Loading...
HomeMy WebLinkAboutSEP2012-00085 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 /a , SEPTIC PERMIT APPLICATION - � -�;'+ PROPERTY OWNER Habitat for Humanity of East Jefferson County s� sod e tt Suzanne L Martin +) MAILING ADDRESS PO Box 658 trc tss.n3srct+ar E%PIRES b,1113 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# 936500004 Subdivision Name Brookside Estates Division Block Lot(.s�)) 4 Site address/Directions to site Chimacum Rd to Redeemer Rd,South on Brookside Street mot' ` K.) `3eAp 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 +1-1.36ac SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate RPCPrve Area Yes# SEP12-00085 Alternative ✓ Redesign ✓ No _ i SYSTEM DETAILS MA Number of Gallons/day 480 Soil type 1 (attach soil eval.) Application Rate-1-6— 0•%gal./sqy Drainfield Length 200 ft. Trench Width 3' ft. Trench/Bed Depth 's in. Septic Tank size 1000 min gal. Pump Chamber size 1250 min gal. 4'A"/" 52 TYPE OF Sand lined trench system omv—r to 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 attorneys 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 E ONLY PARTIAL FOR OFFICE US o'�t3 � 1 FINAL Aid/ APPROVED l INSP/PUMP TEST '-I tt I( e /T ALL HOLD REQ. MET Date/" `-C Feel /5- Rec# C 7 V Check )w 7 Case#SEP 1(9 — ecttirCs\S„7anne Marti y Mr, �n*�\my t 2ann \mr,h9^\?affessep r^,,.,ty\Teffr^ forms\Suz\2008 SPA.DOC - JEFFERSON COUNTY PUBLIC HEALTH 615 Sheridan Street *Port Townsend•Washington *98368 www.jefferson countyp ub ticheakh.o rg Phone ;ibU-:itfb-9444`__Fa—360-319-4487......._ ON-SITE SEWAGE DISPOSAL PERMIT PERMIT #: SEP12-00085 Date Received: 07/24/12 SITE ADDRESS: BROOKSIDE ST Date Issued: 10/19/12 PORT HADLOCK, WA 98339 Date Expires: 10/19/15 APPLICANT: HABITAT FOR HUMANITY PHONE: JEFFERSON COUNTY PO BOX 658 PORT TOWNSEND WA 983680658 LEGAL DESCRIPTION: BROOKSIDE ESTATES LOT 4(UNDIV 1/6 INT IN TRACT A)SUBJ/OPEN SPACE TRACT PARCEL#: 936500004 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: SAND LINED TRENCH No. of Gallons per Day: 480 Type of work: NEW Drainfield Trench Septic Tank Length: 200 feet Width: 3 feet Depth: 52 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 Environ ental Health Specialist This permit with conditions must be onsite during all phases of construction HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION. SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00085 1.) TRENCH TO BE EXCAVATED TO 52" DEPTH AND THEN BACKFILLED WITH ASTM C-33 TYPE SAND TO 24" AS PER DESIGN. 2.) 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 3.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 4.) 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. 5.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 6.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) 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. 8.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 9.) 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. 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.) 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. 13.) Site plan dated 7-23-12, 2012 is consistent with Brookside Estates Plat. 14.) On August 22, 2012 staff determined the proposed septic system is outside of FEMA Flood Hazardous area. Consequently no flood elevation certificate is required. 15.) This parcel is within a no shooting area per JCC 8.50. SEP12-00085 Page 2 of 2 \\tidemark\data\forms\F_SEP_Permitmod.rpt 10/19/2012 e i d V JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 9836 ASBUILT INSPECTION REPORT For RECORD DRAWING Suzanne Martin 12-00085 Designer Permit # SEP Installer Shold Excavating, Evan Parcel # 936 500 004 Electrician Frederickson Design Flow 480gpd peak Property Owner Habitat for Humanity of East Jefferson Site Address Brookeside Street-Port Hadlock Answer all questions or indicate NA DATE Tanks, Pumps and Controls INSP. Tank (manufacturer, size, baffles) 1000 gal; cotton; baffles, risers&tuftite filter installed 1/22/2013 Pump chamber (manufacturer, size) 1500gal cotton tank with shroud; 29 gal/inch 1/22/2013 Screen(s)and/or Pump Shroud (type, location) shroud in pump tank 1/22/2013 Were Tanks tested onsite for water tightness? 9/ No Panel Model Infiltrator Timer Model Aquaworx 1/22/13 Pump 1 — Man./Model Liberty 3/4 Flow Rate 48 qpm 2/22/14 Pump Location (i.e. garage, treatment unit, basement) pump is in pump tank Float/transducer settings Inches Timer from bottom of tank- On/off 20.9 in. Functions: On ' .;1: 6 ,, sec go Veto 33 in. Off- 240 sec/ehr 33 4 1. 6 sec in Alarm c in. Veto On - Storage Above High Water Alarm +/-530`47,J gal. Veto Off- 180_ sec/Ihr Dose Counter Reading 9 dose/0vdose. #gallons/dose <;60 gal. Elap. Time Meter Reading 00:081'2 °:`min rs Pump Throttled? Yes ,i!o 1 Dose Drawdown (in inches) 75 ;in. Pump 2 — Man./Model Flow Rate qpm Pump Location (i.e. garage, treatment unit, basement) Float/transducer settings Inches Timer from bottom of tank- On/off- Ala in. Functions: On ;', sec/min Veto in. Off- 9 � r sec/min/hr Alarm in. Veto On - 'sec/min Storage Above High Water Alarm i',v13 gal. Veto Off- sec/min/hr Dose Counter Reading # gallons/dose , gal. Elap. Time Meter Reading min/hrs Pump Throttled? Yes f.1 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) autoclear45 seconds; ID: 05-08-2013; 47 events H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2 F . 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? S/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"sch 40 Manifold size/schd 2"sch 40 1/22/2013 Orifice size 1/8" Lateral Size/schd 1"sch 40 1/22/2013 Barrier Material filter fabric Cover Material/Depth 18/24-48"sand 1/22/2013 Residual Head (lat.# & ft. Head) balanced pre-cover; 5.5' 1/22/2013 The laterals/pods were balanced es / No 1/22/2013 Source/Manufacturer of Drainrock/Gravelless chambers Cotton gravel Drainrock Clean? Ye / No If no, what action taken? Mound/Glendon Site Prep n/a Drainfield Length 200 ft Width 3 ft Depth 24/48 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 S/ No/ NA If yes how? Clean-outs along sewer line were cut to grade and risers installed, regraded along pump line trench resolved the settling issue Users Manual Provided to Homeowner mailed Date 3April14 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 CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, THE SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED Iry JEFFERSON COUNTY (DATE) OR THAT CHANGES HAVE BEEN NOTED AND sl THE Y TEM IS IN COMPLIANCE WITH WAC 246-272. fll:+{ 28 April 2014 5100342 :%:,, �,,� yi,! ‘4,_p, , Designer Signature Date License# =,s 6 x'1 Suzanne L Martin 0l 1315V. µms' ,t Se, 2J11/13 H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2 f System Owner: Habitat for Humanity of East Jefferson -7y SEP12-00085; Parcel #936 500 004; Lot 4 Brookside Estates K'4,� Site Address: 110 Brookside Street Chimacum Pump Tank Detail 6.75" 2'Installed Riser .. Inlet Cotton 1500 gallon pump ±18.4"storage above high tank; 29 gallons per inch s water;below inlet;±530 E}' ZB-09 gallons;additional storage y r above inlet :r 58.25"transducer .V: Veto set 13.6"from the bottom of the bell alarm set for 13.4"from ±530 gallons of storage bottom of the bell ' g g ±gal working volume y; above high water alarm -min.360 gallons y.; below invert of inlet of ,y pump tank on set 0.9"from bottom s of the bell .„ 4"between bell &top of shroud ±20"from bottom of tank y" to the bottom of the bell 4 i'f ( 0 11A 0111 e II" ti t t 1 4'''• ' 1 V 0 Q, `+, / i r 5100342 + •%• SUZANNE LEAH MARTIN %•r IC N Erb .a -... v.���miamiA 1►amo����sW l'I, C) 3 , n � 5. d o p - 3c0 n X 3 y CD vi N' 3 3 y� I CD 3SE o ? a�, mo�i CD 3 �' a) -a n3 d 1 ''� T� c• m 3 om RN 3 ,- ..r 0._ N N O N rn a *. m y CO Oa ,� m� a D g • ID m a)n E O CO p y N n -- • m . . _ . _ _ _ N N CO CO CD 3 N z 0 y-F ca• J O_ 5.34. (D 7 N it, CU CD o O - n m a m O I w y C ' a 3 N 3 � m .0 O U. O m ch cn ► °g 0 0 c C a0 in -7 .0 CD 0 �- o 3 =' ET v o C Es 0 CA 571 A(`1N3� E. 4, N U. 3 CD CA tnm-- -z CD O N N co ' �� ♦♦�II I CD 5^7'—w O N ► r a 1CD Q.m OH 0 74--• CD '‘ ,.. . : : .: . ' . .. ' . .. . , 1 kV 14 a I a)2 g 40 ,--- --- -1111: 41!4, ........../I- 4:4:40:1■e". 411P 46''.+.8 'Al"' ;11111 A*4 Elf:' 0 -I 0 0 ,... .‹ cn 0 00 o o 11 o O ° °vgLc ° o ca . CC M m 3 N 'Q , 6- „ n a v o ° Wm � v 4 * 0 CD cn cn ° pmm t N 3 CU ° —I o (D 0 2 Page 5 of 7; Habitat; Parcel#936500004 r Pressure Distribution On-Site Sewage Disposal System Work Sheet Name of Applicant Habitat for Humanity Site Address or Location Brookside Street(Lot 4) Tax Assessors# 936 500 004 Date 13 April 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.) 600 Trench Information: ,� �, Trench Width 3' / 4 '':, Trench Depth 44" Total Lineal Trench Length 200 Total Washed Drain Rock Under Lateral 6-8" Gravelless Chamber Drainfield(Yes-No) no TDH=21 (25)feet' -Residual-5' -Friction loss-3' Manifold. Lateral & Transport Information: --Transport line+/-1' Total Lateral Pipe Length 200 --Manifold&Lateral-+/-2' Lateral Spacing 6-9'oc El. Difference-+/-13' Transport line Length +/-48' -Pump el -D/F ie elevation-+/-115" 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: -2'spacing-33 per lateral x Residual Lateral Head uirt S Height)( q g ) 3=99 orifices Pump Size 45gpm©25' head -orifices @ 0.41 gpm= 40.59(45 gpm) Dosing Information: Orifice Spacing(inches)- 24" Total Orifices 99 Orifice Diameter • 1/8" Total Dose Volume 45 '''+, 8/10 pk i l��' Number of Doses Per Day /.- ,,, Size of Pump Tank(gallons) 1000 % I" -�: '+y Control Panel In ormation : s . .f • Sur 81 L 6 +# FJfPIflEa2/11113 Aquaworx IPC-1 Other Information: Page 6 of 7; Habitat for Humanity Parcel#936 500 004 original soil surface riser over clean-out monitoring port clean-out i finish grade _..,___-- monitoring port f 1 1((----- r- M# 117.--- * ° ° ° • ° 0 ° backfill orifice caps if • • @ 12:00 lateral ° ° • ° T- r te' )�,\c, 1 'k.. } °` r e ) -/ `. . .. ti' f',.- \''" 11f�i---.. W .. 1''r"--�r' VZ'r-° -'-`,�'' .../' �':ir-.,F;.vl'--•,/'!- ftx ateral ° \ rebar to secure C-33 Sand • • monitoring ports Minimum of 12"sand into the sand layer. ° ° SL-15 is 40"to the sand layer,so the trench depth to be minimum o" • • o ° O ° t-5 1 r O 1 .1'1-ctkocl r'N ), to' V Effluent header detail(typical) not to scale tee \ access box 21 September2012 111111111111911111.111 _ effluent from ,ky pump tank .,-, I c,. NWND gate valve .y, �rtr s 4 %°?'"�!, , t- effluent to laterals /x" 510 2 �, Suzanne L Mahn 'fir, "TittFignI paler t EXPIRES/M/13 page 3 of 7;Habitat; Tank Cross Section-Not To Scale Parcel#936 500 004 (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 Gil L TO PUMP _' NI �l I CHAMBER 1111 L FROM SEWAGE SOURCE FLOATING MAT APPROVED EFFLUENT FILTER SEDIMENTS Max.3/16"filter S .MA E DISPOSAL D 4IGN - ______ -----_ Approved f r Constru '11 Date SEPTIC TANK S ' .l!.> r> (TYPICAL) SECURED LID WITH GAS TIGHT SEAL THREADED UNION ACCESS RISER SERVICE FINISH GRADE V VALVE* FROM SEPTIC a/t® iii Ui —*TO DRAINFIELD TANK / Min_360_Gallon 11 — EMERGENCY STORAGE ANTI SIPHON VALVE HIGH WATER ALARM LEVEL ---0. NORMAL TIMER OFF LEVEL WORKING VOLUME Ass Assembly Transducer bly ENCLOSED PUMP SEDIMENT SHROUD* CHECK VALVE* 18" SEDIMENTS Ij SUBMERSIBLE I CENTRIFUGAL PUMP PUMP CHAMBER (TYPICAL) AS NEEDED Minimum 1250 gallon Page 4 of 7; Habitat for Humanity; Parcel#936500004 Effluent Pumps 1 1 r i _ _ ___ ; _._..w._.._._____ ' .._ Effluent Pumps 90 PEF150 i PEF, PIMP Series 1/3 hp to 1-1/2 hp 80 PEF 1110 - I .._' ._....:... I 3..._......_..__ _. _..._......._-_.._.... _..._ i # 70 Ilk, I ? � 3 s e N P1F75 'O is S v 414 4— _ — CO C5 PEF 50 { To � . 4.0 le 411 r ' ha effluent pump hi_._ .._.... 25'of l nahhi- kh,., irk. head 1• r.'"!� i0 .1114 11 11111114 ,N4 ----.■■••••■ 10 i 'NOM NM l ` .' 1 1 „IPl{P3501 ! PEF 3311.. 0 0 10 20 30 4 45 gpm t 60 70 80 90 Net Discharge,9Pm NOW-PC-PEE-1 Rev.5.0.©9/04 Page 1 of 1 -Pnc--IE- 74-; or-. 1-3 4-liqe)C1141' '' C 7-4 %Z.)C_, 6 Ali: .. LbC,--t C-1 DO k c1„Ct cl 4 Oki-C_ -61:11 -1°Q. r31-3721 I ; : . 4--, . if, , ..-c - • :V/.1 . • 9-/ - - 1 i . . . . __- ..1\ ):; .4.... . 1j.) ,•••I.' Li . , . . ""- . ""'t 1; :.°)._.i - i -;->4,7--> " ___JA-.. - -- ± - •i -te, - ---H - 4/\-----T— IA i ' ; ' hc'ta . Qi i''. !.1.3-L67,-9 ...... ...- t4:_:‘,...)..,.c.,P7.._ . ___.-1 It'.>___tii...1S..12'J. %.,.n , __--_ , i ! , % i - 1 1....t4 1_ ..-.r , . -7. ..., ,-._ ! ) 1.: -..-■;-:;.,..,,..-",_T,SY.,..v■.-. ?.;"_ s _ ,,!.-N4, ".1-4-1- :-.7.-,..4- ro-N-:.`'''- t- ---'1 =111".1-•----1-- o-,..4' - , .. ----t-1-1 ... vl , • _ — - - • . ; 1 : • cz.., c).• : . • • • J-.\,, ! it.— '-- • '9. , -i 4' 1 - ' -.- i :, - i• : - . -- '• -- . , : : - -b.; 1 • . ...-,...--; ' - i-0--:i.--.1,•---t --f- : o .--:.4:- a• , . : c) "---.. I _ a --- ' I ' -•••i '-- -- I cA ! - -; --f -s---• ; - .iiviN . :A, . L.'S .G" V\ xil i":t . - ! . . . ..;* .P5 ...77- ._,* ..4z_ _, ,... __;-- !,.. _,.;;, . , .,cs . -- — -- -i 's,,,,(N ') ;T.2 Lc:, '47 ', (:) ,-fL... .._ ?.._ _._.1-% C).. ..(AV4 0 . -- .' .. \" •-• - ■ - i x" % 1 • A 1 1 _ -.3:_ !.......s. i_A_ .... i.. -.N.-. 1.--- -. - - .- --.--,-.-r • - - , -1- I c.3- .14 ,_ I " - .v t 7 4k ‘ -T.N4 • ..... ."\ "•-■.. C:1 As% Z.- \J cl •.'.... 4....) 1.) • I '—-;.■ .-2%.‘4. . . ' 1 '1.4• 1Zy7t24\N+1\:- \*).- '"V"''IN' tt ".. * - .- 1..t1 .!' - -uy k)4 -* ' ' L-- -,",-- 'vv'^---.1/4-1%----''''. , 1-- • • . '--) ._.- ' 1 I 9.4 1 : 713,:d ..••• Alm, ' ••••■ . ,. .!.. r:',..... .. . I ' . _ . i...".. 1_ „.., ..CO.1 : • r . p- --- -:• - ' 0-...----,- -i!ci---.-.:::!--- •(..,--L.:, ---. -:ci -1,;-.„ -_- !"4 : -;.i..:- ----' 2.''' 1_,- • .. .--." i 1 '-•i t, ..k,) ",,i v. . ti).. \- .. Ul -A-.-_41! (A 1)i.-Ln'"!..1.-1.-:` .(1)-7.'"1--P1-.VI '. :-' .---'• - - Al • V•1 _ • -0 - , .tPt 1 ' 4 •/-1 AIN.. .k.A - ..-- TT, t- • ..1.....! ••••••••• J1.1 • 0 9.,_,.._....._ _P._,.. ._ c3:.' ._ _ _....'' .. .i ,__---- -J. -yi.'46H- -1--- . 1.14.: _-i .. ,4 --_ -4 -Z"),1•1 - .- - .. .i.,.,Z.. '12 • 4 - ., - -1- -1--W-,•c„,,---tr,-4--- •"---,,p- ,,c...,/ -..„--'-- cr, . , .1..) , , 1 . :. •.- -.,- --4"--irs$76-,-..-• ",---7-9:„p--. —N3 -** :-. • -;,- ;$;;-,- ...._-,- . ---•. -",- - --;;T-LAI S -1 c- 1 l -- . . '''.. -: j .t.4._.lN- -. .'6 A.1-_* .'..1‘A 77.--L' '11Vsf Z.4--- - -1 I- - --- -~,-. x' -:-—-VI j-k7.1-;\IN''•-:::.-______ ,! -..,...._ . :_ . . . ■ t----"-------1 --7--"."- -- _ ._ . . . ... --• • . 5<' : i- •- •. '' ..\ — I • • ' • -* -. ... • - ' ?. -11\ '4'-'4-', ..1") -"i .5:s .V) --k --"4. . • . • " . - . • . - . •• - _....._,, % S. ..•...Q t■O., .Q. (7.`.. --c... . 940 , I . 4 _N. 4. .. \ . 1 A I i L''. e„•. . . . . - $ " -?.: .' -_.i.s.. . 1 • . , - • tiV SEP 12-00085 Lot 4; 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 several prior designs on this parcel. Much of the information used in this design application is from the previous designs. The Soil Evaluation was completed in 1999 by MacLearnsberry and Checked by Linda Atkins of Jefferson County Public Health' The information utilized in this application is the soil evaluation and the location of the soil logs. The trench depth was taken from the previous evaluation, please see detail of sand-lined trench. The soil loading rate on the site soils has changed since the last design and has been a factor in the sizing of the drainfield for this application 6 20'2 V Page 1 of 7; Habitat; Parcel#936 500 004 ONSITE SEWAGE DISPOSAL SYSTEM DESIGN / 1" i 6a 51 2 +) Date 13 April 2012 'i l tibrtiab • Property Owner Habitat for Humanity of East Jefferson County 13 April 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1W Subdivision Name Brookside Estates Division Block Lot(s) 4 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 1.0 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 600 square feet (total G.P.D. :G.P.D./ft. squared) Trench or bed width 3' feet Trench or bed length 200 lineal feet (sq. ft.:trench or bed width) II. APPURTENANCES SEP 2 6 1. 4; • Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 13 Friction loss 2.5 Pump capacity should be 45 G.P.M. at 25' T.D.H. Number of doses per day 8/10 peak Dosing volume 45 gallons Pump chamber size 1250 min gallons H:\home\pincntr\infohlth\sewd sn V Page 1 of 7; Habitat; Parcel#936 500 004 ONSITE SEWAGE DISPOSAL st# SYSTEM DESIGN ! Suzanne L Martn Date 13 April 2012 = 7� zyc neLMarfin 4� JP'1 5E Property Owner Habitat for Humanity of East Jefferson County 13 April 2012 System Designer Suzanne Martin Legal Description: Section 11 Township 29N Range 1W Subdivision Name Brookside Estates Division Block Lot(s) 4 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 1.0 G.P.D./ft. squared (see page 214 of the EPA Design Manual) DRAINFIELD SIZING: Absorption area: 600 square feet (total G.P.O. :G.P.D./ft. squared) Trench or bed width 3' feet Trench or bed length 200 lineal feet (sq. ft. -'r trench or bed width) - II. APPURTENANCES SEP 2 6 ±ii Septic Tank Size 1000 min gallons Pump Requirements (If Necessary) Elevation difference in feet 13 Friction loss 2.5 Pump capacity should be 45 G.P.M. at 25 T.D.H. Number of doses per day 8/10 peak Dosing volume 45 gallons Pump chamber size 1250 min gallons H:\home\pincntr\infohlth\sewd sn —_ —_ �_ \\\\\ •• —44-(11-4-&Q,z10.__ NNNI„.. . '''' \h„ bi . \:\ n N C ® 11 l + Io • o a 3 �: - : : _ C. m `-'-_:-_`,__ CD CO 1 h,, ------"Q I-1 1 A'''. - ----- -----;111:----"-''�� :`: ` CD * 0 (D a Cl) C) 3 O CD X N "O ?( DC-4- (D O 'O CD (OD ``:_ n (D —7C°1- I O 1 1 p (7 I I (D p 1 1 0 C O O O p O (D p O O 0 O 9. .., • O � A 14.• G; 40 �(, 7 (A ,, n • N X11 �■� (D Q n • ►' >: r' %��#�"�..'W t 'fit s+o r , e (D 1 . a f • zai, 1! 'ti's?� ix H gg 4 E:_si2ii'�'tii>�i7.:i5"J�:ii` iE:i'v'i a}i I f:zi?:i?�iit''i� �bz '1::::>: :riii< s� . : <:::::�'<tsisr:;z:> >Fs:i;.•, .%r # 0. 4�'' VJ W Y ■ ar_. — s 3 ry, , �C O _ 4 N — _ . N r- ,�' 51 O.,YI ;:,,y► /" aFf P au S l�E' �y . 5° +y`s '(D 1 i 1 0 ,tom,' (C4? • 1 , 1, ■..‘, 4 ,,,,,, . . no • Gtr 9 I 0 o in A5c W NO 7' C •CT 0 . . ° A I awl 3Y•O 7 • K N O d S N I V 3 �' v v N a a o ° " B. o, < D O 6 a 3 ter 3 Cn O ( 3 om. r.N' Cn O o .3'y ca.+ o C ^CD O N 0, 0 N CS N any CD CD CD p 3— 5 a . 2.cn o C N O C� � '� I 1`� _` _ _30EC) o lk irn CD E. " _n o m m < m m m y 3 g o 3 c a a ? vm 7 m c N CD I O CD ° oa' a 30 m n m 9.11) o 5. fD 7 M nto co N i is * w mc � 3 c, O• co CD P m;44 CD roe' 3n m C g x IL i n S a x 8 1 ■ N'p 3 3 CD E ") 0 CA -1 3 � ° ° ' s o O o y o - I+ m sy 3 0 1 (0 o cD 7 0- ma- , g,- • P.mz o I -z CD (D !? O -� C7 m o cn000) v 3 n o (D 0 _ OoD °c � � CCD =' ..f4D CD I I • n �• I S11 CD 0 —. r-h C 3 -. = A-..9) CD i <cN m' � o 1+ O O co�� m 3rn cD i Qd S w . .1=. O O • I+ =vac m-Dco m v, (D d g `< a (n UIICD I `.- 3 , (I ,..*, .:.4'�♦ I 0 fl i ;l 1 m• to� + , N CD j O @ N D FS O0 4 V C 1 � CD I 00 _O _,8 _,W 40 11111� no ,i' /-J ;71 O C ri, O C!?0.�m000:o3 � II ` � , 7� I� G o• ♦� W f = !n' O � l TT a am 1 11 �'J p,rj L I CI♦ Z? O -, v O o Aril, 'r N o v!Jqt ca 1 i 4 r- a) o C p o F ,••f fA *��.� ' CA) Iv a CO 93 N 0 0 *cli p 7 r-r 3 O d CCn co C (n N N lK Q O 3 O. Jr d v In v N =A � � 0 • cr a O n 0••O = y ° 3 v n I O le CD CD .< -0 o 0(D co ma = o 3o(D(D C _to o _t a CO � m 1I,< CD �•• O O O n, = "d — ., N • 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 E_ - Vl S's 1� . 1 o__1 © gyp; -— ,�- t '� 'J. - L 1 II . ' -- F. — , -'— 3 t - ! 161 : : —_ : o -51 . _ 4 - , }-. _ I t {''".1 �, �1 '1.1 V _a tom- v,- `�� �. v, . -$ 4 _–.,/ ► — t i ✓ 0 1 .. __ - _. ._4_-._.y I_ i- - 0 -1-- ti `. 0 q tom_.. ,z*.s L -r -t -v, _ _ t t, ' _, - .1 _ per.' A 1 % p , _. ' .q , , V o_ 1 } • (- to y,;) 9,., ta. °- s - oi..._._ 0 - o - Vs! ' t ,-- V . l , III I Thl iil id if II III ' • , iII ' li irli , ii ' Ii IjIII � ' CI i , , 1 ' � j ; ! � I I , I II II I IIII • , I li Ij � 1 1I i1 11 IIII1 i I I ! i i I I ���a�/ l/�? H I I I I I I 11 1 I 1 ! � i I i i i ' 1 I I • I ' i I : " j I 1 I I I I I ' 1 A R� 1/Is I Ip )7 1 1 1 1 1 1 1 Ii I � 11IIII ! ' 1 � i � 11111 11111 li1ililIli I IjII11` ! i Ilil I � ! + 11 ': Ii11 , 1i � 1 1II11IiI11jl i 1 1 1 1 1 : „ *l'r 11 j i . i j l � ! I I i �'�W 7 D�i[_, sG O CF I 'I /I' ! I ' I j i I 1 I I I ! I 1 1 1 i s�, y bTS I..S",'�Q ! ; I I ' 1 I ! 1 1 1 i I I I I ! I I I 1 " I I i I . III IiIii , 11iI 11 1 11 1 , I I I 1 I 1 I li 11i . I11 , I L111I111 ! ti1 1 , : i . ; ; ; , , ,, , , , , , 1 1 i I I 1 ; I ' ll ' I I I i 1 ; I ' , j ! 1 1 I I i • I 1 I ! i . g • i I 1 I i i i 1 , 11I " 11111 1 ! IIIIji I 1 i I " 111 1 � III11 111 jll I lil , ll ; Il � I ; i 11I I � IIII � I I ' II 11 1111 III11 1Ij ' � ' II ' j ! I 1 it lljl ! � 1I � I11 I 1 1 iII1 11 11 1 I 1 1 i I f I I ( 1 1 _._. 1 i 1 1 1 i I � ; I ! I I I I I 1 1 I 1 1 i ' ! I I 11 , I i I 1 ; ! I I I i 1 ! I I 1 i 1 I I 1 1 ' II I I ■ II j, IIIIj 1111111 IIiIII jI I. 1 1I ; II1 1 I I 1 I ! I i , I , i I I l 1 i l I I 1 i 1 1 1 I 1 I ' 1 1 1 1 1. 1 1 I 11I I1 ' 1II 1 . I I1 ! I ' I ` ; IIi1 ; 111 111 ; -' II1i1 ! 111 I 1 1 ! I I I 1 ! • 1 ! i ! I 1 1 1 1 ! 11 i I 1 1 i I 1 • 1 J . . ._ , . . . , , ,.. . . • . - • . • 1 . 1 I I' 1 ) ... • Ell Ell 1" ' - 1111111111111111111111111111111111111E ...........mommi - ..www.Ardinlowil 111111111111111116111111•11•111 .11111111111111111INEIBM11111111111111111•11111111111111 = "wirairevr--.mtromprntimion••••••=m1m..... MNIMIIIIIIIIIIMIWAIRPM1111111.11111111102- 1111•1111111•1111•111•1111111111111111111111111 11•11111111EMIN illIMENIIMEMINIIIIIIIIIMIIIIIIIMIIIIIMMIIIIIIIIIIIIMI11111 IIIIIIBMIIIIIIIIIIIIPIIIIIIMIIIInfillIlIllIllIllIllIllrl•MIIIMIIIIIIIIIIIMIMMIMIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIII MI BIMIIIIMM=MIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIMIIIIIIIIIII.IIIIIIIIIIMIIIIIIIIIIIIIII 11111111111=1111111111111111101111111111111111111.111 II.KUIIIIIII•1MMIEiEMIEVIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIMIIIIIIIIIIIII 11111111111111111116110111101:1111WIUMIRIMMIIIIIIIMININIMMIIIIIIIIMIIMMEINI MIMI . 1111111M Pe MIME= 1111111 IIIIIIII•MMIIIIIIIIIIIIIIII ii.: , , ,, i , ,.. ,,,,_, i, , , , , _ ..... , , , ,, , , , 1 I I 1 1 1:117 MIMI 1 i i . iiilli. I Milin I 11111111111111111111111M~1111 I=MIMMIIIIIMIIIIIIIIIIIIIIIMIMIIIIIIIIIIIIIIIIIII MIIIMMIII111111111111111 =IIIIIIIIIIIIIIIIIIIIMIIIIIIII Ell 111111111111111111111111•111111 MUM WI -- WI I =IIIIIIIIIIIIIIII•1IIIIIMIIIIIIIIIIIIIIIIMMIMIIII IIIIMM•1111111111111.: I 1111111111111111111MMIMERIMMIIIIMIIMMI1111111111111111111111111111111 : 1•111•111111111111111101111 IMIIIIIMINNIE1===11=11111111M1111111111111M1111111111111111110111111111 I , I I .., • ....„ - —, , ---... ..4 .../.1te ..... -''J 1 DARuNG CORP - ---) • ---''..--: rTh ....__: - 3 L--■"-+-4 Na 302 -..__ •.‘ ‘..• kl -01 '171 ' ' 1 t. t' l'-‘ N( %/ 14\ w v-!■, kg/ zt ... J .C:i v % •tk 0 \'' k-1. ) A A 6-----■ '‘ 0 ikl 4 - , 0 ■.1 '‘,,,, ' C4 `it • V o - • :I i, ,-, —I- 7:11),---Vf-- ---- Ni i 4`) c.■ 1 1 q-i, • I I I t I ! 1 ! r 1 i__ i , I ! ,E1 . 1 • 1 VC _II ti I 1 ,0 I ! ________I___ __. _1.____i_; r____ ! __I__ , I ....„1 — – )\i, ! I t.- tv, ,t1 k. ... ..s.: 71 . 1 4' I ! VI vi ! ! iV511 It ...1 ( t -t Nti N. : • ' : ■ -1 t"") %*•1 1,, 1 ■i i NI! ' ,' ‘-'1i I ql ■5.1 %1 I ' NI t.,1 1■1 )‘; !)ij ,i \y n 1 1 '3,, 4.1 lui ■, i 1 N \V! : : 1 NI 1 I 1 % --L 'Qt. ■ 1 —L-- 1 % r ‘A... 1 i 'CrrsN; **-.1 ts4s1 N 1 \(3I 1 -NI I k! 12! \.1. '''''l Q‘,; t<1 s () ' ki N.1 \.il hi ..i! 141 t! ■1! :It q ‘4; tie' 1 \S -■. . V' ' . \ \ ' °I •C : . ..1 4' 1 N: NI o °I ...ki ..41 , '," ! 01 '11 1Q,i V , , NH ; ■i 1/k • . . • ,c-,)1 ! i , 1 '1,1 c-s•N ‘.1 i NI . of Ac ; • . ' .