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HomeMy WebLinkAbout038-1213-50-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 499215 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: LeQue Builders LLC Star Prairie, Town of 038 - 1213 -50 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: qp 11.31.18.1166 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. �ti Septic ,^ Z Benchmark ��Vi C J /oat �. y / ass tJZ Alt. i� C Z . ko /1S �, 7{ fir; 4 P o )z, � a � Aeration Bldg. Sewer 5 -1 tol , 53 Holding St/Ht Inlet 6, 5 Boa •cq 3 TANK SETBACK INFORMATION St/Ht outlet P/ WELL DG. 5Vent to Air Intake ROAD Dt Inlet TANK TO L W BL Septic 7 ZS n 1 z �� /06 Dt Bottom Dosing � Header /Man. Aeration Dist. Pipe Q 9 5 c Holding Bot. System O Final Grade PUMP /SIPHON INFORMATION �o d /0 Manufacturer Demand St Cover (;I � ✓d , F,'� Cap Z Model Number GPM � ' TDH Lift Friction Loss System Head TDH Ft Forcemain Len Dia, Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �I /� Z ; (—C�r� `-- SETBACK SYSTEM TO C J P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type 6V%0 'v - 1 I Z3 / ,� �/ f UNIT Model Number: d 1 Z Y"� DISTRIBUTION SYSTEM E � = / d__a+_ Header /Manifold 41 i/ Distribution ` \ x Hole Size x Hole Spacing Vent to Air I e Pipes) \ Z n Length Dia Length Dia \ Spacing Td v� SOIL COVER x Pressure Systems Only xx Mound Or At - Gra de Systems Only Depth Over / Depth Over xx Depth of xx Seeded /Sodded T Mulched Bed /Trench Center "7 Bed /Trench Edges \ Topsoil ` ` 3 \ \es No `es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 2233 122nd Street Pnknown (NE 1/4 SW 1/4 11 T31 R1 8W) River Place Lot 5 Parcel No: 11.31.18.1166 1.) Alt BM Description 2.) Bldg sewer length - amount of cover Plan revision Required? Yes No Z7 tGj 1cj 3G Use other side for additional information. Date rr"s Signat e Left N SBD -6710 (R.3/97) i Safety and Building;; Division County I vism201 W. Washington Ave., P.O. Box 7162 _r t �Si n Madison, _on, WI 53707 — 71 62 Sanitary Permit Num (to illed in by Co.) (608)266- 151 Department of Commerce Sanitary Permit Applicatio late Plan I.D. Npm er I accord with Comm 83.2 1, Wis. Adm. Code, personal information a vide / may be used.for secondary purposes Privacy Law, s15.04(IXro Project Address (if different than mailing address) J J�E7� L � Application Information - Please Print All Iaforma ' � � � � h Property Owner's Name Parcel # Lot # Block # N /-- G LL P , \A- i � L (rS -C-0 - 0 OCT PropepOwner's Mailing Address Property Location n 116, o n1 y � 5W yti Section City, State Zip Cod T � E o Phone Number \ N, R IL Type of Building (check all that apply) � t or 2 Family Dwel ling - Number of Bedrooms _ . S bdivi ion Nai a CSM NumlxrN - Describe Use ❑ State O ed - Dwribe Use ❑City, ❑Village Tpwnship of Dt . r : n; III. Type,�€Permit• Check only one box o me A. Coluplete line B if applicable) A. ?(N ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. enewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New list Previous Permit Number and Date Issued i Before Expiration Plumber Owner IV. Type of POWTS System: Check all that a pply) Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in, of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line Gravel -less Pipe Other (explain) V. Dispersalff reatment Area Information: Design Flow (gpd) Design Soil Application f1 Dispersal Area Required (st) Dispers Area Proposed (sf) System Elevation • / V _40 17 VI. Y ank Info Capacity in Number Manufacturer Prefab Site Steel Fiber P c Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks r Holding Tank 1 ©� ` i uj Aerobic Treatment Unit 1 Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for fns of the POWTS shown on the attached plans. Wn . V ber's Name (Pri ) P ber's S a ft% U�ffRS.Xumber Business Phone Number Plumber's Address (Street, City, State, Zip Code) VIII. un /De artment Use On Sanitary Permit Fee includes G rour Date uing A Sign re proved ❑ Disapproved ��� f, �a n Surcharge Fee) ��.- V ❑ Owner Given Reason for Denial � IX. on "tlops pf , SYSTEM OWN ffl v � Gs� D•� d�cn 1 Septic tank, e t it er an dis ers ust all be serviced / maintained c as per management plan provided by plumber. 2. All setback requirements must be maintained as aer applicable codelor6nannes r t r t s fem on r not leas than stn x 11 i in site fe dS t0 th! Caun Onl O � Attach complete pier ( tY Y) SBD -6398 (R. 01/03) Gi,n "'1` L�eQ�� ��� N ��y s i f T3i 03g lA S " =IVO %6Cr / � i i . Pion` P�a V" N T3 i N w . 15 iQ v�e Ix �s 0 � � v •es � � � c t `7 xy lix , Q t � .7 -O/ Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St = ix X Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 5 l/J 3 - 6 Please print all information. R iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location LaCaSSe DeVelO t Inc Govt. Lot NE 1/4 SW 1/4 S 11 T31 N R or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 573 Ct Rd. "A" City State Zip Code Phone Number ❑ City ❑ Village ® Town N st Road Hudson, WI. 54016 1( 715) 381 -5405 Star Prairie 1 t R] New Construction Use: JD Residential /Number of bedrooms 4 Code derived design flow r J� ' GPD � w ❑ Replacement ❑ Public or commercial - Describe: Parent material outwash FloqVlain elevation if appli Y1� ft• / E General comments 7 2001 y recommendations: and recd i Lt ST coax ; .. `S trenches @ el. 97.70 1 \� ZoNR{4GOFFICE Boring /` 9 2.9X t � . a Bor # 1 g 0 pit Ground surface elev. 100.50 ft Depth to limiting factor 120 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff A in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 .T .2 .3 • �® Boring # Boring n E J (� pit Ground surface elev. 100.50 ft. Depth to limiting factor 120 in. Solt A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 _ CS if • (° norip 3 36-120 7.5 4 4 none ar COS Os ml ' ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 mg /L e t #2 = BO 5 30 mg/L TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gary L. Steel 02298 Address Date aluatio ` Con cted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 6 -22 -2001 715- 246 -6200 Property Owner L arise DeV. L I nc. Parcel ID # pending Page 2 of 3 Borin # ❑ Boring 9 101.70 120 in. F - 3 1 ®pi Ground surface elev. ft. Depth to limiting factor Soil —Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 10-12 10 4 2 none sil 3 32 -120 7 5 4/4 none ml na na .7 1.2 v 7 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # Pit Boring Ground ur ❑ d face elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i Effluent #1 = BOD > 30:E 220 mg/L and TSS >30:< 150 mg/L ` Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The D e of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Department 9 PP need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6/00) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 LaCa Dev., Inc. New Richmond, WI 54017 MPRSW -3254 NE'SW4 S11 T31N -R18W (715) 246 -6200 town of Star Prairie lot #5 -River Place This soil evaluation was conducted to satisfy a zoning requizemmt, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the tin* the test was conduct"- N 1 =40' BM. =.top of NE lot stake 2 el. 100.00' alt. BM.= top of SE lot stake , @ el. 102.05' y� f 0 d• _ Gary L. Steel 6 -22 -2001 i Sep 09 05 01:57p CRLVIN POWERS 715- 246 -5135 p.1 ST. CROW COUNTY SEPTIC TANK MAINMNANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 0 1 e �t I A 01;� Mailing Address Property Addressd 12 - (Verification reyuir*d from phnning & Zoning Department for new construction.) City /State OA8 r t n Parcel Identification Number �'� — ,6D - Dm v LEGAL DESCRIPTION Property Location V. , , 5W %4 , Sec. j , T 31N R16_W, Town of Q516 r PrO r L92 - Subdivision v Lot # 1 5- Certified Survey Map # , Volume , Page # Warranty Deed # ' 00 , Volume = Page # Spec house yes Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank evc y three years or soon, if needed, by a licensed ptava. What you put into the systm can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman ptuniber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Comme= and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are ft owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Nunikber of bedrooms A zl// __­� 10 / 1`1. / D-lD iGNATURE OF APPLICANT(S) DATE 'Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *"* Include with this application a recorded warranty deed from the Regis ter of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed (REV. 08 /05) POWTS OWNER'S MANUAL. & MANAGEMENT PLAN of FILEMlF�Tym T Owner. t C r :Septic Task Capacity (� al DNA Permit # Septic Tank Manufacturer D NA A te' Effluent Fitter Manufacturer C7 NA Number of.6edfrf0lrl5 41 Effluent Falt+Er Model Q NA Number of Public � Unite Pump Tank Capatdty NA Estimated flow (average) Pump Tank Manufacturar - O NA Design flow (peak). {Estimated x 1.$) Pump Manufacturer l7 ro Sod Application Rate Psmnp Model - NA Standard :InfluexstlEffluernr Monthpct Unit v Na Fats, Oil & Grease (FOG) s30 mgt p Sand/Gravel Filter ❑ Peat Fib Biochemical Oxygen Demand (BOO 5220 mg/L 0 NA © Mechanical Aeration 0 Wetland Total Suspended Solids ITSS} 5150 mgA O Disinflection p Other• Pretreated Effluent (juaUty image Dispersa} tew © NA Biochemical Oxygen Demand (BODe) S30 mg/L X in- Ground 1HsvlY} 0 In- Csr+oaasd- (fx ed) Total Suspended Solids (TSS) 530 mgA. , NA 0 At -Grade a Mourn! Fecal Coirforin (geornstric.mean) 510 cfu/lwm a Drip -Lkw D Other: Maximum Effluent Particle Size Y in dia. 0 NA Other- Other JNA .0 NA = 'Values typical for domestic wastewater and septic tack effluent. Other. ll/AINTHMAt� SE�Ep1il.E . Ch►erst _ . milli - Inspect condition of tarik(s) At IsW onto every: n 3 tees) 0 NA Ptarts out contents of tank(s) When canbatad'sludge and scum equals one-third (Y) of tank volume 0 NA al Inspect dispers cNt(st At least every:. Q mond�{s} 8} Q NA Clean effluent fiber At least once every. } D NA s } Inspect PUMP. Pump controls & alarm At least once every. Unuvith(s) O NA )- Flush laterals and pressure test At least Other D once every: Q month {s) Q NA O ear {s} .At once = Q ' ' Other. U NAa MANIITENANCE INSTRucTfows inspectlons of tanks and dispersal oaks shall be made by an individual carrying one of the foltawkm licenses or cortifical*ms: Master Plumber: _Meister Plumber ReetricW Sewer, M%M j nspecWr Mairntainer, SOPtOgs SwvkfDg Operator. Tank inspections must include a visual Inspection of the tsnkisj to identefy any missing or broken hardware. identity any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the The dispersal ceR (s) shall be visually inspepW f c : dxeat - tine effluent levels in the obse rvation pipes and to check pin} jng of etfluarnt on the ground surface. The pondkng of of kmmt"on the wound surface . may indicate a failntg condign and. requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scion in any tank equals one- third CY31 or more of the tank volume, the entire corntents of the tank shall be removed by a SOM890 Servicing Operator and disposed .of In moordance whin . NR' 113, Wisconsin Admt *&ative Code. All other services, including but not limited to the se rvioing of effluent filEars, mechwucal or pressurized components, pretreatment unks, and any servicing at intewaN of s1Z months, shall be performed by a certified POWTS Maintainer. A service report shad be provided to the local regulatory auduxfty within 10 days of compkrdon of any service event. START UP AND OPERATION Page For new construction. prior to use of the POWTS check treeatrrrernt tmtk)S! for the that may impede the treatment proe sa ac><I/or presence of Painting products W:Vd r�tamnicats of the tank(s) removed .by a otiptage ' ° this d ce sl. It him exmcentratiOns area detected have the caorntonts g operator prior to else. System start up shall not occur when sew comeiitiars we frozen at the itiftltrgitiva surface. During power outages pump taroks may glare ++otrrnaE wvaiw few. When discharged to the disposal aeN)s).in one #mge•dOSe, Power is restored the excass.wsmnv rW will be effkiertt. To avoid this situation have the contents Of the c a ts) and may resat in the backup or surface discharge, of Power to the efflltent Pip tank removed by a Septage Servicing Op�tor prior to restoring PemP or ccrttact a Pkiir+ber or t'OWTS Maimainer to assist in manually operating the PUMP controls to restore normal levels within the pump tank. Do not drive or park vehides over tanks and disperse cells. Do not drive or ark over, or otherwise disturb or coo Within 15 feet down slope of any nand or at -grade so. absorption- P Pact, the snag Reduction or elimination of the fogowing fmin the wastewater stream may improve the performance and Prolong the life of the POWTS: antiblod": baby wipes; cigarette btW oondome; 00 ma Swffis; degreilsws: dental floss; diapers; dnkfactants, foundation dram (sumP Pump) water; fruit and veget" ;Peer: 9 0801irw grbase; hwbicKNW meet scraps; medications; Painting Products; pies; sanitary napklts;:thrnpons; and water so�nw brine. oil; ABANDONMENT When the POWTS fads and/or is permanently taken out of service the following steps shall be takcen to mactre that the system is W and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Code: • All Pig to tanks and pits shall be disconnected and the abandoned pipe openings eee3afed. • The contents of all tanks and pits shall be removed and Properly disposed of by a SWtage Servicing Operator. • After pumping, all tanks and Pits shy .be excavated and removed or their co+rars removed and the void space filed with sod, gravel or another inert solid materiel. CONT1114GENCY PLAN If the POWTS falls and cannot be repaired the foilowmg cneesures have been, or must be taken, .to provide a code compliant replacement system: _A suitable replacement area has been evaluated and may be utilized for the location of a rephiegm,9M mil system. The ranlacermant area should be protected from dhoubanoo and cam and shariti not:bia � upon by required setbacks from and Acelraed Sbt lot bm and webs. FaAxs to pro"" 1hampboament area wig resutt in the need for anew slit and site - evaluation -to estabNeh a sultableTeptac imeet area. PAPIpeenientaysterns must conWlY yrith the rules in'effieet at that time. 0 A suitable replacement area - is not available due to setback and/or soil Cunitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the felled POWTS. E3 The site has not been evaluated- to identify a suitable nrpiecament area. Upon failure of the POWTS a soli and site evaluation must be performed 10'k)(3619 a suitable replacement arse. if no replace erd area is available a holding tank may be installed as a last rs sent -to replace the famed POWTS. E3 Mound and at -grade sell absorption Systems may be reconstructed in piece fang rerrnoveal of them blotnart at the infgtradve surface. Reconstiuctions of such systems must comply with the rules in effect at that time. < <WARNNG> > SEPTIC. PUW AND OTHER TREATMENT TANKS MAY CONTAIN LEF"014 GABBIBS ANO/OR M18UFFi)CIENT OXYGEN. DO NOT ENFE.R A BIEPTIC, PUWr OR OTHER TREATMW TANK UNDER ANY i'ANCES DEATH MAY' REPAT. RESCUE OF A POMM FROM THE NTMIIOR OF A TANK MAY BE Doq=XT OR IIPOSSMt.E. ADDITIOI AL C.OMRINTg BIMT - MWTS .Name. .. _ NOena Phone _ S 1 Phone '�"rA OPM ATOR OEM LOCAL REWRATORY AUTItORI7Y Name Naerne "mile Pha>tee r his doc mem was drafted In compliance with dspEer Gomm 8&=21(b)(1 and `83.""), (2) A t31, - ( VWcond t Admiifstcative code. $36356 t KATHLEEN H. WALSH REGISTER OF DEEDS State Bar of Wisconsin Form 1 -2003 ST. CROIX Co., VI WARRANTY DEED RECEIVED FOR RECORD Document Number Doc unentName 10/11 08: 50AI1 WARRANTY DEED EXW # THIS DEED, made between LaCasse Development, Inc., a Wisconsin Comoration REC FEE: 11.08 ("Grantor," whether one or more), COPY ' 185. and LeQue Builders, LLC, a Wisconsin Limited Liability Company CC FEE: PAGES: 1 ( "Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ( "Property") (if more space is Name and Return Address needed, please attach addendum): Rive Valley Abstract & Title, Inc. Lot 5, Plat of River Place in the Town of Star Prairie, St. Croix County, Wisconsin 12 Hosford Street, Suite 201 Hudson, WI 54016 File p: 2691264 038 -1213- 50-000 Parcel Identification Number (PIN) Tlris is not homestead property. (is) (is not) Grantor warrants that the tide to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights -of -way of record, if any. Dated October , 2006 LaCasse Development, Inc. (SEAL) (SEAL) (SEAL) (SEAL) * * AUTHENTICATI G 0 " ACKNOWLEDGMENT Signature(s) -cam - -— STATE OF WISCONSIN ) Ss. authenticated on -N 0�_ • St. Croix COUNTY ) �e Personally came before me on Octobm 006 TITLE: MEMBER STATE BAR OF WISCONSIN the above -named (If not, to kno to the e o ) who executed the foregoing authorized by Wis. Stat. § 706.06) i kn g THIS INSTRUMENT DRAFTED BY: * Attorney Doug Ber Notary Public, S e o Wisconsin 1200 Hosford Street, Suite 20i Hudson, WI 54016 M Commission (is permanent) (expires: (Sigaptures may be suftstle,"d or mlmowkdged. Both are not meesswy J MOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2903 STATE BAR OF WISCONSIN FORM NO. 1-2083 • Type name below sigmturrs. toff EZ1203H vvvvvvv vvvvvvv ' ^ .i' • '��• •1 ,.�•:. v v v v v v v • i t .. ,. i t} •.. h i •Y ; • • •.�' !t .. . e e V e v e e '. vv vv vv v vve ,,v. a, .� "vvvvvvv 1� VVV vve ovv vv 1t vve "•� •; vvv 1 �! VVW 24" '.. ?t• v vve vvv eve 4.625" e. VVT vvv TTV T e o '► 1/2 Circ. = 18.84" vvv TV vve ovv geee vv veveege i v vvvvvvvvvv v o vvvvo vvvvvvv vvvveevvvvvvvv vvvvvvv vvvvvvv vvvvvvvvvvvvvo oo►ovvv 24 9 Bottom 36 12 -112" DTA. (typ.) Void Volume Soil Interface Area in— IQ ja S Ft .S _ Void Coefficient in Aggregate given at 57.4%. Sidewall (2 Sidewalls) t 18.84in - O.D. of 4" pipe - 4.625 inches 12in — 3.14 lft Void volume per linear ft. - 3.140 ( IZSin )' ll 12in1ft J *]ft -0.117 W Bottom 2.00 O.D. of centercylinder =1'2.5 inches Total Soil Interface Area S.14 SQ.FT Void volume in aggregate of center cylinder - 3.14.( 3.14 73125in 1. ,574+.422 II' ( ` 2 /R) ( 12in /tt ) O.D. of outside cylinders= 12 inches Projected Trench Area Void volume in outside cylinders= 2.3.141 12 � m ) *.574-.901 ft Sidewall Height = 12 in. "2 - 2.00 Sq.Ft. 1 Bottom - 36 in. - 3.00 Sq.Ft. Void volume at bottom between - cylinders 24in . 6in din y �C12in /ft 12ia/ft)�( 14�I2in /ft),] 0'215 ft Projected Trench Area 5.00 Sq.Ft. Void volume at outside bottom corners (12 orvoid volume between cylinders) 0.215 12 -0J08 ft Total void volume - 0.117 + 0.422 + 0.901 + 0.215 + 0.108 = 1.763 cubic ft / ft Gallons per ft - 1.763 X 7.48 = 13.2 gallops Per linear r. 6 Y/b = EPS Aggregate Trench System EZ1203H Ezflo V Ring-lndustrial Group 65 Industrial Park Rd. Oakland, TN' 38060 SCALE ME NAME EL1203H -.1 SHEET: 1 of t 11 -27 -0, ' i OCT -17 -2006 21:23 From:LACA55E HOMES T : 17152460018 p �ee:1�1 In Y : . "1 �''3 . _ .� ., :..: N : ':�Y' : _ . �":4 :Y',1'�.:!'r•:b�a'.,.,i . '� �. ' ..� � AC ASR on'. I i. j !. l x :• � "M •_ 95.5 949.9 X 952.9 I { LO g a X Pt : I { ►ii Alt 4AI Aa 94$.5 { l� R 952.5 �. o 9 52'3 i . m { 952.3. ILO 0- 172 A I � • ` ,' `ti X 950,3 r .s r .. � +. • � 950 : , . 952.7 • 948.9 IT ACCRE ,.. / �.-� �r•, '42 ` X, 944A . .; ZT /E0 39Vd OCW9 3WOH 3WOO 81009bZ9TL LZ = 90OZ /LT /0T