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HomeMy WebLinkAboutSEP2012-00087 Jefferson County Department of Community Development � �� 621 Sheridan St., Port Townsend WA 98368, (360)379-4450)AN 1 1 2013 O. SEPTIC PERMIT APPLICATION ���' Habitat for Humanityof East Jefferson Countytr tP� PROPERTY OWNER r suza°Martin ��y''+ MAILING ADDRESS PO Box 658 Cr6@Ns�H17@s? N@Y exPfrees v„ii3 Port Townsend, WA 98368 PHONE ( 360 ) 379-2827 (Contact Jaime) SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224 LEGAL DESCRIPTION: Section 11 Township 29N Range 1W PARCEL# 936 500 006 Subdivision Name Brookside Estates Division Block Lot(s) 6 Site address/Directions to site Toward end of Brookside Street / io POO ks rdQ SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential ✓ New Tank/s only Private Residential ADU Modification_ — Public ✓ Commercial Expansion_ Community Upgrade, Repair SITE SIZE 1.46 ac SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate R .sArve Area Yes# SEP05-00073/0TI-99-49 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 6-24" in. Septic Tank size 1000 min gal. Pump Chamber size 1250 min gal. 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 application will be separately judged by the rules and laws in effect at that time. Property Owner Signature Date FOR OFFICE USE ONLY yAc1321 ra,l-e eco rzl cvlaw ‘Y)b/1 j -- I y tk Z i1 113 PARTIAL /i 7l c D ASBUILTatz f�j FIN `/15 APPROVED INSP/PUMP TEST Il/i4165 V �� t� L��r ALL HOLD REQ. MET Date Fee Rec# Check# Case#SEP ra -8.7 �'\D An*s ani Sottings\wzarne yart;n\my nno,,,,,Antp\my rnnIlmonte 7annaA.mhh2e-A.Tofforenn rountp\JOffrr, forms\Suz\2008 SPA.DOC yc JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street •Port Townsend•Washington 98368 www.jefFerson countyp ub lichealth.o rg Phone-360-385-9-444 ............................................................................... ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00087 Date Received: 07/25/12 Date Issued: 02/01/13 SITE ADDRESS: CHIMACUM RD Date Expires: 02/01/16 APPLICANT: HABITAT FOR HUMANITY PHONE: JEFFERSON COUNTY PO BOX 658 PORT TOWNSEND WA 983680658 LEGAL DESCRIPTION: BROOKSIDE ESTATES LOT 6 (UNDIV 1/6 INT IN TRACT A) SUBJ/OPEN SPACE TRACT PARCEL#: 936500006 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: 10 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. `/J( Jefferson County Environmental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00087 1.) Check the data sheet from the manufacturer of the "distributing valve" for: pump type, placement, biotube requirements, etc, 2.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 3.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 4.) Dry season installation required. 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 246-272A 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 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.) 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. 11.) 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. 12.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required and must comply with code at the time of application for use. 13.) Contact designer prior to installation for staking of drainfield area. 14.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 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 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. 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. 18.) Site plan dated 7-23-12, 2012 is consistent with Brookside Estates Plat. SEP12-00087 Page 2 of 3 \\tidemark\data\forms\F_S E P_Perm itmod.rpt 2/1/2013 19.) On August 22, 2012 staff determined the proposed septic system is outside of FEMA Flood Hazardous area. Consequently no flood elevation certificate is required. 20.) This parcel is within a no shooting area per JCC 8.50. SEP12-00087 Page 3 of 3 \\tidemark\data\forms\F_S EP_Perm itmod.rpt 2/1/2013 k iii:),<<"°. JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, P ��// ORT TOWNSEhID, ' A 9836a , <_ ASBUILT INSPECTION REPORT For RECORD DRAWI 0 (-0'' '1 Co Designer Suzanne Martin Permit # SEP 12-0008/9/h'1 Installer Shold Excavating (AJ Sukert) Parcel # 936 500 006 004,6 Electrician Reed Electric Design Flow 48Q gpd peak Property Owner Habitat for Humanity Jefferson County Site Address 148 Brookside Street-Port Hadlock Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1500 Cotton, risers, baffles & outlet filter installed 10/5/15 Pump chamber (manufacturer, size) 1500gal Cotton, risers installed, 10/5/15 Screen(s)and/or Pump Shroud (type, location) shroud in pump chamber 10/5/15 Were Tanks tested onsite for water tightness? ED/ No Panel Model Infiltrator Timer Model Aquaworx IPC 11/6/15 Pump 1 — Man./Model step 20-1/2 Flow Rate 28 qpm 11/6/15 Pump Location (i.e. garage, treatment unit, basement) in pump chamber Float/transducer settings Inches Timer from bottom of tank- On/off - 20.95 in. Functions: On 1:10 sec 410 Veto - 31.95 in. Off 120 sec/Yhr Alarm - 31.75 in. Veto On - 1:10 secmin Storage Above High Water Alarm +1-500 gal. Veto Off- 90 sec/ in hr Dose Counter Reading 0 dose/9 vdose # gallons/dose 30 gal. Elap. Time Meter Reading 0:28:57 minhrs Pump Throttled'? Yes No Dose Drawdown (in inches) 1 in. Pump 2 — Man./Model n/a 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/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 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) ZB-09; Autoclear 1 dose; 52 events; ID=05-08-2013 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 Pre-Treatment Date Insp 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 10/5/15 Orifice size 1/8" Lateral Size/schd 1" pvc sch 40 9/16/15 Barrier Material filter fabric Cover Material/Depth 14-18 9/16/15 Residual Head (lat.# & ft. Head) 63-66 pre cover pressure test with Evan N. 10/5/15 The laterals/pods were balanced 0 / No 10/5/15 Source/Manufacturer of Drainrock/Gravelless chambers cotton Drainrock Clean? Ye / No If no, what action taken? Mound/Glendon Site Prep n/a Drainfield Length 800 ft Width 3 ft Depth 6-10 inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Health Department Inspection issues resolved 0 No / NA If yes how? concerns about the drainage were alleviated by excavating the ditch deeper and extending it so that the water is distributed throughout the ditch Users Manual Provided to Homeowner emailed to Habitat Date 11/06/15 Tank/component Decommissioning Report Attached Yes / No / NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED 'BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED lry JEFFERSON COUNTY (DATE) OR THAT Cl-IANES HAVE 'BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE win( WAC 246-272. 11),l� Nov 5100342 ��'' ` �'►+ Designer Signature Date License # 5 2 �'�'e is Suzanne L Martin '.?i l) "li Stirir 1'N X 1' H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 J &, l‘ , 4 #4, A 1 11 40# 4 Fr , m a, m co m N n ] � 4. r N :O .' 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N �.� m Nr m CD co rnaC � cnm 3 J �,n 0CD -0 O (n N N co D- -Jcp O CD 03-, cn m 13 I , n ti O zm cmc o CD f s° 'A / 000 co w a) T .� \'.'."), �. v T m IV o � 5 CD ;4' 1 0 0 0 D Page 4 of 8;Habitat for Humanity; Tank Cross Section- Not To Scale Parcel#936 500 006 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL 1 ACCESS RISER -11 r I FINISH GRADE ta-- � - IIIII6L 11 L -1 TO PUMP / �, "-' CHAMBER F.- FROM FROM SEWAGE SOURCE FLOATING MAT 1, APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter JAN 12O' SEPTIC TANK (TYPICAL) SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE VALVE * rI FROM SEPTIC I1 i•Im A " TO DRAINFIELD TANK L \ Min_360_Gallon , 11 ' EMERGENCY STORAGE , ANTI SIPHON VALVE * HIGH WATER ALARM LEVEL f Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLUME Assembly ENCLOSED PUMP v SEDIMENT SHROUD* — CHECK VALVE* 18" SEDIMENTS ''_ I I SUBMERSIBLE CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) W\ AS NEEDED Minimum 1250 gallon pump chamber V Page 5 of 8; Habitat for Humanity; Parcel#936 500 006 • .:-. Effluent Pumps Orenco Systems` Incorporated 1-800-348-9843 100 Effluent Pumps 90 PEF150 PEF, PKP Series le ,I I1/3 hpto1-1/2hp 80 1 PEF 100 1 Ili I__ 70 ' i 16 tO z 60 1111 © ilE effluent pumpI I CI 116114 tv 48'of i . head C PEF 50 0 40 ti 111 .‘1111111111141111111 ‘1 30 1111 l 20 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 10 r ! PKP 350 [ PEF 3311 0 10 2125 gPm 0 40 50 60 70 80 90 Net Discharge,gpta NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 page 7 of 8; Habitat; lot parcel#936 500 006 d '•t:. ,,„‘#' Submittal '‘,.„-'-',i Distributing Valves Data Sheet Drente Systems' l'eurpoteted _ 1-800-348-9843 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 1 I coupling Assemblies allow the use of smaller horsepower pumps ,. .., , on large sand filters and drainfields. For example,a large ,. . , I _a .!, ,o, a i community drainfield requiring 300 gem can use a six line Valve Assetribly to reduce the pump flow rate requirement Oit‘trinuting value t ^ to only 50 gpm. e.Fig union cleat pipe - ' : (Irene()only warrants Automatic Distributing Valves when used in conjunction with High-Head Effluent Pumps with Top View Pump Vaults to provide pressure and flow . . requirements,and to prevent debris from fouling valve , I •0 operation. An inlet ball valve and a section of clear pipe b,iiivariai- --/: - I and union for each outlet are provided for a complete elbow ,a4 assembly that is easy to maintain and monitor. Ideal ,131. Side View valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies(NTP-VA-1)for more information. elbows Standard Models i I It,: ,`Q 1440...1 ; ...1 , \,,Ii'. :f-7 V4402A,V4403A,V4404A,V46054 V4606A,V6402A,V6403A, V6404A,V6605A,V6606A. 7 tzi_1 1 notitom View Nomenclature V U0 Da A [ 11.,d,c.tics asmitoltly Nornhel ill activc.mulcts ,\ ,,\‘‘ 1 1 70 Model serie,s 44 = 441X1 .'ei•b:s 12-4 oottct\) 40 4010...11es 41 - Gltill‘-enes(2."'i 4,1010, Specifications 46 - (t6tX/,t-ortc,45-4 I All lel S 1 Disarihniair viii‘i• . . ,,, .. . . . ..... „ Materials of Construction Alt Finings. Sch.40 PVC per ASTM specification Unions: Sc Ii.80 PVC per ASTM specification Ball Valve: Sch,40 PVC per ASTM specification Clefir Pipe: St:1L 40 PVC per ASTM specification V4XXX Drso du ging Vfilves: High-strongili noncorrosive ABS pi ilynit ir am! iii di .steel %XXX Oise it,i ding Valves: High-strength nor worro,Livri ABS pi ily1110f,Si7IfilkfcS 0:01,anti die c:ca iniii.il .f..•,z,o 4-..., ,, page 8 of 8; Habitat; lot 6; parcel#936 500 006 Distributing Valves (continued) V660fA i µ ri ,r.- ,to 25 1 -- --- »....,.........:_.2....« V4400A ;,�'' $/�'3 6400 07 I A . 15 V4fOOA _;. 3 (i) 10"' __ _ __..» _ } J -= € ;2.1 �-„N 1 1 .Tr3,i ( n . , . I i t i�` i,.},.tt,i.++� t„.3 ,., „ ,..t 1;t f t.i,t F i 1t-.t s ,t. ,F i + I t f,4, - i t-+-4 0 i 1 1 1 ' I i ii 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow(qpm) Model Inlet Size lin.) Outlets Size(in.) Flow range(gpm) Max Head{ft.} Min.Enclosure V4402A 12 ... 1.25...__. 10-40.W_..._..___ 170 ._. ...... V11217 V4403A 125 .............._125 104 . 170 V81217 V4404A 125 1.25 10-40 170 1181217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A 1.25 1.25 10-25 170 RR2418 V6402A 1.5 1.5 15-100 345 RR2418 V6403A 1.5 1.5 15-UV 345 RR2418 V6404A 1.5 1.5 15-100 345 RR2418 V6605A 1.5 1.5 15-100 345 RR2418 V6A 1.5 1.5 15-100 345 RR2418 NSU-SF-VA-1 Rev.3,€f,:cJ 4/03 Page 2 et 2 Page 2 of 8; Habitat for Humanity; Parcel#936 500 006 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN 5, 2 d s►I ' j Z' Suzanne,Martin ' ++I Date 8 May 2012 •Giceu Kn73� my u„n3 Property Owner Habitat for Humanity of East Jefferson County 8 May 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1W Subdivision Name Brookside Estates Division Block Lot(s) 6 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 AN 11 2013 (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 35 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\infohlth\sewd sn page 3 of 8; Habitat for Humanity Parcel#936 500 006 III. DRAINFIELD CROSS SECTION 40: 44 4 • - y Ail 5 1 / i 1 // ow�aes vena D / 8 May 2012 Doa:.. Rock NATIVE SOIL A B F E i C IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth 6-24" inches B. 6-8 inches of drainrock below pipe C. 24+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. 2-18" 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 ata 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#936 500 006 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Habitat for Humanity Site Address or Location Brookside Street(Lot 6) Tax Assessors# 936 500 006 Date 2 May 2012 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 JAN 11 2013 Trench Information: Trench Width 3' Trench Depth 6-24" Total Lineal Trench Length 800 Total Washed Drain Rock Under Lateral 6-8" TDH=32(48)feet Gravelless Chamber Drainfield (Yes-No) no -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-+/-6' -Pump On-+/-104' Transport line Length +/-3' -D/F ie elevation-+/-110" 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: -6'spacing-11 per lateral Residual Lateral HeadS uirt Height)( q g ) x 12=132 orifices with Pump Size 2Sgpm@ 48' head hydrosplitter,split 3 ways -44 orifices @ 0.41 gpm =18.04(25 gpm) Dosing Information: Orifice Spacing(inches)- 6' Total Orifices 132/3=44 per dose Orifice Diameter • 1/8" Total Dose Volume 60 Number of Doses Per Day 6/8 peak �i ,� Size of Pump Tank(gallons) 1250 S 02 Control Panel Information • i Suzanne L Martin •'�,�1 " tiB@ 1'NEk"' !t EXPIRES In tn3 Aquaworx IPC-1 Other Information: s Page 6 of 8; Habitat for Humanity} Parcel#936 500 006 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Habitat for Humanity Site Address or Location Brookside Street(Lot 6) Tax Assessors# 936 500 006 Date 2 May 2012 Designer's Name Suzanne Martin Company Name none Phone# 360-554-0224 Property In formation: Number of Bedrooms 4 Maximum Daily Flow 480 Total Absorption Area Required(Sq.Ft.) 2400 Trench Information: Trench Width 3' Trench Depth 6-24" Total Lineal Trench Length 800 Total Washed Drain Rock Under Lateral 6-8" TDH=22(30)feet Gravelless Chamber Drainfield (Yes-No) no -Residual-5' -Friction loss-11' Manifold. Lateral & Transport Information: --Transport line+/-1' Total Lateral Pipe Length 800 --Manifold&Lateral-+/-10' Lateral Spacing 6-'oc El. Difference-+/-6' -Pump On-+/-104' Transport line Length +/-3' -D/F ie elevation-+/-110" 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: -6'spacing-11 per lateral Residual Lateral Head (Squirt Height) 5' x 12=132 orifices with Pump Size 25gpm(a30' head hydrosplitter,split 3 ways -44 orifices @ 0.41 gpm =18.04(25 gpm) Dosing In formation: Orifice Spacing(inches)- 6' Total Orifices 132/3=44 per dose Orifice Diameter • 1/8" Total Dose Volume 60 tipNumber of Doses Per Day 6/8 peak i' Size of Pump Tank(gallons) 1250 1„7,- Control Control Panel Information : 4. Su28nfSLMa"in •i N ti Hg EXPIRES 2/1,/13 Aquaworx IPC-1 Other Information: t Page 5 of 8; Habitat for Humanity; Parcel#936 500 006 • ::: Effluent Pumps Orenco SystemsIncorporated 1-800-348-9843 100 r____ ____ _. Effluent Pumps 90 PEF 150 I 1REF, PKP Series — 1/3 hp tot-1/2hp 1 80 PEF 100] 70 5 3 S 1 lintPEF 75 I 1 1 = 50 . V F a.� „PEF 50 1 .._._.�..___w.. 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CA w rn c m- 3 m m D SEP 12-00087 Lot 6; Brookside Estates The intention of this septic permit application is to provide a 480gpd On-Site Sewage Disposal system for a single family residence There are previous septic permit application on this parcel. This permit application includes much of the information that was the basis for the previous applications. The previous soil evaluation and wet season evaluation by Maclearnsberry and reviewed by Linda Atkins of Jefferson County Public Health(JCPH)were utilized. The original design was for a sand filter with reduced drainfield. This permit application did not use this option, instead a site visit with Randy Marx of JCPH established a soil application rate of 0.20 gpd/sf with no sand filter. 4 e- S � EP 262012 !'i--it.,,' i""' OJ Hichz1 67 .. NTY PERMIT CENTER SOIL EVALUATION SAN ST uWNSEND WA 98368 j ,..j379-4450 t PROPERTY OWNER Jim & Janice Bishop and Charles Seil SYSTEM DESIGNER Mathew C. MacLearnsberry, PE LEGAL DESCRIPTION: Section 11 Township 29 Range 01W Parcel # 9365-00-006 Subdivision Name Brookside Estates Division --- Block --- Lot(s) 6 Date Logged: September 15, 1999 Logged By: Mathew C. MacLearnsberry Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 (25) = 1"nA:n SOIL LOG #2 (26) - 0 to 8 in. Organic 0 to 7 in. Organic 8 t0 34 in. Silty Loam 7 tO 58 in. Fine Silty sand 34 to 72 in. Gravel 58 tO 72 in. Gravel to in. to in. Anticipated water table 65 in, Anticipated water table 36 in. Roots to 8 inches Roots to 7 inches Health Dept. Comments Health Dept. Comments SOIL LOG #3 (27) PAvvvwma SOIL LOG #4 (28) 0 to 7 in. Organic 0 tO 7 in. Organic 7 t0 34 in. Silty loam 7 to 52 in. Fine, silty loam 34 to 59 in. Gravel 52 to 72 in. Gravel to in, to in. Anticipated water table 59 in. Anticipated water table 6o in. Roots to 7 inches \ Roots to 7 inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 to in. to in. a 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 E Health Dept. Comments Health Dept. Comments H:\\\INFOHLTH\SOIL.FRM Page 2 of 8; Habitat for Humanity; Parcel#936 500 006 ONSITE SEWAGE DISPOSAL ,► SYSTEM DESIGN ehvf '.L tiff /b 5102 'R`+► I' Suzanne L Martin '.,�fr Date 8 May 2012 • .. us sn�r N a- ►r EXPIRE$Yf.ii3 Property Owner Habitat for Humanity of East Jefferson County 8 May 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1W Subdivision Name Brookside Estates Division Block Lot(s) 6 1. 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 35 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\sewd sn lo ;\ N I� , r k its ' I� O 'i , �? c� 'O o �C, ro 0 j o I o i o v , - \ ,Q n i !t i- !� I i } O ip 4 jtl iW�ice. !� i i � +� IN N . I I % �, N 'N to i a 1_!W -I,t2 i\ o ,___ __1^_±_i_' lee �i� lN i iap i� qty itV ' ! ' N-N1 ins y i i 1 �e ?, I � I � � tP � I -7----I--H-_ I _c- -� -�- Imp R, -j--- 1'0\ I I ! �Z i LC ! ! I I P i� le IN. 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SOIL DESCRIPTIONS BROOKSIDE BISHOP BROTHERS Organic Porous Silt Loam moderate subangular blocky Topsoil Permeability 0.4 - 0.6 in/hr Soil Dense Silt Loam strongly angular blocky Classification Permeability 0.2 - 0.3 in/hr 5 Soil Medium Gravel Classification Sieve Percent Passing Sieve +-3% 1 A No. 4 (4.7mm) 63% No. 10 (2.0mm) 46% No. 40(0.42mm) 11% No. 200(0.074mm) 4% Permeability>20 in/hr P • ------_________________________ Z co up 03 Cil 1 o ..-• cn :.• ul .... I * 1 1 0, na I .. ' STREAM `i's. 8 UF-F- ER LIMITS Z _N. CD 2 .. II - --,J - 0 0 ' \ . A NJ 7, M ° M * (TYP) z, 1–..-- 35.1' cn , > e——..... z . 4 ————MEMO =NW 11 . .E, .=-._•- •..--= _ .•-•.= --I 73 j Q2._ i .........,,,.. ... ......,,,,. .ici....... _ ,.„„ 4 ,_,' cn 0 co _ 0 . • _co_ _ ___ _ . _ — ,--_,. --1 0, n.Q) ,a,k—i > ?A p) jp,,,1 , , - -1.-: ''',.17; •b __, --- 1 c I--- x cn cv rrl 4. o1 ......,.. uTh- ni -- 1 0 -e-:- ...‘"0 0, in I Li40 0... ,..,‘,,c- _,.. .... —_...----------- 0 —4 o 0 *r•* =-7‘ ,(-, 77 L..) 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Application Rate 0.20 gal./sq.ft./day Drainfield Length 800 ft. Trench Width 3" ft. Trench/Bed Depth 6-24" in. Septic Tank size 1000 min gal. Pump Chamber size 1250 min gal. 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 application will be separately judged by the rules and laws in effect at that time. Property Owner Signature n Date n'y� FOR OFFICE USE ONLY-�' l I e Eico t 1.K �""" ,Y)6/{o lk113 lt/ I J PARTIAL C1,r 7/1 C ` D ASBUILTan /01/6- FINAV APPROVED INSP/PUMPTESTi1/l f5 / tOtl".t:l-`S ALL HOLD REQ. MET Date Fee Rec# Check# Case#SEP la --F7 r•\n antes a^d Sattin7 \S»7arno Martin\My p,,,,mentsVny ^^„mo^*� va ^�\^hh�^\r4ffor ^ C^rnty\7.ffro forms\Suz\2008 SPA.DOC w,. JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street •Port Townsend•Washington •98368 www.Jefferson countyp ub ticheaIth.o rg 'hone 3b1-385-9444—F x 3bU-3/9-44ts/ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT#: SEP12-00087 Date Received: 07/25/12 SITE ADDRESS: CHIMACUM RD Date Issued: 02/01/13 Date Expires: 02/01/16 APPLICANT: HABITAT FOR HUMANITY PHONE: JEFFERSON COUNTY PO BOX 658 PORT TOWNSEND WA 983680658 LEGAL DESCRIPTION: BROOKSIDE ESTATES LOT 6(UNDIV 1/6 INT IN TRACT A)SUBJ/OPEN SPACE TRACT PARCEL#: 936500006 Section: 11 Township: 29N Ranqe: 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: 10 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. Jefferson County Environmental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00087 1.) Check the data sheet from the manufacturer of the "distributing valve" for: pump type, placement, biotube requirements, etc, 2.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 3.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per state code WAC246-272A-0250. 4.) Dry season installation required. 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 246-272A 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 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.) 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. 11.) 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. 12.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required and must comply with code at the time of application for use. 13.) Contact designer prior to installation for staking of drainfield area. 14.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 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 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. 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. 18.) Site plan dated 7-23-12, 2012 is consistent with Brookside Estates Plat. SEP12-00087 Page 2 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 2/1/2013 19.) On August 22, 2012 staff determined the proposed septic system is outside of FEMA Flood Hazardous area. Consequently no flood elevation certificate is required. 20.) This parcel is within a no shooting area per JCC 8.50. SEP12-00087 Page 3 of 3 \\tidemark\data\forms\F_SEP_Permitmod.rpt 2/1/2013 , .ar . • I ,` ' JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSE D A 9836 ASBUILT INSPECTION REPORT For RECORD DRAWIr �'`so "w, Designer Suzanne Martin Permit # SEP 12-0008'W/6;/10, Installer Shold Excavating (AJ Sukert) Parcel # 936 500 006 00/x6 Electrician Reed Electric Design Flow 480 gpd peak Property Owner Habitat for Humanity Jefferson County Site Address 148 Brookside Street-Port Hadlock Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1500 Cotton, risers, baffles&outlet filter installed 10/5/15 Pump chamber (manufacturer, size) 1500gal Cotton, risers installed, 10/5/15 Screen(s)and/or Pump Shroud (type, location) shroud in pump chamber 10/5/15 Were Tanks tested onsite for water tightness? ED, No Panel Model Infiltrator Timer Model Aquaworx IPC 11/6/15 Pump 1 — Man./Model step 20-1/2 Flow Rate 28 qpm 11/6/15 Pump Location (i.e. garage, treatment unit, basement) in pump chamber Float/transducer settings Inches Timer from bottom of tank- On/off- 20.95in. Functions: On 1:10 sec in Veto - 31.95 in. Off 120 sechr Alarm - 31.75 in. Veto On - 1:10 secmin Storage Above High Water Alarm +/-500 gal. Veto Off- 90 sec in hr Dose Counter Reading 0 dose/9 vdose # gallons/dose 30 gal. Elap. Time Meter Reading 0:28:57 min IQ Pump Throttled? YesNo Dose Drawdown (in inches) 1 in. Pump 2 — Man./Model n/a 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/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 the info in this table for each and attach. Other Timer functions & settings (e.g. override on/off) ZB-09;Autoclear 1 dose; 52 events; ID=05-08-2013 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 . a Pre-Treatment Date Insp 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 10/5/15 Orifice size 1/8 Lateral Size/schd 1"pvc sch 40 9/16/15 Barrier Material filter fabric Cover Material/Depth 14-18 9/16/15 Residual Head (lat.# & ft. Head) 63-66 pre cover pressure test with Evan N. 10/5/15 The laterals/pods were balanced ©e / No 10/5/15 Source/Manufacturer of Drainrock/Gravelless chambers cotton Drainrock Clean? Ye / No If no, what action taken? Mound/Glendon Site Prep n/a Drainfield Length 800 ft Width 3 ft Depth 6-10 inches Caps for measuring residual head stored (location) COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional sheet(s) if necessary Health Department Inspection issues resolved © No / NA If yes how? concerns about the drainage were alleviated by excavating the ditch deeper and extending it so that the water is distributed throughout the ditch Users Manual Provided to Homeowner emailed to Habitat Date 11/06/15 Tank/component Decommissioning Report Attached Yes / No/ NA Installer Certification attached/signed Yes / No ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer I CERTIFY TUE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, T}fE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED lryJEFFERSON COUNTY (DATE) OR THAT CHANGES }-AVE BEEN NOTED AND THE SYSTEM IS IN COMPLIANCE WITH WAC 246-272. 510.1, Nov / ( 5100342 ‘4.tote ' Designer Signature Date License# 51001,342 Suzanne L Ma rirniroNor ) ttH:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 ' \rty y- E o m c 4g, to cfl E a))co �Ws F– -c = mc) co u) E u) W _oou) v_ '' W o 7 uu) o s LL mT. .o � � m p II C o 3 0 o CD m off // r UilHH Jmwa, . mooavi < J � e `m � m ego () H � N U = a -. u) O w h' < o 2 o o > ,% . 0 0 \, � U 22 � `� z O O h 0 Q v.1 ":•:, .BROOKSiD. g3TREttf f $ Q. .k F Lr p `� c. �' v 00� E it Er —ov 1 0 0 o �; 13 r0�, a) U CO Lin Lin Lin Lo ilio 4' } MI - ,1� Vid m } 0 a) 0 - U , 4- i X1O �N ,,......-��� Z co C 0 .4_ a , � ♦ jNQ N N N L U - 4 4) OD 1' QC Cl- ii UI -44 aLI U a) C F 0 N . m 1-) 0 MI O 0 d co 'pot n E al ' U a M�� • V1L /I S .. lire ' a) C Of I a) U 0• '4 ;# oo v Dia Page 4 of 8;Habitat for Humanity; Tank Cross Section-Not To Scale Parcel#936 500 006 (For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.) SECURED LID WITH GAS TIGHT SEAL 1 ACCESS RISER Nil i FINISH GRADE j _\j__ 7 R - / �-_ TO PUMP a ~ %r- CHAMBER FROM SEWAGE / SOURCE FLOATING MAT APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter ______ SEPTIC TANK (TYPICAL) SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER NN SERVICE FINISH GRADE VALVE Htlii 1./ FROM SEPTIC - m 1 I I -*TO DRAINFIELD TANK \ Ill — Min_360_Gallon I EMERGENCY STORAGE ANTI SIPHON HIGH WATER ALARM LEVELI VALVE * Aquaworx Transducer NORMAL TIMER OFF LEVEL WORKING VOLUME 'I Assembly ENCLOSED PUMP 11 v 1 ; -4 SEDIMENT SHROUD* CHECK VALVE Ig" �� — SUBMERSIBLE SEDIMENTS CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) 2 U•)\ • *AS NEEDED Minimum 1250 gallon pump V chamber Page 5 of 8;Habitat for Humanity; ' Parcel#936 500 006 osi Effluent Pumps edSystems' 1-800-348-9843 100 . .. , _ _ . __ Effluent Pumps m 90 PEF 50 = Ii PEF, PKP Series 1/3 hp to 1-1/2 hp 80 PEF 100 S ._.._ ______ ._ 1.. ___._ L...._.....___. ... •___...._....... ._.._._...__.._...._4._.___. ..... __.__..._. 70 i I 4.0 -- 60 PEF75 effluent pump __. 0 �z ! . 048of ' head 3 PEF 501 1 040 - •} a l 1 I4 j 30 . r _m_ __,____..__.., ._._.____._,_s__: _.__ _ 20 • i 1 ._......_.4.___..,.._...........:«_._...__......_.__...._.__._._._._.._............_.......:_ ..i._._.......__._.:... ................_...._•_ .._... ..... _...._....._.._... _..__.. • • • PKP 350 PEFi11 0 10 2125 gpm 0 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 page 7 of 8; Habitat; lot parcel#936 500 006 • • Dal N. Submittal 1111 istributing Valves Data Sheet Ovens*Systems' imurPorated 1-8CM-348-9843 Applications General Automatic Distributing Valve Assemblies are used to pressurize Orenco's Automatic Distributing Valve Assemblies are multiple mime 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 8- I 1 coopling Assemblies allow the use of smaller horsepower pumps ', - ' on large sand filters and drainfields. For example,a large '0 1 'u community tirainfield requiring 300 gpm can use a six-line Valve Assembly to reduce the pump flow rate requirement aisuibtaing vaive to only 50 goat. —18 ',,- union clear pipel !,, , , Orenco only warrants Automatic Distributing Valves when . 0- used in conjunction with High-Head Effluent Pumps with Top View Biotube"'Pump Vaults to provide pressure and flow .... requirements,and to prevent debris from fouling valve . e- , , -. operation. An inlet ball valve and a section of clear pipe haavalve-- ‘. -' 0 I I. r and union for each outlet are provided for a complete elbow assembly that is easy to maintain and monitor. Ideal Side View valve location is at the high paint in the system. Refer to Automatic Distributing Valve Assemblies(NTP-VA-1)for I- -, more information. , E.,.., i-1,113 , ,,,,I, . , #4 elbows t4 :T----,- Standard Models ' I ..q,„7817.:1 -4 g-- V4402A,V4403A,V4404A,V4605A,V4606A,V6402A,V6403A, sillirJ 1 V6404A,V6605A,V6606A. , IV - . Uottom View Nomenclature V OD CT A rifikw.,,„,,..„..mbly ,,t.,,, Nm„hc,0„di,c inflicts ,\I:\ ' Mocici.4:110., 44 - 4400;:i:olc:412-1()taiiti,i 40 4000 wiles(5.6(no tos t ... 04 - 0400% F4hoi(?.4 inflicts) ...0 ... Specifications 60 - 66(X)svrtes(.5-6 i MI it,".1.%) Disinho toy.k'ahl„. fr , Materials of Construction All Fittings' Sch,40 PVC per ASTM specification Unions: Sch.80 PVC per ASTM specification Ball Valve: Sch.40 PVC per ASTM specification Clear Pipe. Sch,40 PVC per ASTM specification V4XXX Distill];aloft Valve,i. Hiali-seentoll nonciionsive ABS pi dynes ail(I NI,Iiitlf.,,s,;stool Vt3XXX Di ihtitirif I Valves: Hl-SiriliiilihtlOf icorr(),;ivi!ABS polynml,stintlw,s 0?,01,:Ind iho ca:4 mil,,,l page 8 of 8; Habitat; lot 6; parcel#936 500 006 Distributing Valves (continued) t --E , 1 , 1 - .----H-:' ' „ lj2st— 20 V4400A y �° V6400A .*- 15 V4600A _ t ._ --s 1 H 10 1o t n i i .W • 5 ,... 0 - - -t-r-i.-t_. t r-i 1 i.,.f—j f 1..t..t..1 t i t tt t i t f f,t ..+AF € r aa t }—tv _t-4—{ f 1 1 s 1 G 1 3 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow(gpm) Model Inlet Size(in.) Outlets Size(in.) Flow range(gpm) Max Head(ft-) Min.Enclosure V4402A 15_.._._. 1.25 10-40 _ .170 .... ..._. .... V81217 V4403A 1.25 1.25 10.40 170 V81217 V4404A 125 1.25 10-40 170 V81217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A _... .. ... 1.25 1.25 10- _... .... 170 .... ... . .RR2418... V6402A 1.5 1.5 15 100 345 RR2418 ,......_. V6403A 1.5 1.5 15-100 345 RR2418 V6404A 1.5 1.5 15 100 345 13112418 V6605A 1.5 1.5 15-100 345 11112418 V6606A 1.5 1.5 15-100 345 11132418 NSU-SF-VA-I Rev.10.Vie}41 Page 2 of 2 Page 2 of 8; Habitat for Humanity; Parcel#936 500 006 ONSITE SEWAGE DISPOSAL ='a SYSTEM DESIGN 8 May2012 5;+ z^ •�' Date :-quet,���m MarNee" 'et oox�mins Property Owner Habitat for Humanity of East Jefferson County 8 May 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1W Subdivision Name Brookside Estates Division Block Lot(s) 6 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. squared11 (see page 214 of the EPA Design Manual) JAN 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 36 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 q� H:\home\pincntr\infohlth\sewd sn page 3 of 8; Habitat for Humanity Parcel#936 500 006 III. DRAINFIELD CROSS SECTION del: fr***4.4% 51 2 Suzanne L Marlin A ti EPIPES vvt3 D I 1/7/I/L 8 May 2012 ct_5 Dr»i« Recto NATIVE SOIL A B IMPERMEABLE MATERIAL/ SEASONAL SATURATION A. Trench Depth 6-24" inches B. 6-8" inches of drainrock below pipe C. 24+ inches of vertical separation from trench bottom to impermeable material/seasonal saturation D. 2-18" 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#936 500 006 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Habitat for Humanity Site Address or Location Brookside Street(Lot 6) Tax Assessors# 936 500 006 Date 2 May 2012 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 e'S1 2013 Trench Information: Trench Width 3' Trench Depth 6-24" Total Lineal Trench Length 800 Total Washed Drain Rock Under Lateral 6-8" TDH=32(48)feet Gravelless Chamber Drainfield(Yes-No) no -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-+/-6' -Pump On-+/-104' Transport line Length +/-3' -D/F ie elevation-+/-110" 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: -6'spacing-11 per lateral Residual Lateral Head(Squirt Height) x 12=132 orifices with Pump Size 25gpm@ 48'head hydrosplitter,split 3 ways -44 orifices @ 0.41 gpm Dosing Information: =18.04(25 gpm) Orifice Spacing(inches)- 6' Total Orifices 132/3=44 per dose Orifice Diameter • 1/8" Total Dose Volume 60 Number of Doses Per Day 6/8 peak /- ',, Size of Pump Tank(gallons) 1250t. 51o63a2x• '•,��, Control Panel Information : .f. SuzCanneL Martin uwra ivi3 Aquaworx IPC-1 Other Information: Page 6 of 8;Habitat for Humanity! Parcel#936 500 006 Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Habitat for Humanity Site Address or Location Brookside Street(Lot 6) Tax Assessors# 936 500 006 Date 2 May 2012 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 In formation: Trench Width 3' Trench Depth 6-24" Total Lineal Trench Length 800 Total Washed Drain Rock Under Lateral 6-8" TDH=22(30)feet Gravelless Chamber Drainfield(Yes-No) no -Residual-5' -Friction loss-11' Manifold. Lateral & Transport Information: --Transport line+/-1' Total Lateral Pipe Length 800 —Manifold&Lateral-+/-10' Lateral Spacing 6-'oc El. Difference-+/-6' -Pump On-+/-104' Transport line Length +/-3' -DIF ie elevation-+/-110" 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: -6'spacing-11 per lateral Residual Lateral Head(Squirt Height) 5' x 12=132 orifices with Pump Size25gpm@ 30'head hydrosplitter,split 3 ways -44 orifices @ 0.41 gpm Dosing In formation: =18.04(25 gpm) Orifice Spacing(inches)-, 6' Total Orifices 132/3=44 per dose Orifice Diameter • 1/8" Total Dose Volume 60 ;�,� Number of Doses Per Day 6/8 peak 'h��� Size of Pump Tank(gallons) 1250 •°^T'y Control Panel Information : 7,, Suzanne L Martin , + eENSOMSialff +t EXPIRES Yf t/t] Aquaworx IPC-1 Other Information: • i Page 5 of 8; Habitat for Humanity; Parcel#936 500 006 cm Effluent PumpsIncorporated 1-800-348-9843 11 100 i • Effluent Pumps 90 PEF 750 ? i PEF, PKP Series _ ' • • • 1/3 hp to 1-1/2 hp 80 • • PEF10f( • 70 - ' • 1 *CO • 4. us 60 i I = PEF 75 1 as Z . 50 • • PEF 5a 1 aft p1 effluent pump 3 I ? as 1 0 I-- i 30'ofF3 head ; Ili • • r i • I ! • 10 • ; i i 1 1 PKP 350 iPEFi71) 0 I . i 1 0 10 2125 gpm 0 40 50 60 70 80 90 Net Discharge,gpm NDW-PC-PEF-1 Rev.5.0,©9/04 Page 1 of 1 EL.. 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II III lialliiiiiiii al I ')hiiiii_ en a) 0 �..,[• CD n 3 m v m c Ub OO !\ O U c 0 O O J ma v cD SEP 12-00087 Lot 6; Brookside Estates The intention of this septic permit application is to provide a 480gpd On-Site Sewage Disposal system for a single family residence There are previous septic permit application on this parcel. This permit application includes much of the information that was the basis for the previous applications. The previous soil evaluation and wet season evaluation by Maclearnsberry and reviewed by Linda Atkins of Jefferson County Public Health(JCPH)were utilized. The original design was for a sand filter with reduced drainfield. This permit application did not use this option, instead a site visit with Randy Marx of JCPH established a soil application rate of 0.20 gpd/sf with no sand filter. t rm(-.t�: l "," 0u H 4 IvA—r t . L'''' ; ,,.,. ..f.;.«.... cSC-t0 "art Ems, y,,, NTY PERMIT CENTER . ,SAN ST SOIL EVALUATION so-, OWNSEND WA 98368 ,,379-4450 PROPERTY OWNER Jim & Janice Bishop and Charles Seil SYSTEM DESIGNER Mathew C. MacLearnsberry, PE LEGAL DESCRIPTION: Section 11 Township 29 Range 01W Parcel # 9365-00-006 Subdivision Name Brookside Estates Division --- Block --- Lot(s) 6 Date Logged: September 15, 1999 Logged By: Mathew C. MacLearnsberry Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 (25) ::- PAA:vn SOIL LOG #2 (26) 0 tO 8 in. Organic 0 to 7 in. Organic 8 tO 34 in. Silty Loam 7 tO 58 in. Fine Silty sand 34 tO 72 in. Gravel 58 tO 72 in. Gravel to in. to in. Anticipated water table 65 in. Anticipated water table 36 in. Roots to 8 inches Roots to 7 inches Health Dept. Comments Health Dept. Comments SOIL LOG #3 (27) Pn�iv `° SOIL LOG #4 (28) 0 tO 7 in. Organic 0 tO 7 in. Organic 7 tO 34 in. Silty loam 7 tO 52 in. Fine, silty loam 34 tO 59 in. Gravel 52 tO 72 in. Gravel to in, to in. Anticipated water table 59 in. Anticipated water table 60 in. Roots to 7 inches Roots to 7 inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 to in. to in. to in. to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches YHealth Dept. Comments Health Dept. Comments H:\\\INFOHLTH\SOIL.FRM Page 2 of 8; Habitat for Humanity; Parcel#936 500 006 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN It1 h. ;F .•. /1 • 546542 Date 8 May 2012 iZ Susanne L Martin [xw. vivi3 Property Owner Habitat for Humanity of East Jefferson County 8 May 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1W Subdivision Name Brookside Estates Division Block Lot(s) 6 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.O. _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 35 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:\heme\pincntr\infohlth\sewd sn f O \ t n, � a n IO. !t\ IN\ iO L$ n i0 z, b 1 `£ " , 'o c Ili v ' 1\ iv 1 k ro o� •il` ,0 !'• !O ;,� a 0 i i ice` IN 1 i i N i i iR~i i iC iii ! 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I I v) 1 i � 1 1 "t EN= 1 (\)) — MR 1 W 1 } ,.* SOIL DESCRIPTIONS BROOKSIDE BISHOP BROTHERS Organic Porous Silt Loam moderate subangular blocky Topsoil Permeability 0.4 - 0.6 in/hr Soil Dense Silt Loam strongly angular blocky Classification Permeability 0.2 - 0.3 in/hr 5 Soil Medium Gravel Classification Sieve Percent Passing Sieve+-3% 1 A No. 4 (4.7mm) 63% No. 10 (2.0mm) 46% No. 40(0.42mm) 11% No. 200(0.074mm) 4% Permeability>20 in/hr \\; co , t , o, ��\ < O cY - I o a 0�.0 c v Z < Z o 0-o c._ O Q �fY ¢� oci- �_0 1- X ZW o n..0 W w Q 1-- ocrn^ -oma a> 0 Q W Z� w 0 vo) h = ocoi c (n = id O M _ 0 CCLL �\ � � �' a3wnssd , w �-r6 0d N 1 I \mss \_� c�� � . 's:"9a..� e a Y '�•1"Y. e ;5`�,arr:ik:I i h ;°�.` ,s.," ,�. 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