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HomeMy WebLinkAboutSEP2012-00086 Jefferson County Department of Community Development t, 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 /- 'a'1 SEPTIC PERMIT APPLICATION 4.., ,�,;o^y�, Habitat for Humanity of East Jefferson County ,�P. ,� PROPERTY OWNER ._ Suzanne �, ann L Martin '• � MAILING ADDRESS PO Box 658 -�t rsttin�s��ea�.:. +' EV111E5.1113 Port Townsend,WA 98368 PHONE ( 360 ) 379-2827(Contact Jaime) SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 6 LEGAL DESCRIPTION: Section 11 Township 29N Range 1W PARCEL# 936 500 005 `ji Subdivision Name Brookside Estates Division Block Lot(s) 5 Site address/Directions to site Toward end of Brookside Street 4 I a Rroo k IdQ 5 t. SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ _ New Tank/s only Private Residential ADU Modification_ Public 1 Commercial, Expansion_ Community Upgrade Repair SITE SIZE 1.46 ac SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPsPrve Area Yes# SEP05-00070 Alternative ✓ Redesign ✓ No . SYSTEM DETAILS Number of Gallons/day 480 Soil type 5 (attach soil eval.) Application Rate 0.20 gal./sq.ft./day Drainfield Length 800 ft. Trench Width 3" ft. Trench/Bed Depth 6-17" in. Septic Tank size 1000 min qal. Pump Chamber size 1250 min qal. TYPE OF Pressure trench system 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 applicatiorwjll-be separately-judged by the rules and laws in effect at that time. Property Owner Signature Date FOR OFFICE USE ONLY ,,,II ' 1 /ij 'c/.2�to113 PARTIAL 1 /7/ 1 CD ASBUILT '�1-tu FINAL 74 APPROVED i INSP/PUMP TEST Il./I 7/ii( `DPWO G)A foZini/y ALL HOLD REQ.MET ( (/ C� Case#SEP Dati (2(/) Fe e4,2- # ��� Check# �•\ � an d ect it c„7a,,,,o nn„-ri�,\ 5' o„rG\my rinr„mcnf-c vm,,,,o\,nhh�A\laffersc„ rn y\.-r4ffr.,for z 08 SPA.DOC j ■ w% JEFFERSON, COUNTY PUBLIC HEALTH '`y r 615 Sheridan Street •Port Townsend•Washington •98368 www.jeffersoncountypublichealth.org • one •1- : -•• •• ax •1- •-. . ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP12-00086 Date Received: 07/24/12 SITE ADDRESS: CHIMACUM RD Date Issued: 02/06/13 Date Expires: 02/06/16 APPLICANT: HABITAT FOR HUMANITY PHONE: JEFFERSON COUNTY PO BOX 658 PORT TOWNSEND WA 983680658 LEGAL DESCRIPTION: BROOKSIDE ESTATES LOT 5(UNDIV 1/6 INT IN TRACT A)SUBJ/OPEN SPACE TRACT PARCEL#: 936500005 Section: 11 Township: 29N Range: 01 W DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224 SEPTICS BY SUZANNE PO BOX 125 CHIMACUM WA 98325 SYSTEM DESCRIPTION: PRESSURIZED TRENCH No. of Gallons per Day: 480 Type of work: NEW Drainfield Trench Septic Tank Length: 800 feet Width: 3 feet Depth: 6 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 uncceptable 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. Off& Jefferson County Environm tal 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.: SEP12-00086 1.) 30 ft. setback from drainage easement to be maintained. 2.) Contact ORENCO for pump and pump screen requirements when using their distributing valve. 3.) THE DISTRIBUTING VALVE MUST BE PLACED AT THE HIGHEST POINT IN THE SYSTEM 4.) MAXIMUM TRENCH DEPTH 8 INCHES 5.) Dry season installation required. 6.) 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 7.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 8.) 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. 9.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 10.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 11.) 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. 12.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 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. 15.) This parcel was created through Brookside Estates under AFN 394931 recorded 9-26-1996, Volume 7 page 36 & 37 with the Jefferson County Auditor's office. 16.) Site plan dated 7-23-12, 2012 is consistent with Brookside Estates Plat. 17.) On August 22, 2012 staff determined the proposed septic system is outside of FEMA Flood Hazardous area. Consequently no flood elevation certificate is required. 18.) This parcel is within a no shooting area per JCC 8.50. 19.) 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. SEP12-00086 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 2/6/2013 20.) 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. SEP12-00086 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 2/6/2013 JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWI I? rik18368 ASBUILT INSPECTION REPORT For RECORD DRAWING Designer Suzanne Martin Permit# SEP 12-00086 Installer Shold Excavating (Kevin Nutting) Parcel # 936 500 005 Electrician Reed Electric Design Flow 480gpd peak Property Owner Habitat for Humanity of Jefferson County Site Address 118 Brookside Street-Port Hadlock, WA 98339 Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank(manufacturer, size, baffles) 1000 gal; Cotton; risers&tuftite outlet filter installed 10/08/14 Pump chamber (manufacturer, size) 1500 gal; Cotton pump tank; 29 gal/inch 10/08/14 Screen(s)and/or Pump Shroud (type, location) shroud around pump in pump tank 10/08/14 Were Tanks tested onsite for water tightness? 6J/ No Panel Model Infiltrator Timer Model Aquaworx IPC 10/08/14 Pump 1 — Man./Model Gould's 3/4hp; owe0712H-HD3014 Flow Rate 25 qpm 11/05/14 Pump Location (i.e. garage, treatment unit, basement) pump is in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off - 21A in Functions: On 33 : ser min Veto - 34. , in Off 60 sec in hr Alarm - :,St,L,in. Veto On - 33""" min Storage Above High Water Alarm 577 gal. Veto Off 4 '_ sec mi hr Dose Counter Reading 0 dose/9 veto dose # gallons/dose 15 gal. Elap. Time Meter Reading 00:07:03 mi �'� Pump Throttled'? Yes No Dose Drawdown (in inches) / " in Pump 2 — Man./Model n/a Flow Rate n/a gpm 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/min/hr Alarm - in Veto On sec/min . xa= Storage Above High Water Alarm F gal. Veto Off - sec/min/hr Dose Counter Reading # gallons/dose gal. Elap, Time Meter Reading min/hrs Pump Throttled? Yes I,No Dose Drawdown (in inches) in If additional pumps-complete the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) I0=05-08-2013; autoclear 2 dose; 42 events; pt 1l1`lov i'l---Y todosc • Iq v dose 1(4%n he-A 8 evcrtit H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date Irish Sandfilter basin high water alarm shuts down pump to Sandfilter Yes / No Sandfilter Basin size/location n/a Sand Fill met design spec? Yes / No ATU (manufacturer, model) n/a Alarm tested Yes / No Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No Drainfield Transport Pipe size, schd, diameter 2"pvc sch 40 Manifold size/schd 2"pvc sch 40 10/08/14 Orifice size 1/8" Lateral Size/schd 1"pvc sch 40 10/08/14 Barrier Material filter Cover Material/Depth 6"downslope 10/08/14 Residual Head (lat.# & ft. Head) 8' balance pre-cover(10/08/14) not perm power 10/08/14 The laterals/pods were balanced es / No 10/08/14 Source/Manufacturer Qf Drainrock/ . ravelless chambers Cotton Drainrock Clean? ED/ No If no, what action taken? ok Mound/Glendon Site Prep n/a Drainfield Length 800 ft Width 3 ft Depth 6-10 inches Caps for measuring residual head stored (location) header box 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? ■6 ( -1 f \ti 'e� p)\Gww eo r.\& v)aN (►r Imo �`�w� ■N c ;rn, Users Manual Provided to Homeowner mailed Date 11/10/14 Tank/component Decommissioning Report Attached Yes / No /0 Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I cum-Ty THE INFORMATION PROVIDED A3OVE WAS VERIFIED 3Y INSPECTION, THE SYSTEM WAS INSTALLtV AS DESIGNED AND APPROVED b-yJEFFERSON COUNTY (DATE) OR THAT CHANGES HAVE SEEN NOTED AND THE SYST M IS IN COMPLIANCE WITH WIC 246-2 72. 4 y� 7 November 2014 5100342 �4 i. k='',;,f6, 4., 41-c -1r Designer Signature Date License# 5; Za "'+, ... Suzanne L Martin , #' EXPIRES Vnn5 ` H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 NOV 1 4 2014 System Owner : Habitat for Humanity of Jefferson County SEP 12-00086; Parcel, #936 500 005 Site Address : 118 Brookside Street -Port HadLock Pump Tank Detail 23.5•installed riser 2 710'between tap of transducer♦riser °ffluent tine to hydrosplitter J 60 i•transducer *19.9"storage above high water;below inlet-t577gal; additional storage above inlet I*038ga11 1500 gal.Cotton Concrete tank: 81' 70 518' -29 gallons per inch veto set for 13.6'from with Aquaworx transducer bottom of the bell lzb-09;with shroud *57' alarm set for 13.4" from bottom of the bell. 4.5 *362 gal working volume on set 0.9"from bottom of the bell *20.5'from botto n of tank to the C bottom of the bell MAI 6 November 2014 ."tt , . 1t , l • +./'.. wit 511 2 �7 Suzanne L Mahn N t(t% N =' t EXPIR WM CD a, � Q, CD — N o, D OQ 1 —t h CD o 0 CD Cn -"m v wcn -i co cc. co 13 c 03 ' x : :j— ra ccnnm— N 0. -0 '-1" ‘llrti 7'.V44V:. 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Imurporatoti 1-8CM-348-9843 Applications General Automatic Distributing Valve Assemblies are used to pressurize Orenco's Automatic Distributing Valve Assemblies are multiple zone distribution systems including textile filters,sand mechanically operated and sequentially redirect the filters and drainfields. pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve r e-1 I coupling ( Assemblies allow the use of smaller horsepower pumps on large sand filters and draintields. For example,a large . j community draittfield requiring 300 Willi can use a six-line Valve Assembly to reduce the pump flow rate requirement crisiribuiing value to only 50 qpm. 1-11r. unite. Meer pipe (t., ii °ranee only warrants Automatic Distributing Valves when FA used in conjunction with High-Head Effluent Pumps with Top View a Biotube*Pump Vaults to provide pressure and flow requirements,and to prevent debris from fouling valve ti operation. An inlet ball valve and a section of clear pipe hall valve- I f..-, and union for each outlet are provided for a complete etbaw 491 assembly that is easy to maintain and monitor. Ideal Side View valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies(NIP-VA-1)for I EWL-1111 more information. Standard Models ' i 0.. , 71 \-i 17 ; V4402A,V4403A,V4404A,V4605A,V4606A,V6402A,V6403A, , V6404A,V6605A,V6606A. - i Bottom View Nomenclature SEWAGE DISPOSAL DESIGN V 0E1 111 A . , I ApprovelfArE,5onstruction 14,-) N.A.,trt.ottt ulos. Date nod,enec, 44 - 4400 ACTWA 12-4(nuletsl 46 4600%cries(5-6 oullcv:9 61 - 64(X)sencs(7-4(uoltio. • up .— Specifications (,) - WO sercn,(5-6 41 All lets') Dim ribu oar valve r . Materials of Construction All Finings. Sc Ii.40 PVC per ASTIVI specification Unions: Sch.80 PVC per ASTM specification Ball Valve. Sch:40 PVC lwr ASTM specification Clear Pipe, Stit 40 PVC per ASTM specification V4XXX Distill-ailing V:11VPS: 1-411-SIIVIOJItl Ill all:Ot I OSIVO ABS polymer al ii i si,iiiiless s1o4 V6XXX Disinbiaing Valves; Hif ili-stiervith neuron wive ABS polyinni,Zvi iitlf;s sltmi,and he casi motif p..,;,,■ i Page 4 of 8;Habitat for Humanity; Tank Cross Section-Not To Scale Parcel#936 500 005 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL IACCESS RISER FINISH GRADE L` TO PUMP / CHAMBER FROM SEWAGE SOURCE FLOATING MAT .- APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter SEWAGE D1SP®SAL DEi I t - SEPTIC TANK � r (TYPICAL)Apsroye5for DaCti a � SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE VALVE ff. 11 1W FROM SEPTIC Hy I o iiii■. -*TO DRAINFIELD TANK 13 it II r • — Min_360_Gallon ill I — EMERGENCY STORAGE ANTI SIPHON VALVE* HIGH WATER ALARM LEVEL —O. I' Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLU , a. Assembly ENCLOSED •UMP lir SEDIMENT SHROUD* -----...Ni, . — CHECK VALVE* 18" 1 SEDIMENTS MOW SUB ERSIBL CEN •'FUGAL ,' MP PUMP CHAMBER \ %,1 (TYPICAL) Minimum 1250 gallon Pum i ' k *as NEED • %*--' \SN,v I ovA y , ' Page 5 of 8; Habitat for Humanity; Parcel#936 500 005 • ..--. Effluent Pumps Orenco Systems' Incorporated 1-800-348-9843 • 100 _ . . Effluent Pumps •90 PEF 50 1 I PEF, PKP Series 1/3 hpto1-1/2hp PEF 100 70 III t 4. ....3...-...,........ co to p 75 PEI` ii,kh, effluent pump 50 1��_ �� � 48'of .E head I _ PEF 50 M linalallin cz 40 - -4111411111 30 �.�. .. -Rtaw, ,L: 7- iiiiiiiii-iiili II 20 t i`� i I i t._._ 10 ,., ,,. _ . .._. _,.. REP 3311! i I I )PKP 3501 0 10 25 gpm i 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 • i • Page 2 of 8; Habitat for Humanity; Parcel#936 500 005 ONSITE SEWAGE DISPOSAL s d?' SYSTEM DESIGN #, 51 2 ; it Date 2 May 2012 ='•SIC I UIC Offi btf/ta Property Owner Habitat for Humanity of East Jefferson County 2 May 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1w Subdivision Name Brookside Estates Division Block Lot(s) 5 I. CALCULATIONS If for residential use: Number of Bedrooms: 4 x 120 G.P.D.= 480 total G.P.D. • If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.20 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: f Absorption area: 2400 square feet (total G.P.D. G.P.D./ft. squared) Trench or bed width 3' feet Trench or bed length 800 lineal feet (sq. ft.+trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Recommend 1250 gallon Septic Tank - Pump Requirements (If Necessary) Elevation difference in feet 14 Friction loss 8' Pump capacity should be 25 G.P.M. at 32 T.D.H. Number of doses per day 6/8 peak Dosing volume 60 gallons Pump chamber size 1250 min gallons H:\home\pInc ntr\inf ohlth\sewd sn ' y page 3 of 8; Habitat for Humanity Parcel#936 500 005 III. DRAINFIELD CROSS SECTION Ian. f f Afr 5102, '. 7 /� �8�• Suzanne L Martin 'LYC�NS�tiri�S1GN�J3'° � / EMP1aE8]nln3 i�/ 2 May 2012 Dr in Rock NATIVE SOIL A f i E IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth 6-17 inches 1, B. - inches of drainrock below pipe • C. 24+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. 7-18" inches of fill (if needed) E. Trench width 36" inches NOTES: Reserve area may require additional treatment. Alternating valve to be installed to dose one third of the drainfield at a time. Maximum 3/16"outlet filter to be placed in the outlet baffle required. Minimum septic tank size is 1000 gallon, recommend a minimum of 1250 gallon tank recommended. Minimum 1250 gallon pump tank required. — ATTACH DETAILED DESIGN OF SYSTEM • • Page 6 of 8;Habitat for Humanity; Parcel#936 500 005 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Habitat for Humanity Site Address or Location Brookside Street(Lot 5) Tax Assessors# 936 500 005 Date 8 January 2013 Designer's Name Suzanne Martin Company Name none Phone# 360-554-0224 Property Information: Number of Bedrooms 4 Maximum Daily Flow 480 Total Absorption Area Required(Sq.Ft.) 2400 Trench Information: '' Trench Width 3' Trench Depth 6-17 Total Lineal Trench Length 800 Total Washed Drain Rock Under Lateral 6-8" Gravelless Chamber Drainfield(Yes-No) see sheet#2 TDH=40(48)feet -Residual-5' -Friction loss-21' Manifold. Lateral & Transport Information: --Transport line+/-1' Total Lateral Pipe Length 800 --Manifold&Lateral-+/-20' Lateral Spacing 6-'oc El.Difference-+/-14' +/-37 -Pump ele Transport line Length ' -D/F ie elevation-+/-119" Transport Line Pipe(Schedule) sch 40 Manifold&Laterals Pipe(Schedule) sch 40 Lateral Line Diameter • 1" Manifold Line Diameter 2" Transport Line Diameter 2" Pump Information: Residual Lateral Head(Squirt Height) ' 12=132 per lateral x ( q g ) 5 12=132 orifices Pump Size 25gpmg 48'head -44 orifices @ 0.41 gpm =18.07 (25 gpm) Dosing Information: Orifice Spacing(inches)- 6' Total Orifices 132/3 Orifice Diameter • 1/8" Total Dose Volume 60 Number of Doses Per Day 6/8 peak (- ;Y °+,� Size of Pump Tank(gallons) 1 250 + tee; Control Panel Information : 5nne mum Sumnne L Martin , EovaES v,u,3 Aquaworx IPC-1 Other Information: T Page 1 of0Habitat for Humanity; Parcel#936 500 005 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 �; - ++ SOIL EVALUATION r '-',.4., i e} 5102 '', l 7. Suzanne L Martin •'�," •Habitat for Humanity of East Jefferson County trc�as�en�scuta° '+ PROPERTY OWNER '''''ES 2/11„3 SYSTEM DESIGNER ,Suzanne Martin the soil evaluation has been taken from LEGAL DESCRIPTION: Section 11 Township 29N Range 1W Parcel # 936 500 005 a copy of a field Subdivision Name Brookside Estates Division Block Lot(s) 5 book page from file. See page 8 of 9 Date Logged: 1999 Logged By: Matthew MacLearnsberry(?) Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth - where mottling or impermeable layers occur. Log #29-0.20gpd/sf Log #30-02.0gpd/sf 0 to 6 in. Organic 0 to 6 in.Organic 6 to 32 in.Silt loam 6 to 62 in. Fine silty sand 32 to 66 in.Gravel • 62 to 72 in. Gravel to 66" in.water to 41 in. Weeping into pit Anticipated water table in. Anticipated water table 41 in. Roots to inches Site visit on 4/23/12 with Randy Roots to inches Marx established that the soil is Health Dept. Comments likely a Silty clay loam and Health Dept. Comments should be loaded at an 0.20gpd/sf loadin rate Log #32-0.20 d/sf Log #31-02.0gpd/sf g gp 0 to 6 in. Organic 0 to 6 in. Organic 6 to 39 in. Fine silty sand 6 to 47 in. Fine silty sand 39 to 72 in. Gravel 47 to 72 in. Gravel to in. to in. Anticipated water table in. , cig ticipated water table in. Roots to inches l Roots to inches;folk 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:\INFOHLTH\S00..FRM 1/00 Page 2 of.8'Habitat for Humanity; Parcel#936 500 005 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN !a'' 51 2 Date 2 May 2012 Suzanne Mar , Property Owner Habitat for Humanity of East Jefferson County 2 May 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1W Subdivision Name Brookside Estates Division Block Lot(s) 5 I. CALCULATIONS If for residential use: Number of Bedrooms: 4 x 120 G.P.D. = 480 total G.P.D. If for non-residential use, attach calculations used to determine G.P.D. Soil texture waste water application rate 0.20 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 2400 square feet (total G.P.D. G.P.D./ft. squared) Trench or bed width 3' feet Trench or bed length 800 lineal feet (sq. ft. .trench or bed width) II. APPURTENANCES Septic Tank Size 1000 min gallons Recommend 1250 gallon Septic Tank Pump Requirements (If Necessary) Elevation difference in feet 14 Friction loss 8' Pump capacity should be 25 G.P.M. at 32 T.D.H. Number of doses per day 6/8 peak Dosing volume 60 gallons Pump chamber size 1250 min gallons H:\home\pincntr infohlth\sewdsn . PA&,tFL._ 14- 9:Zto Sea (:),Os--- . P O - s:JE• . i 1991 ry 06.L, _ y --IN-11---11—I-1-__ -------NI M--■ I -Ii ----- -=-------- - -- Ali-- I 1111111111111111111111NNININIIINIM —N------- •#----1------__IIIII -----1 --Mri1i--- --1--1111111__ 1 ----�LIN--�■-■■�-----1111 -1-----------■■iri-------_ MININIIIENINININNIIIIIIIIINIMINIMIll ----- -- RMINIIIIIII-1----- ----- — ._ i1111111MINIMMINNOMIENNIMMIIN1111 r------N 1 , cn 1 ti 1 _.._ ilia=— � — -- - I T- ' - M - - x5 . ...~ _< LL/r.:✓. ,L=,.WPP .__31 �___ T t�•„_J NO.3Ci ..._ .... . 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PERMIT CENTER FOR OFFICE USE * ..tE RIDAN ST WET SEASON EVALUATION APPLICATION Date 12./79 4 fIci ' RT TOWNSEND WA 98368 Fee $ '-l'clell e- . / --/ (360) 379-4450 Receipt # Check # Case # OTH Cref -57) PROPERTY OWNER itlift? -,f/j Ai/ t RA.cliri 12 MAILING ADDRESS PHONE 4?"----7- -2--fi'-ii' l-,-.2,1::f-,‘ /-!." a,-v, qf 7_'-'..-- LEGAL DESCRIPTION Section if Township 27k,,-, Range 1 ,,, PARCEL # '''''7, Subdivision Name '''/Jfi:),/c, !IV: f....C7 '" . Division Block o SITE LOCATION ç4 - r 17: ( '4'',/Al i.('-4/1 P 13 „yy,.., ,'ii -F „4-2e tip,ty,,,fe,2 Sewage Disposal Permit Issued ,, yes X no Date Issued / / 7 / 71 Permit # SEP /ity - c„,:)..‹,/,, Op. THIS EVALUATION DOES NOT CONSTITUTE A GUARANTEE OF APPROVAL OF AN ON-SITE SEWAGE DISPOSAL PERMIT. 2)15 tS ft V1 7.7 --WSignature t,,, (.„-- ,/: ---, (... 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