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HomeMy WebLinkAbout020-1479-22-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety ald Building Division INSPECTION REPORT Sanitary Permit No: 538745 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: Bast, Kernon J. I Hudson, Town of 020 - 1479 -22 -000 CST BM Elev: Insp. BM Elev: BM Description: ,.i Section/Town /Range /Map No: / ft l�, t , b' m l - 8 1 36.29.19.3043 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER �' CAPACITY STATION BS HI FS ELEV. ©.5 Septic �'�(i T C 0 1 Benchmark 9 , g °�.' (3 e Ssi� F �� Alt. BM I Z. 5 (o . [Holding eration Bldg. Sewer C N St/Ht Inlet y TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ` Septic All s Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Z '5/13 Holding Bot. System 9• z ya . Final Grade PUMP /SIPHON INFORMATION `7 (p Manufacturer Demand St Cover q �j GPM F; I�L..� CvJ� . /�• O Model Number GPM • TDH Lift Friction Loss S ad TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �p / 7— SETBACK SYSTEM TO OO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: //�� f i c /f G•G�11� rJI �•��+�L� (QQ y UNIT Model Number DISTRIBUTION SYSTEM iwe5�_ ZZ 4-ZZ. Header /Manifold Distribution x Hole Size x Hole Spacing Ve!� to Air Intake 01 Pipe(s) ` i 14A Al-IS f O N i Lengt h _ _ Dia Length ~ Dia \ Spacing �� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over I Depth Over xx Depth of xx Seeded /Sodded 1 xx Mulched Bed/Trench Center –7 Bed/Trench Edges Topsoil Yes 0 No 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 3 / o/ Inspection #2: / / Location: 840 Settlement Drive Hudson WI 54016 (SE 1/4 SW 1/4 36 T29N R19W) Cottonwood South '07 Lot 22 Parce No: 36.29.19.3043 cF 'i �./l. C�� L d� 1.) Alt BM Description = � pct. ,...'S / 0 /C CS 2.) Bldg sewer length = I� - amount of cover = Plan revision Required? Yes K No � � Use other side for additional information. i J �_1'__" _ SBD -6710 (R.3/97) Date Inse tor's Sig ature Cert. No. commerce.wl.gov Safety and Buildings Division county t 201 W. Washington Ave., P.O. Box 7162 V i scons i n Madison, WI 70 162 Sanitary Permit Number (to be filled in by Co.) epartment of commoi 1 5 3 c K7 , V 5 —.. Sanitary Permit Applica 'on State Transaction Number /M_ In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this fo to propriate go t all unit is required prior to obtaining a sanitary permit. Note: Application rms f ned POWTS am Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you rovide m �1l r secondary u o,es in accordance with the Privacy Law, s. 15.04(1 m , Stats. I. Ni lieation Information - Please Print All Inform ion Parcel # V Property Owner's Name / 1 4R O � a � � CQ � p Sr- , 7 � t Property Location / Prot erty Owner's Mailing Address � &2 N/yG Govt. Lot (, /vTl' I ?b V,3 City„ to Zip Code Phone Numbe /CF o `� y,� K/ '/,, Section role o J l/ l T IV; R E r W II. ' ype of Building (check all that apply) Lot Subdivision Name 1 or 2 Family Dwelling - Number of Bedroom i A Block # O V � ❑ i'ublic /Commercial - Describe Use (� ^ - ❑ City of — CSM Number ❑ V ill a of ❑ :irate Owned - Describe Use - n of 2 Z .rzz III. 'type of Permit: (Check only one box on line A. Complete line B if applicable) A ' cw System ❑Replacement System ❑ Treahnent/Holding Tank Replacement Only El Other Modification to Existing System (explain) -+ - B. ❑ Permit Renewal Pctmit Revision 11 Change of Plumher ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiratio Owner 2 Z // 5 3 7 IV.. ype of POWTS System /Component/Device: (Check all that apply) on Pressurized In Ground El In Ground ❑ At - Grade ❑ Mound > 24 in. of suitable soil ❑Mound < 24 in. of suitable soil El Pretreatment Device (explain) - :7�1 0 I folding Tank 11 Other Dispersal Component (explain)_ - a a/' V. DispersallTreat ent Area Information: Design Flow (gpd) Design Soil Application e(gpdsf) Dispersal Area Required (s Dispelga�rea,Proposed (st) Systems Elevation ISSJJCC �� / 3 Vll. Tank Info Capacity in Total tt of Manufacturer Gallons Gallons Units New Tanks Existing Tanks ' _ / (��Y —tom A .o [N o U rn y rA W Septic or Holding rank Dosing Chamber V f. Responsibility Statement- I, the undersigned, assume r ability for installation of the POWTS shown on the attached piano. Pha r' Name (Print) Plumber's re MP/MPRS Number Business Phone Numb ;r Pl umbe 's Address (Street, City, State, i Code) 1 [I. Coun , /De artment Use Onl __ ��,// ed Per Fee Date Issued Issuing nt Signature L>f�Approvcd $ ElQyfiapiff rven Rea r Denial g5. ()0 3 I.N. ConditiS "Tj""WWReasons for Disapproval 3 ) J r l d�e.� I 1. Septic tank, effluent filter and dispersal cell must all serv !maintained w, Qti - Y t..� 5 ✓� ^�' '� `'�' �` as per management plan provided by plumber. 2. All setback requirements must.be maintained Attach to complete plans for t e system and submit to the County only on paper not less than 8 1/2 x 11 Inches In size S.13D -63913 (R. 01 /07) Valid thru 01/09 Soil Te t and System PLOT PLAN PROJECT McCabe Homes RESS 948 LaBarae Road Hudson Wi 54016 SE 1/4 SW 1 /4S 36 /T 9 /R 19 W TOWN Hudson COUNTY ST. CROIX 3/16/11 MPRS Shaun Bird 226900 DATE BEDROOM 4 CONVENTIONAL XXX IN -GR D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TAN IZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 44 BENCHMARK V.R.P. Top of Foundation ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark Plans Designed Using SYSTEM ELEVATION 92.2/92.3' 6' below qr 570' Conventional Powts Vent Property Manual Version 2.0 Line >6" Quick Standard -W of Cover Leaching Chamber with 20.0 ft2 of Area 4' Long 12" 5.8ft ^2 /pair of end caps 3499 Grade at System Elevation Well is to meet all setbacks required by WDNR B -3 2 -3' X 88' cells 45' with >3' spacing 30' Vents 90' B -1 B -2 1 0 Slope 60' 60' 60' B.M. 20' 70' 10' ST 35' Pro 4 Bedroom 10' House 10' 220' Settlement Drive • Wisconsin Department of Commerce S L VATS n W w Page of Division of Safety and Buildings in accordance wit omm 85, W1 . County Attach complete site plan on paper not less than 8 1/2 x 1 inche slze. Plan must 0 {� /►� r include, but not limited to: vertical and horizontal referen point ( it coon and Parcel 1. D. c 7 percent slope, scale or dimensions, north arrow, and I Von ai distanna�yest road. Please print all informa N /NC O /k(C -1 UU Review by Date Personal information you provide may be used for secondary purposes (Priv Qf/ &I (t) (m)) Property Owner lion Govt. Lo 1/4 (vt'/4 S J R E (or Property is Mailing Address Lot # Block # Subd. Name or CSI# u. 2Z State Zip Code Phone Number O city Village wn N rest R kz fliNew Construction Us esidenYial !Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public gaommercial - Describe: Parent material 06-- � Flood Plain elevation if applicable ft. General comments and recommendations: System Type System Elevation 7 7 o ❑ Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Desrxiption Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 �4 l r� i 0.-'> i 7 Ong # ❑ Boring ELPit Ground surface elev. / 0 ft. Depth to limiting factor in. Sal Application 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 - r; 222L l a- , t/ /A V)W 6 - Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 _< 150 mg/L 1Z Z. Effluent #2 = BOD 1 30 mg/L and TSS < 30 mg/L CST Rama (Please Print) Signa CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 -� -l/ 715- 246 -4516 Property Owner _ Parcel ID # Page of [i] Boring # ❑ Boring ` Pit Ground surface elev. ft. Depth to limiting factor /_� in. Soil Applicaton 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 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 E Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDIfP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SOD-9330 (RAM) I Property Owner Parcel ID # Page of © Boring # E] Boring pit Ground surface elev. 7 r 0 ft. Depth to limiting factor Z2! ?Z" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIFf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 C9 r 3l -0 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil 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 E Boring # E] Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD 130 mg/L and TSS 130 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 2648777. saa9330 (rt.60)) ` co ll mel'Ce.WI.9OV Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 cif I f Madison, W 53 7 -7162 Sanitary Pe�mi Number (to be filled in by Co.) I1 DopotmO of Conumme v / --... State Transaction Number Sanitary Permit Application f�, In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate ental unit is required prior to obtaining a sanitary permit. Note: WTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal in tion d for secondary 7� u n,es in accordance with the Privacy Law, s. 15.04 1 in , S s. I. AII lication Information - Please Print All I on Parcel # �! Property Owner's Name 3 FEB 17 2011 T� Property Owner's Mailing Address Property Location If N G 8 ZONING OFFICE 4 `L �� �`. Gov Lot � JJ City to Zip Code Phone Number _ 1/ �y '/4, Section � le on ��� - Eo W II. pe of Building (check all that apply) Lot l L Subdivision Name C r 2 Family Dwelling - Number of Bedrooms p J a Block . 1 ❑ Public /Commercial - Describe Use ❑ City of C SM Number ❑Village of — ❑ Sd ate Owned - Describe Use *.-n of �-- z1.} -zz III. 'Type Permit: (Check only one box on line A. Complete line B if applicable) A ' New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑Permit Revision ❑ Change of Plumber [I Permit Transfer to New I— � Before Expiration Owner t IV.. of POWTS System/Com onentlDevice: Check all that apply) lon In Ground ❑ Pressurized In Ground 11 At - Grade ❑Mound ? 24 in. of suitable soil ❑Mound < 24 in. of suitable soil ❑ 1 folding Tank ❑ Other Dispersal Component (explain)_._ _ ❑ Pretreatment Device (explain) V. Dia ersal/Treat nt Area Informatio Dcs ow (gpd) Design Soil Applicati Rate(gpdst) Dispersal A_ rea. Required Disperse A ropo sf) System Elevation VII. Tank Info Capacity in Total # of Manufacturer U Gallons Gallons Units U �• o r3 New Tanks Existing Tanks ! _ w o � / E►+ _ � U rn m rn W C7 P, ._ eptic or } ._.. Stolding'Tank Dosing Chamber V . 1. Responsibility Statement- 1, the undersigned, ass esponsibility for installation of the POWTS shown on the attached plans. Phamber' Name (Print) Plum 's i nature MP/MPRS umber Business Phone N er Plumber's Address treet, City, State, Zip C e l , ✓�' `� `III. ount /De art nt se Oni Permit Fee Date Issued Issuin gent Signs pprove isal $ �5 er Given Reason for r f� / 1.K. Conditt(I�asons for Disapproval 3, �Jr �Kttt. / �eo Pcr f b p raJi n AeA..j �� Septic tank, efflyent fiW ap4 dispeM;0 cell trust all 4p per management play; Fire] I 1 t, I - rociuit`dm ms •b6: ` 0. " pron system and submILA the C only On paper of s ban s 1 s 11 Inches in , A 4 ,03D -6398 (R. 01 /07) Valid thru 01/09 , Go p r►teasta fey M J14 5 Eroa en. � 1 f ie f w6t sccQ1r•. 6"4, . Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 2/16/11 Owner: Kernon Bast Location:SE1 /4 SW1 /4 S36 T29 N,R19W Lot 22 Cottonwood Ridge South Hudson System type: In- ground absorbtion system(conventional) Manuals Used: In- ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4 -5. Maintanance and fl ency Plan 6. Filter Specifications Signature License number #2 900 PLOT PLAN PROJECT Kernon Bast ADDRESS 948 LaBarge Road Hudson Wi 54016 SE 1/4 SW 1 /4S 36 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 2/16/11 BEDROOM 4 CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 44 ,, BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H,R.P. Same as Benchmark SYSTEM ELEVATION 92.2/92.3' 6' below qrade 570' Plans Designed Using Property Conventional Powts Line E anual Version 2.0 >6 „ uick4 Standard -W B.M. * of Cover eaching Chamber ith 20.0 ft2 of Area 8ft ^2 /pair of end caps 4' Lon 99' 22' 3 4 rade at System Elevation B -1 ��(� �� is 5 ) ell to meet all set required by 39 2 -3' X 889 1`e Cells with >3' 112' spacing �---- ° B -1 98' 28' Vents '(e'b \`G W 1 0 Pro 4 15' 0' Bedroom 54 St B o House 2% Slop cr 118' �cJCp Settlement Drive PLOT PLAN !PROJECT Kernon Bast ADDRESS 948 LaBaroe Road Hudson Wi 54016 SE 1/4 SW 1 /4S 36 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 2 /16/1 1 BEDROOM 4 CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 44 IL BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 92.2/92.3'6' below qrade 570' Plans Designed Using Property Conventional Powts Line Vent Manual Version 2.0 >6 „ Quick4 Standard -W B.M.* of Cover Leaching Chamber with 20.0 ft2 of Area 5.8ft ^2 /pair of end caps 4' Long 12' Grade at System Elevation 99' 22' 34 11 B -1 Well is to meet all 5' setbacks required by WDNR 39' 2 -3' X 88' Cells with >3' 112' spacing B -1 98' 28' Vents Pro 4 54 St 20' Bedroom B -3 House 2% Slop 118' Settlement Drive Cross Section of Quick 4 Standard -W Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard -W Leaching Chamber with 20.0 ft2 of Area per Chamber 5.8ft ^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 98 A4'Lo Vent Grade Vent ng 4" X30/34 Septic Tank 4 1 " 5' 4' Long 1 " 34 Grade at System Elevation 34 Grade at System Elevation Spacing 5' 2 -3' x 88' Cells Observation tubeNent Same on other end Located at ends of Cell A 22 chambers per cell B System elevations: A_92.3 B 92.2 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Dested nto system is not exceed those required as per Comm. 83 onPlan Optiystem fails, determine cause of failure, use alternate area and install new replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 I 0 M o�v-i- —__ - - -- z -cc000 CK = U s vi U) U- LL LLI ao ° , 0 � R R N _ W F4 ,1 LL 0 J ill r 1u- N r a a� t ST. C'ROIX CflifTNTY SEPTIC TANK M. AIl3TENANCE AGREEMENT AND - OWNERSHIP GE3t��i(:A'���QIv FOB Owner/Buyer A zr. Mailing Address 4VP 4f 44 Sf! Property Address ` C) le Z ,Verification re€luired from Plate & ?gig Dtpartrmzut for new ooastructton.) —� CityiStae __ .t1 Sam /wr Parcel Idertftfcation Number — Q7 9 LEGAL DYSCRI'M-K Property Location ✓� � %4� Ul 4- ,Sec. T 7 N RZ . W , Fowl; of ,lei Vm) Subdivision COfoao �"o uT'N Lot ZZ Certified Survey Map # , Volume Page # Warranty Deed # � � � � � volume , Page## _ Spec house tom/ -Ae- Lot litres idtrnti5able& .as- Sit S i M-AALN, 1 (:£ ANTD�. UAUiK N€ Improper use and naju- ,e of your septic syste;n could mutt in its premature failure to handle wastes. Proper maintemme comwists of pt� out the septic task every three years or,somer, if needed, try a licensed . '%bat you put ulro an the system c affect the function of the septic tank as .a treatt:�t see ttte waste disposal sysiean. t)vvrter maintenance responsibilities are specified in §Corr. 83.52(1) and in CUP= 12 St. Croix County Sanitary Or Ce• The property ownter agrees to submit to SF Croix County Pbm=g & Zo g Deparmwat a certification fors>? s grxed by the owner and by a master piumbea, jowwyman pj, -mbe--. restricted phunber or a licensed pamper verifyiag that (i) the on-- te wastewater disposal system is in groper Operating condition " (2) after iaspCCtiou and gurxng if rrecessa*y ), the septic t s+1c is less than 1/3 full of sludge. Vmm, the undersigned have read to above regmments and agm to mamtain the private sewage disposal system with the standards set forth, herein, as set by tt Department of Cow and tbo Depauumt of Natural Resom=, State of W isconsia. Certification stating that your septic: system has been Maintained nvist be completed and named To the St. Croix County Pian=9 & Zoning Degarnne t within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of nViour knowledge. Pwe amfxre the owners; of the property desmibed above, by virtue of a wazra��+ deed recorded iiz Ragis a of Deeds {Tffic e. Number a y _ SIG-N of APPLIC,% -N T(S) DATE * * * .Any information that is misteprestimed may result in the sanitary perrnu bed revoked by the Planning & Zoning Department: lucktde will► tii, agphc=ou a recorded w- anry creed from the Register of Deals Office and a copy of the certified survey map is reference is made in the warranty,deed. i3 STATE BAR OF WISCONSIN FORM 2 — 1982 8 3 E3 Z - 2 3 921 WARRANTY DEED KATHLEEN H. WALSH DOCUMENT NO. REGISTER OF DEEDS —__ ST. CROIK CO., WI Neil L. Wi_lcoxson and Mary Jo Wilcoxson, husband and RECEIVED FOR RECORD wife, Grantor 11/06/2006 12:40PH WARRANTY DEED EXEMPT # 13 conveys and warrants to Kernon J . Bast an Don ajda J. S geer —Bas husband a nd wife, Grantee REC FEE: 13.00 TRANS FEE: COPY FEE: CC FEE: PAGES: 2 THIS SPACE RESERVED FOR RECORDING OATA NAME AND RETURN ADDRESS the following described real estate in —$t Croix County,�(/�C7 State of Wisconsin: SEE ATTACHED EXHIBIT A D20- 1tv4 4o-co6 PARCEL IDENTIFICATION NUMBER This i c nn homestead property. (is) Exception to warranties: Ea sements, restrictions and rights -of -way of record, if any. Dated this 31st day of _October A -D., 12 _?Qn • (SEAL). (SEAL) • Mary Wi 1 rnxcnn �- (SEAL) _ (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, 1 ss. St. Croix County authenticated this day of 19 ersonally came before me this J day of �O V C4.v - C« _ 1- 9."��{a, the above named — Neil L 14a 3 c© xm je w!kl:eexsen TITLE-: MEMBER STATE- BAR OF WISCONSIN (If not, authorized by 9706.06, Wis. Stats.) to me known to be the person$ who executed the foregoing instr nt and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Kernon - Ag Notary Public, 5 } ' • k County, Wis. (Signatures may be authenticated or acknowledged. Both are not My commission is permanent. (If not, state expiration date: necessary.) '2 - S —i , 19 ) ame a A. Willman Names or persons signing M any capacity should by typed or printed below their signatures. Notary Publ 1 mf2n.. -,, �,,,� i" , STATE BAR OF \VISGONSIN State of Wiscdrfs1 Leoai Blank (`.o tm Exhibit A PCN 020 - 1109 -90 -000 PMN 36.29.19.444B LOCATED IN PART OF THE SE114 OF THE SW1 /4 OF SECTION 36, T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SW CORNER OF SECTION 36; THENCE N89 0 50'23 "E, ALONG THE SOUTH LINE OF THE SWIM OF SAID SECTION, 1316.60 FEET TO THE WEST LINE OF SAID SETA OF THE SW114 BEING THE POINT OF BEGINNING, THENCE CONTINUING N89 °50'23 "E, ALONG SAID SOUTH LINE, 24.00 FEET; THENCE N44 °48'35 "W 33.73 FEET TO SAID WEST LINE; THENCE S00 °32'26 "W, ALONG SAID WEST LINE, 24.00 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 288 SQUARE FEET. 2of2 _� •erg' � - \I � I Nn°as, I • I • N 2 HOUSE EX1 Stlly - -_ _ _ 7• bV2g 8 I 7 o SHEp pRNE . _7 64" I ;n 2.00 ACRES $ 87,301 SO. FT. s y SHED SHED SHED I 209 .49' N 462B"W4ra @A3. LIo_DH I I �/IOO do s pC�o9 C�4� 2 .48 , ---------- - - - - -- - I � � N _ I 24 ' C 4 _ 2.79 Acres 121,397 SO. FT. TOP OF REBAR _ I ELEVATION = 1049.52 J . � S 0 21 21 01 cc 2.84 Acres " 22 acres 123,840 SO. FT. r 70 SO. FT. y LBO = 1042.00 , 2,64 Acres N )42.00 114,792 SO. FT. y 2.20 Acres 95,890 SO. FT. 1'7 n 1 ............. ... ................................................................................. ..............................• c o 211.39' - -. m v -- -- - -- -- ' - -' -- -- -- -- -— i O � P �' 39.00' db 5.48' "' 172.39' 211.09' -''' S �' �. 89°27'34" 66 � to — ---------- - - - - -- P ' N89°27'34W 330.00' _ 84. �� r . 1 N - --- -�' -- o! { I TOP OF REBAR 1 I , ELEVATION = 1038.38 O �. T $ 5 2.49 Acres 1 .. ................. .. \ ' \ \ s ... N N 108,606 SO. FT. SEE ............... ................. ... ..... I i I 12 ' 9iy9C�9�,sa ED T LBO N 046.00 33' , 33' 2.25 Acres � Fps F ?� 12' 97,797 SO. FT. 3 X 11 LBO =1043.50 L328 � N N v "r - N85 °58'31 "W 222.79' 200.47' ._ DRAINAGE N89 °53'02"VV 0' N S85 °58'37 "E REPLACEMENT SYSTEM (60'z;,U o POU.47 kcres EASEMENT N o 0 Q FT. i Z a 1 ' o o N n OUTLOT °'•:- ••_.. S85 43.00 W ' T N - -- = -- 3 �o r : 0.60 Acres _ _ $ 26,199 SO. FT. Z (A 1 SYSTEM I ,°� 0 ORIGINAL (60' 0 i S 79-22'S 6 -11,111, I N ��� 1 1 V S89 °53'02 "E 20, 62.24 .......... ; l € 1 L. - - 67.02' ._t �A "E...,::..•� M' " "E 179.6T - 6I6 I 2.00 Acres DRAINAGE p ?6 Zg , -' _ o ; HWL= 1044.00 1n N , 87,128 SO. FT. EASEMENT 48 N i , a S ° 22'5 " i / N - - --- I I LBO= 1046.00 1 1 -8�9 sir MENT oil I i N89 °50'23 "E 456.12' 1 1 A., 156.65 624.48'---- - - - - -- 45.83' 3.3! an, ra ray DRAINAGE EASEMENT 467.83' ° 0. SOIL EVALUATION REPOR..�L� ) #2oos .,. s Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and locatio \,s to nearest road. Parcel .D. d Z 2– Please print all infor Rev wed By / D Personal information you provide may be used f p rposes (P Law, s. 15.04 (1) (m)). Property Owner ❑ Property Location Bast, Kernon 6 ovt. Lot na S /4, SW1 /4, S36, T29N, R19W Property Owner's Mailing Address \ 0) O0N t # Block # Subd. Name or CSM# 948 Labarge Rd. p\X 22 na Cottonwood Ridge South City State An Code, hone ber ❑ City [j Village L\] Town Nearest Road Hudson WI 5 16 15 386 - 7775 Hudson Cty Rd N �❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement El Public or commercial - Describe: na Parent material outwash plains and stream terraces Flood plain elevation, if applicable na ft. General comments Conv entional syste , sytstem elevation 9 Trenches spaced and depth to code 5.08ft below grade. and recommendations: �— F 1-1 ❑ Boring 1\ � Boring # ❑ Pit Ground surface elev. ft. Depth to limiting factor 99 5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10yr3 /1 none Sil 2msbk mfr cs if .6 .8 2 12 -31 10yr4 /4 none sicl 2msbk mfr CS na .4 .6 3 31 -44 7.5yr4/4 none sl 2msbk mfr cs na .6 1.0 4 44 -52 7.5yr4/6 none grcos osg mvfr cs na .7 1.6 5 52 -110 7.5yr4/6 none ms osg ml na na .7 1.6 (o F il ❑ Boring 7Z Boring # ❑ Pit Ground surface elev. 99.05 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10yr3 /1 none sil 2msbk mfr cs if .6 .8 2 12 -32 10yr4 /4 none sicl 2msbk mfr cs na .4 .6 3 32 -52 7.5yr4/4 none SI 2msbk mfr cs na .6 1.0 4 52 -67 7.5yr4/6 none gr cos osg mvfr cs na .7 1.6 5 67 -110 7.5yr4/6 none ms osg ml na na .7 1.6 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD S30 mg /L and TSS < 30 mg /L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 10/21/2006 715- 760 -0347 SBD -8330 (R.07 /00) Property Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 3] Boring # ❑ Boring Pit Ground surface elev. 98.15 ft. Depth to limiting factor 110 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -14 10yr3 /1 none sil 2msbk mfr cs if .6 .8 2 14 -32 10yr4/4 none sil 2msbk mfr gw na .6 .8 3 32 -48 10yr4 /4 none Sid 2msbk mfr gw na .4 .6 4 48 -64 7.5yr4/6 none gr cos osg mvfr cs na .7 1.6 5 64 -110 7.5yr4/6 none cos osg ml na na .7 1.6 El I ❑ 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 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 /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L If n i es The Department of Commerce is an equal opportunity service provider and employer. er. you need assistance to access services or Q PP Y P P Y Y need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel Kennon Bast 994200 th St. CST - POWTSM SW1 /4,SE1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. 9248956 Town of Hudson, St Croix Co. Direct 715- 760 -0347 Cottonwood Ridge South, Lot 22 Fax 715- 684 -3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1 " =40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe uJc�S�d ❑ = Borings Boring Elevations BI = 99.05 ft B2 = 99.05 ft r B3 = 98.15 ft 3 B4 = 0.00 ft r r 3 9 1 Oz 4- 0 5 � x � X1— x + x 046.3 x ( N 1 10 8. RAIN BI + 0 6 + 87313 3.46 Acres + C.B.A. = 0 1 060.7 aO�, 150786 sq. .A. 3.4 LBO 1040. ` x' 0 �o 20 2.84 2 .39 Acres 123 = Q,.8 AC. 2.64 ores C. 103959 sq. ft LB0 =1 00 14792 ft In 23 1 13 = 1.7 AC. C. B. . = 2.6 C. .20 Ac �Rs L80= 1042 9 sq. ft 1039.0 t wo x • C.B.A. 2.2 AC. NO PR DEPTH 15' 7 POND ' CAA x 1.39 211. 1040. 4.64 I / — ------------- - -____i 038 8` - - - - - -' _ _ - - — ' - - - `-----� 1 - - - -- -` -------- - - - -- -- - - - -- - - -- 2� i 1 U155.6 330.00' � ruossrw, urn xe wr a wy.0 rnrwrsr 9 3WOH � 9 R y iii a 0 , M . •�x '�.cos�xxw ,a '` r 0O d z :a0� 3�N3a1S3U d i m r 00000= LUX 00000b 999 x0000 o lu ME m00000 000001 zo LL � oQ W I ru FT I j I jI} m - O a > j.g Go N a E m 0 r ® r p Q a ® t OL ® 4 M !6t 1! 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LL ( 2 � N J 4 N m z r: d o I^ 'v u °g 'e C4 U W I � I in Q I I I aoom .�d ava III P k 9 134 II �� ISI m N I �m y m II_ E 11 m 11 � oOORM r � L Il � Z �davo• I� ti J 'O'O 9t J C LL _ lK 2 O I VMCNYI 3!O ./L 1 J 03x14 O £xs /f 3 � O IxL N S•.S .B-! .Z-.£ .4.E .4.E ' .A-fl -0'1 1FAL tr,i£ 0 V C CL Go Ln a s tt I i pi I I I O , I � I 1 , I 1 I , I , I , I I � 1 ' I I z to ' � I I I I z { I U I I � I I Q ll/ o I zz W a A•s� I A-s� i — Z = F W O A•.E I I :1 w O � aWa� ix•o2 oixx -x , z o z 1 > OF A ru � E 1 0 0 v ^' O Al•.Yl 'Nrl 'Mi 3731d J 4 O O 4 oeT and ,o-, m a b E7 Al'.9 ru Q ' V a 'P ry A,E 30 t o m U Q O to - I 1 'LVId 191 339 N n£ rz� .e•z A-.� A•.LL A-£C Z i u C a a O ■ ■ ■ ■ ■ ■ / ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E■ ■t ■ MEMO ■C■ ME ��� NOME iiii ■loi■ ■ii ■ ■i ■ ■ /liii ■r ■ ■ - ...__ ■■■■■■ ■iii■ll��iiili ■■■i■i/ ■ ■rii■ ■moos isi ■ mom 1 /■ii ■i■ ■■lilt /i■■■■/S■i • ■■■■o iM ■o■■ ■►/OS ■l ■i ■ ■i ■�1>iiillrlls - - . - - ■�■ iii■■ iE / ■�� ■ ■►��r•_ ■Fiiiri� /r ■ ■ ■Mi ■ ■■ ■■ o■■■ i ■ ■■i ■W■ ■ ■s iisiii■ ■■■ O■■ r■■E ■■f / ■ ■■E■■■■■ ■ ■/l ■i ■ ■ ■ ■ ■ ■■o ■■ iir ■■■■■i■m■■■■i■i■■■in■■o■■E ■ ■ ■r -. -- ■■M■O■sMOM IS! ■■ ■o■■ ■ ■iir�E ■E■EiioiE • , - . ■l ■iii ■ E■■■■OO■■ ■f.■rr■■■■■■i ■i ■ ■O ■O■■l MEN ■f 1■■E■E■■■r■E��iE■rE■■i■E ■■■■■ iilsio ■ ■ ■riii�ilios ■ mom sli ■■■■iiiiiritlirli ■Eiiiii /i ■ M■M■Eio ■■■■ liliiiir�ril ■MiiiO ■ Elm 1 ■l■li■ril■ ■■■■■ ■osr■ii■i ■■■ ■■ ■ ■ ■■Il / ■ ■ ■ ■rE ■ ■■ ■ ■ ■ ■ ■ ■rO ■ ■t! ■ ■■ ■EEO ■■ /■! ■ ■ ■ ■ ■i ■EM ■■■ t ■ ■r ■ ■ ■rji ■s ■E ■iirrr� ■iEE ■ri ■N■ ■■�i��isEl�llloosi►JEil IMMEMl■■■■ilo liiilloi ■ir�isl ■ ■iiiiiil/■■i■r r'assEl/ii mom iiiiir 11l ■lii■■s■iiiMil NOON SEEN EEi■ i /1/�ri /rE����EE ■rl MEM EEiirE ■■rririiil��fEl� Iris r // ■iii■ /ill ■ill i ■ ■E NOON No �,_..�1��/lirl ■EriMNn�i �� • . MM■ ErriiEiidilioil� li�.1> /i�/ ■ ■i0ilo _ ois!'� ■rEEEEM■riEMEMii ... ; ME■MM.M■ it /J■■■�IMOM�!■■��EMMi■ r...MEN ...�. - :�.. ■.�.. ■ ■ ■ ■.r ■.r..�r OWN I f J m Q UJI Indicate management strategy by checking ( ✓) the appropriate box. CL 0 o Management Strategies v z 0 Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1 and September 15), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). • Indicate re- vegetation method: Seed D Sod 0 Other • Expected date of permanent re- vegetation: • Re- vegetation responsibility of-,,aluilder 0 Owner /Buyer • Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15 ?XYes 0 No Use of downspout and /or sump pump outlet extensions. Note: it is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. [] Trapping sediment during de- watering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired imme- diately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW-- Extension publication Erosion Control for Nome Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through the State of Wisconsin Document Sales, (608) 266 -3558. Erosion Control for Home Builders (GWQ001) can be ordered through Extension Publications, (608) 262 -3346 of the Department of Commerce, (608) 267 -4405. Z'd 26139- 986 -STG -4jam uetug cITG :TO 11 62 qaj co EROSION CONTROL PLAN CHECKLIST J Q � :, Check (✓} appropriate boxes below, and complete the site diagram tz d with necessary information. a Q u z Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. ❑ Approximate gradient and direction of slopes after grading operations. ❑ 0 11, Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❑ Location of sediment controls (filter fabric fence, straw bate fence or 10 foot -wide vegetative strip) that will prevent eroded soil from leaving the site. ❑ Location of sediment barriers around on -site storm sewer inlets. ❑ Location of diversions. Note: Although not specifically required by code, it is recommended that concen- trated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ❑ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices Include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or seeding with use of erosion control mats. ❑ ' 0 " Location of practices that will control erosion on areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. in- channel practices should not be installed in perennial streams (streams with year round flow). ❑ Location of other planned practices not already noted. 6 'd 2E6S- 986 -S1G -4jaM ueijg d2g:10 11 62 qaj Page 1 of 2 Go back to the Manufacturer Alphabetical Listing start page Plumbing Products Register Products approved for: INFILTRATOR SYSTEMS INC. INFILTRATOR SYSTEMS INC. LEACHING POWTS Attention: GOVERNMENT CHAMBER COMPONENT AFFAIRS DEPARTMENT MANUAL 6 BUSINESS PARK RD P.O. Box 768 SEWAGE TANKS, OLD SAYBROOK, CT 06475 THERMOPLASTIC Telephone: 860 - 577 -7198 Fax: 860-577-7001 Please note that the listed "Product File No" will be a link to the Product Approval Letter in Adobe PDF file format. You will need a PDF reader /viewer, such as Adobe Acrobat Reader, to view the document. Note, for Water treatment devices the listed "Product File No" may be a link to the approval letter or may contain a listing of links for various contaminants. LEACHING CHAMBER Go to top of page Product Name: QUICK4 PLUS STANDARD, QUICK4 PLUS STANDARD LOW PROFILE (LP) LEACHING CHAMBERS AND END CAPS Model Number(s): QUICK4 PLUS STANDARD (INCLUDING QUICK4 PLUS ALL -IN -ONE 12 ENDCAP WITH TOP, END, OR SIDE PIPE INLET CONNECTIONS USED SINGLY OR IN PAIRS AT ENDS OF CHAMBER LINE, OR AS A MID - CHAMBER LINE CONNECTOR) AND QUICK4 PLUS STANDARD LOW PROFILE (LP), (INCLUDING QUICK4 PLUS 8 ENDCAP WITH END PIPE INLET CONNECTION USED SINGLY OR IN PAIRS AT ENDS OF LINE; AND QUICK4 PLUS ALL -IN -ONE 8 ENDCAP WITH TOP, END, OR SIDE PIPE INLET CONNECTIONS USED SINGLY OR IN PAIRS AT ENDS OF CHAMBER LINE, - 4 OR AS MID CHAMBER LINE CONNECTOR) QUICK PLUS STANDARD, DIMENSIONS: 53.0 IN L. X 34.0 IN. W X 12.0 IN H; MAX. DEPTH OF BURY= 8 ft. [EISA for chambers with or without fabric = 20.0 sq. ft. /chamber, EISA for Quick4 Plus All -in -One 12 Endcap installed at the ends of a chamber row = 5.1 sq. ft. /end cap, EISA for Quick4 Plus All -in- One 12 Endcap installed in -line within a chamber row = 3.6 sq. ft. /end cap; Laying length of chamber = 4.0 ft., Laying length of Quick4 Plus All -in -One 12 Endcap installed at the end of a chamber row = 1.5 ft., Laying length of Quick4 Plus All -in -One 12 Endcap installed in -line within a chamber row = 0.9 ft., QUICK4 Plus Standard Open Bottom area = 9.72 sq. ft. /chamber, Quick4 Plus All -in -One 12 Endcap installed at the end of a chamber row Open Bottom area = 3.1 sq. ft. /end cap, Quick4 Plus All -in -One 12 Endcap installed in -line within a chamber row Open Bottom area 2.2 s . ft. /end P q http: // commerce .wi.gov /php /sb- ppalopp /manuf result. php /2437 /INFILTRATOR_SYSTE... 3/14/2011 i