEL IONAL ZZ ¢ w OR BURNED IN PLACE TO AVOID DISTURBING THE SOIL. [SPIRES '�J.-O7 I o U 1 „Al.c. i ieat VI g P 4 g o ,, s -C > 6 .,.. * IN "lay -i „ i 0>c C i 1 D N C 3 •t Z 0x3 i §§ Cat;;& c� MI 0•— Pi ik• �o "'�0 fTh 7 ! > III I / '''''': 20 0.,v y ..,1 i > .� .��,a /t;ì , I gE Ni. k.„.........„,_ g ill m O (11-71 E8 GO N N 7 ( ,JM g 2P Z �•_ Pt PI g2 Pa c 1 z m m 14 i r. �� P c .i p' p ,. w N a za i 2Pliiii ggVallgg:21P0 i pm pi t . WO > 201RI> eggs 2:1M 10q12§ 11 ii / NQ N ig4IvA2- g Q ut iP• tEUS p; imp o NA EA 6 Rgic i 20s 'ITO 1 ap a xr, 11 1 ini gi R ;11g no ri 7 Cn PR kf' > 0 i GI "141 c 4q� I rw r' V �1' ,r n 42,-,/; r t if;. --,-.11,1 t.. I , , ;I [13 1 p Ir 14'4R *ITT 1 J o r : + 0 NI i� J COPYRIGHT©2002 D.R. STRONG CONSULTING ENG., INC. ONSITE SEWAGE DISPOSAL DESIGN D, •R, S TRO NG MATS MATS BAY LOTS 25-26 Consult in Engineers Inc. g g DRAWN PEK DATE 6.14.02 JOB NO. 00450 10604 NE 36th PLACE, SUITE 101 KIRKLAND, WA 98033 (425) 827-3063 1-800-982-1402 CHECKED DRJ SCALE NTS SHEET 4 OF 4 ENGINEERS • PLANNERS • SURVEYORS FAX NO: (426) 827-2423 SOIL LOG DESCRIPTIONS D. R. Strong Consulting Engineers, Inc. Project# 00450.300 Approx. Site Address: Lot 25/26 Client: MONNAHAN Soil Texture Type: IV Date Soils Logged: 8.29.02 Soils Logged By: PEK Soil Log # 1 0 - 24 " Tan loamy sand r S 24 - 39 " Light Brown Sandy Loam 39 - 60 " Brown Sandy Loam with slight mottling Soil Log # 2 0 - 30 " Light Brown Sandy Loam with some compaction 30 - 55 " Brown sand/silt with loam Soil Log # 3 0 - 20 " Light Brown Sandy Loam 20 - 50 " brown sand/silt with loam and gravel Soil Log # 4 0 - 24 " Tan loamy sand 24 - 34 " Light Brown Sandy Loam with some gravel 34 - 60 " Brown Sandy Loam with mottling ,tu 'y FOR OFFICE USE IEFF i SON CO. PERMIT CENTER •621 SHERIDArLST WET SEASON EVALUATION APPLICATION Date a /�� /01 PORT TOWNSEND WA 98368 Fee $ 2_00 Receipt # LI.- .(0�- 1360) 379-4450 Check # 2p24 Case # OTH dl - 35 GJ David gen5en - D. R, STRONG PROPERTY OWNER On�1b. h n I . '►°L°�clanr) A sSa'7 I . -SZ-2 3 MAILING ADDRESS t to O1 D Fx-r-,2 Au ." 13. S t-r G VA 5 'rTL.G °I ' 10 at PHONE 2O6 -27Z ?t LEGAL DESCRIPTION Section 33 Township 7.9 Range 01 6- PARCEL # 91 d $QO 31 14 Subdivision Name AA kr ' MAI ' GE Division Block Lot(s) SITE LOCATION Sewage Disposal Permit Issued yes ✓ no . 11 hl l- Date Issued I / Permit # SEP - V!L) THIS EVALUATION DOES NOT CONSTITUTE A GUARANTEE OF APPROVAL OF AN Oltl-SITE SEWAGE DISPOSAL ?T. C r i PERMIT. • Signature .1 _4 Jr _ ' ' P E - ' . • 40 L Eta C,, ;"0/11.OD 1'� b 2- ` DATE: 2 t�j 02. = P19+:::" (-Fr DATE: ' •- �I. A 'I 7- . S' = Z4 JIC Hole #1 I :-' r :a- _ 2� '� ; Hole #1 Zy D Hole #2 1 2.V`` nt2� �" - ` A 2A-4 91'� Hole #2 r ITS I- 4• " - 1-11=-4 Hole #3 i - IlL Zg rt Hole #3 A. !h : 7_9 ,� ��pS Hole #4 k. . 01` DPI Zlo ! - (0 c( l ZO 0 Hole #4 ► ! :.::..:j4.-:Z`(-•�,',',A- DP / V COM ENTS -A A COMMENTS ilidb,7, cAligi: 2� "Z = 0-f DATE: DATE: 3I � 4 Hole #1A y,��►Nl..9 • 2- p:64;s.. 7 Z. Hole #1 Hole #2 he '`t` 010' I,:pKi b..:±1:- - 4(71-.1`•. /Hole #2 - t ,,/...:(2.,�:._.:.. - Hole #3 r ra r i ►-t r —1 Hole #3 A 1 k--) 1/� `I I V L Hole #4A �� t:2,D ( - :h Z }Hale #4 ID .. COMMENTS ` 1 P 6 1 COMMENTS n DEC 31 2.001 . LL...-1/.. ` JAI-i-_iWJ i :..+Ji'�.Y _ H:\HOMEIPLNCNTA\INFOHLTH\WETSN.FAM Uodnud 1-5-95 DEPT.OF COMMUNiTY DEVELOPME`•1! 4 d b-L ii\ '----3" 6'`'191 ( 1°.e-‘:7-1-K°A)-(° °‘--F-2 CI tS( 'De'Q &J-1.- - d2E"