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HomeMy WebLinkAbout040-1246-80-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and BuildinckDivision ,IF INSPECTION REPORT Sanitary Permit No: 515183 0 GENW4L 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)J. Permit Holder's Name: City Village X Township Parcel Tax No: Renken, Timothy & Cathy Troy, Town of 040- 1246 -80 -000 CST BM Elev: Insp. BM Elev: Description: / Section/Town /Range /Map No: r / 02. S� �Z 011 /_4 S 4 24.28.20.1270 TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Z Be e C1G�t Dosing � �#'�✓ Alt. BM � o -t �l/ l � • D / ! � 3 Aeration Bldg. Sewe _ tl O r , Holding St/Ht Inlet 0 5.% 03• Ht utl TANK SETBACK INFORMATION fe-Al C/o 3� 6 ,1 1 it) - 3-3 TANK TO /L WELL BLDG. vent to Air Intake ROAD Dt Inlet r r Septic Dt Bottom Dosing ; Header /Man. Aeration " Dist. Pipe 9q , Holding Bot. s4 y j _�, J<- I O 98 Y Final Grade "� �y O PUMP /SIPHON INFORMATION aw l 7• D DZ �• Manufacturer Demand St Cover GPM ( 1'l' 3 Model Number TDH Lift Friction Loss TDH Ft Forcemain Length r a. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trends PIT DIMENSIONS No. Of Pits Inside Dia. T uid Depth DIMENSIONSr" D SETBACK SYSTEM TO P/L r WELL LAKE /STREA LEACHING Man uuta=w c 7 r INFORMATION CHAMBER $n l Ty Of System: /� ✓�r / / Model Number: DI TRIBUTION SYSTEM Bader anifol istribu o / _ G (f role Size x Hole Spacing Vent t Air Intake /L Length W Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only tk — � Depth Over [ Depth Over xx Depth of xx Seeded /Sodded xx Mulc ed Bed/Trench Center L6 f �'� Bed/Trench Edges Topsoil ❑ Yes D No n Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:___/// 14 Of Inspection #2: ! ! Location: 348 Lidsay Road Hudson, W1 54016 (SE 1/4 NE 1/4 24 T28N R20W) Troy Village Lot 28 Parcel No: 24.28.20.1270 1.) Alt BM Description =Tap v4� // m .OJAI ( BM 41W e5I_Z t _.# A4 , 2.) Bldg sewer length = ? I �D 2 ,ad. Z &Ah,- - �• - amount of cover = � �' Plan revision Required? Yes jNo Use other side for additional information. — ! 1 Date Insepctor's Si nature Cert. No. SBO -6710 (R.3/97) Lc @Inig OV Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 c i n Madison, WI 537 07 - 7162 Sanitary Permit Number (to be filled in by Co.) tree 1l 5 l ,5 Sanitary Permit Applicati State Transaction Numb In accordance with s. Comn-L 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental / v unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mailing addre submitted to the Department of Commerce. Personal information you provide may be used for econdary purp oses in accordance with the Privacy Law, s. 15.04 1 m , Slats. I. Application Information - Please Print All Inform ' Property Owner' N Parcel # f oo� /L ♦ �� vt�l.) Property Owner's Mailing Ad ss % I Property Location 1 ta4 OFF1G ♦ J l x0 G Govt. Lot ,, // !Z City, State Zip Code Phone her �� /< ', N ' /., Section (circle one) H. yp of Building (check all that apply) � L # To?8 N; R �© cv 21 I or 2 Family Dwelling - Number of Bedrooms _/ Subdivision Name Bloc / 8 ❑ Public /Commercial - Describe Use 60-S P _ �), y —'- ❑ City of ❑ State Owned - Describe Use r M Number ❑ Village of qb 2.2 +-Zz 141 Town of III. Type of Permit: (Check duly one box on line A. Complete line B if applicable) A. New System Replacement Treatment/Holding Tank Replacement Only Other Modification to Existing System (er System B. El Permit Permit Revision ❑ Change of ❑ Permit Transfer to List Previous Permit Number and Date Issued Renewal Before Plumber New Owner //±± I (� n Expiration 6q r7144& IV. Type of POWTS S stem /Com onent/Device: Check all that apply) d t Non - Pressurized In -Ground LJ Pressurized In- Ground 0 At -Grade LJ Mound > 24 in. of suitable soil Mound < 4 in. ofsoil ❑ Holding Tank Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application ate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sfy System Elevation VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o New Tanks Existing Tanks Q c W. 2 U a x ti W VW� I a W O U F y Ci C7 Septic or Holding Tank i s Dosing Chamber VII. Respon ' ility at - e undersigned, assunje respW ffii%Lfor instgl4tioq of the POWTS shown on the attached plans. Plumb ame (P ' t) Plumber' MP/MPRS Number Business Phone Number Plumber's Address (Street, City, Stale, Zip Code) �•C'' , VIII-CountyffiepartmiKilt Use Onl pproved ap Permit Fee Date ssued Issuin ent Signatur. Owner G' eason �_ $ 9 )9 IX. Condig*%%A%A /Reasons for Disapproval / 1 Septic tank, eftent filter and dispersal cell must all be servtces /maintained as per management plan provided by plumber. 2. All setback requirements must be maintained Attach to complete plans for the system and submit to the County only on paper not less than 81R x 11 inches in size SBD -6398 (R 01/07) Valid thru 01/10 Aw, a P i 3 -! _ r `1 C - +, e , 4.- c I i a / A .2c0 PY GPs' Zr r I i a , Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of *ty and Buildings in accord with Comm 83.05, Wis. Adm. Code ' Environmental BY Design Atta * ch complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please print all information. 0" Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). By Da G Property Owner Property Location I 7 Continental Develop Govt Lot SE 1/4 NE 1/4 S 24 T 28 N,R 20 Property Owner's Mailing Address Lot # Block # I Subd. Name or CSM# 12301 Central Avenue NE Suite 230 28 Tn;T Village City State Zip Code PhoneNumber ❑ City ❑ Village ®Town Nearest Road Minneapolis MN 55434 612 - 757 -7568 Troy I Lindsay Road ® New Construction Use: ® Residential / Number of bedrooms 4 []Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate •7 bed, gpd/fF .8 trench, gpd/W Absorption area required 857 bed, ft 750 trench, ftz Maximum design loading rate .7 bed, gpditl? •8 tr ench, gpd/ft Recommended infiltration surface elevation(s) Upper 101.90' lower 100.75 ft (as referred to site plan benchmar Additional design / site consideration Grp so a s to meet all code requirements.. This is an addition to soil Parent material Loess Over Glacial Outwash Flood lain elevation, if applicable na ft S= Suitable for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system NS 0 u 0 S❑ u ® S❑ u ® S u ❑ S® U ❑ S N u SOIL DESCRIPTION REPORT Horizon �Pth Dominant Color Mottles Texture Structure Co nsistence Boundary Roots GPDA2 Boring# in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bad ? Trench 1 1 0 -11 10yr3 /1 - l 2msbk mfr CW 2f .5 i .6 2 11 -25 1 Oyr4 /3 - A 2msbk mfr cW l f .5 .6 Ground 3 25 - 34 7.5yr4/4 - is 2msbk mvfr CW - .7 .8 elev 106.24 ft 4 3443 7.5yr4/6 - s Osg ml cW - 7 8 Depth to 5 4347 7.5yr6/4 - cs 7.5yr6/4 ml CW - .7 _8 limiting factor 6 47 -96 7.5yr6/4 - s* 7.5yr6/4 ml - - .7 .8 Remarks: * w/ bands of s 7.5 4/4 2 1 0 1 Oyr3 /3 - st r ' ` i '` 2msbk / mfr cW 2f .5 .6 2 4 -10 7.5yr4/6 - �, i �Lmsbk mvfr cW if .7 ! .8 Ground Gro 3 10 -89 7.5yr`7/6 - ° tx <. ml - - .7 ; .8 102.50 It Depth to L limiting , r factor �'� 11 a 1 7 >89 Remarks: CST Name (Please Print) Signature: � — Telephone No. Thomas C. Nelson 715 -246 -2454 Address Environmental By Desi Date _/ -9 CST Number Ref # 1432 120th Street, New Richmond, W1 54017 227387 233 PROPERTII OWNER: continental Development SOIL DESCRIPTION REPORT ®Page 2 of 3 PARCEL I.D Environmental By Design Depth Dominant Color Mottles Structure GPDff1 Horizon in Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. onsistence Boundary Roots Bed Trench F 0-16 10yr3/2 - s1 2msbk mfr cw 2f .5 .6 16-22 10yr3/6 - is 2msbk mvfr cw if .7 .8 Ground elev 3 22 -33 7.5yr6/6 - s* Osg ml cw - .7 .8 106.188 4 33 -88 7.5yr7/6 - s Osg mi - - .7 i .8 Depth to limiting Z factor > Remarks: * w/ bands of Is 7.5yr3/4 4 1 0 -20 1Oyr4/6 - sil 2msbk mfr cw 2f .5 .6 2 20-24 7.5yr4/6 - is 2msbk mvfr cw if .7 ! .8 Ground - - elev 3 24-86 7.5yr6/6 s Osg ml .7 8 102.62 ft 1 Depth to (p limiting 11 factor t >86 Remarks: S 1 0 -7 10yr3/2 - 1 2msbk mfr cw 2f .5 .6 2 7 -16 7.5yr3/4 - sl 2msbk mfr cw if .5 i .6 Ground elev 3 16-28 10yr3 /6 - ifs 2msbk mvf7r cw - .5 .6 104.18 ft 4 28 -32 7.5yr4/4 - Is 2msbk mvfr cw - 7 8 Depth to 5 32 -86 7.5YR716 - S Osg ml - - 7 8 limiting factor >86 Remarks: Ground elev Depth to limiting factor Remarks: :i [Kvf �Y Of5i 9 ti �. 1432 - 120' h STREET, NEW RICHMOND, WISCONKN 715-246-2454 Torn Nelson Certi Soil Tester'227387 --- Registered Sanitarian SR00713 r o L' IYN t < eq v , S cat ':Cp Q. . ................ SCALE V = 0 Tom Ne!§on Bml- o c-jtc.+-r1 IOU BM2 T e c r I f q lie -�. q -7 C? > 14 °> $ 101.8 O O _ V) $ p0° gyp`' 35 0 50 4p,,. C 2.2 r m kp a+ Z 9 p, t5'0 I O co OD N � N to Ln c b. I � Dh00:' O O �• (A 00 O � p � � \ \ sp. e , �''S 3 0 0 00" W 3 — �� 9 \� '' ST_ ANNES PARKWAY_ 4 ?� W N 300 0'00" E 33 .51' $ A S v • — 0 100 > N N, C6 8 I 52.14' o N 00-, ?S S 00 0, rR. �� a co o - - - - - �.1 w - — o 46 N $°- D� r0 � �,, �,° t p�� W a � %(A — N � O} - -- Vr 0 � L4 15.1 1501- m '� =+1 > Gt A m ' g to c„ po .p�S+ O. I $N N sS N r N `^ D 00 146.42, nt H 00- 890 ;0 -n 1 46. , 1 0 , I 9 \ ' v� 42 00 , D N = a° 00" W 18 1 8 .50 , 0 to (o N o 26,3• s001 �N $ $ >N Q (A > to �S � — — _� g 0. rn ° N s\ Asa _ LIN - 08 - — w ,� 14 c Y ROgp S 1 — _mwl o , > Cn 0 +` 0 x :'v 39;43, 880 0 0•. N cn o' rn _46 ;0� Ng rnED � > N W $ § 0 SA CD 0 0 9 4.64 N ;+� g CD co 8.42, y, `�' ?28.42, CD S 100 44. 1 18�pZ, b �. = 18. 0 O CD ¢• N tT N W v• � ° r 0 c w 5 o o c , W 00 o n r ASSUMED BEARINGS REFERENCED TO THE w O D m NORTH —SOUTH 1/4 SECTION LINE OF SECTION 19, C tQ °, p f l • • T28N, R 19W, WHICH BEARS N 00 E. —•� co c CD W e. r N ! 2259° •88 <<z ' N 2 96 � �^ w N2 1 N rbo O i LO p G .� LO +r b N W o W o 0. N " 3 Soil Absorption System Cross Section ft 4" Schedule 40 Final Grade PVC Vent Pipe With Vent Cap = ft Leaching -- Chamber ft ♦— Syst�evation 3 ft ft Soil Absorption System Plan View ft ft { 1 ft Leaching Trench 1 Vent Or Observation Pipe Chambers M.1 Tff 4° Dia. Trench 2 Header Leachina Chamber Smecifications Manufacturer And Mode{ EISA Ratin sq ft per chamber Soil Application Rate 7 gpd /sq ft gpd Design Flow - � Soil Application Rate EISA = Chambers 2 rows of _c;� chambers each. Page of POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page j of 'FiLE,INFORMATI ON SYSTEM 'SPECIFICATIONS 0 ner � Septic Tank Capacity ga l ❑ NA 1 Permit Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer 7 1 ❑ NA Number of Bedrooms 0 NA Effluent Filter Model ❑ NA Number of Public Facility Units (a NA Pump Tank Capacity gal 49 NA Estimated flow (average) gat /day Pump Tank Manufacturer -E"A Design flow (peak), (Estimated x 1.5) gal /day Pump Manufacturer - O L NA Soil Application Rate al /day /ft2 Pump Model -ANA Standard influent /Effluent Quality Monthly average* Pretreatment Unit ETNA Fats, Oil & Grease (FOG) 530 mg /L 13 Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) :!9150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) - NA Biochemical Oxygen Demand (BOD,) 530 mg /L Or in- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) <30 mg /L ,19 NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) <i 0 cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other ❑ NA Other: ❑ NA 1 * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA CMAiNTENANCE SCHEDULE Service Event Service Frequency inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA f ear(sl Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA inspect dispersal cel((s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA -0 year(s) Clean effluent filter At least once every: ❑ mo (s) ) 10 year(s) ❑ NA 'n=cect oump, pump controls & alarm At least once every: ❑ month(s) - :Rl NA ❑ year(s) Fivai; (ate-ais and pressure test ! At least once every: ❑ month(s) ❑ NA ❑ year(s) At Least once every: ❑ months) ❑ year(s) ❑ NA O ❑ NA ViAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS inspector• POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify 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 ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page OT .1;2 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). (f high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cel)(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent_ To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN if the POWTS fails and cannot be repaired the following measures 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 replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. Q A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. D The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. O Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS 'OWTS iNSTALLE ' POWTS MAINTAINER Name Name Phone _ _ C 1 Phone ;EPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATO Y AUTHORITY Name Name Phone Phone 1 "his document was dra`:et =- c_-:; ance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. START UP i#ND OPERATION Page o - r For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). if high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may €ill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(sj and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • Alf piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material CONTINGENCY PLAN if the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ol— A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNiNG> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. !kDDiTIONAL COMMENTS ) OWTS iNSTALLE POWTS MAINTAINER Name Name Phone _ Phone ;EPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULAT013Y AUTHORITY Name Name . Phone Phone 1 'his document was dratet '- c' ance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTAMANCE AGREEMENT AND r �'J OWNERSHIP CERTIFICATE FORM OwnerBuyer / M �y >(mkai Mailing Address Pte, Address (Verification requae�fram Plaonm8DePa<tmeoRfaraew aaottudim) City/State U-4CA I Parcel Identification Numbed o �A - ✓s�G .�U O<✓U LEGAL DESCRIPTION Property Location 'f., kg _ % Sec. aq T d9 N -R W, Town of Subdivision I r0� Vi Lot# G" Certified Survey Map# , Volume Page Warranty Deed# 4 Volume Page Spec house yes — L no Lot limes identifiable y es no SYSTEM MAINTENANCE Improper use aad-maintenance of your••sgMc system could result its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you.pat. into. the.system..can affect the fimction of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to- submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on- site wastewater disposalsysternismproper .operating condition and/or (2) after inspection and pumping (ifnecessary), the septic tank is less than 1/3 full of sludge. I/we, the undersignedlauereadtheabove ngmrements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by th Department of Commerce and use the Department of Natural Resources, State of W isconsin.Cerr;Scationstating that your.septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 10 days of the three year expiration date_ S GNI ATTURE APPLICANT DATE #of proposed bedrooms OWNER CERTIFICATION I (we) certify that all- statements on this form are true to the best of my (our) knowledge I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE Any wfamatim tht. o mi represmRed may rack m they permit being revoked by the 7eB Depubn -1 "°" " Indude with this apphcatim a tamped warranty deed from the R,egista of Deeds office a copy of the ratified survey map if refamm is made uLdw waaaoty deed . . llll 111l llll 0 llll 4 lll lil llll llllllllllllllllll 904839 BETH PABST SPECIAL WARRANTY DEED ` REGISTER OF DEEDS l 'ter ST. CROIX CO., WI This Deed, made between M[ &I Mfarshall & Maley Bank RECEIVED FOR RECORD 10/05/2009 11:10AM i — SPECIAL WARRANTY DEED EXEMPT s Grantor, and Timothy Reaken. and Cathy Renlcen REC FEE: 11.00 TRANS FEE: 150.00 PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): LOT 28, TROY VILLAGE ADDITION IN THE TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. Recardinig Area FOR INFORMATIONAL PURPOSES ONLY Name and Return Address ADDRESS: 348 LINDSAY ROAD, HUDSON TAX KEY: 040 - 1246 -80 -000 Timothy and Cathy Reaken 3�5 T3ay 5 hone t3tvd G.Pr�$ 3 310 ot. - I 1 040- 12a6- 80-000 1 ParcelIdenfl ationNumber(PIN) This is not homestead property. Dial (is not) II � Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances, arising i by, through or tinder Grantor, except municipal and zoning ordinances and agreements entered under them, recorded easements for the distribution of utility and municipal services, recorded building and use restrictions and covenants, general taxes levied in the year of dosing. Dated this day 1 , 2009 bY� vtG�: �i S:S t11tk Oicea� by I M &I Marshall & usley Bank AUTHENTICATION l ACKNOW'LEDGMEN'T Signatures) STATE OF W1 S L n&4% ) / ) as. G�bI.A County ) / authenticated this day of ers y e before me this / � day of the above named s TITLE: MEMBER STATE BAR OF Vtr1SCO1 p,RY PU,114 no � authorized by §'706.06, Wis. State.) Ar ns joaolyn to be the person(s) who executed the foregoing _ ledged the same. THIS INSTRUMENT WAS D BYIODI S. MW Marshal &hale Bank HINES • S = taryPublic, State of Cam. `S ' JS) x � -- (Sigaadues maybe authearicated. or acknowledged. Both Y Comm i ssi on 5 � (If not,. state expira i /O d ate : I Naeaes of persons signing in any capacity mustbe typed or printed below their signattrm - SPECIAL WARRANTY DEED INFO -PRO (OW)SW2021 www.irdoproforms.corn 1 1 of 1 • Safety and Buildings Division 13 East Spruce Street Chippewa Falls, WI 54729 www.con=erce. sta te. wi. us Visconsin Tommy G. Thompson, Governor Department of Commerce Brenda J. Blanchard, Secretary October 12, 1999 CUST ID No. 263197 ATTN: INSPECTOR ZONING OFFICE ENVIRONMENTAL BY DESIGN STfCROIX COUNTY 1432 120TH STREET w "' " a 101 CARMICHAEL RD NEW RICHMOND WI 54017 F9UDSON WI 54016 RE: CONDITIONAL CERTIFICATION— Identification Numbers Site I.D. Number: 1260 SITE ST CROIX COUNTY, TOWN OF TROY Transaction No.: 20751 -901 NE 1/4, SE 1/4, S24, T28N, R20W Please refer to both identification LOT 28 - TROY VILLAGE SUBDIVISION numbers, above, in all correspondence DESCRIPTION: MOUND RESTRICTION RELEASE with the agency. The Department has reviewed the request to release the mound restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby made to waive the mound system restriction for the primary soil absorption system on this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction for the primary soil absorption system should be incorporated into a correction instrument under s. 236.295, Wis. Stats. It should be noted that the replacement system is a mound system. This recommendation will eliminate future questions regarding the restriction on the recorded plat. 2. Both absorption system areas are preplanned, and as such no development shall occur in the preplanned area and development adjacent to the preplanned area shall meet appropriate setbacks so as not to jeopardize private sewage system installation. Pursuant to Com 87.04 (7) (a) 2., Wis. Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. 3. The mound replacement area is to include a 25 -foot setback area down slope of the mound perimeter that, along with the mound area itself shall not be subject to soil compaction or alteration during building construction. This certification does not include review of the design for the proposed private sewage system. All other 9 P P P 9 Y applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit fora project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. ' 3 October 12, 1999 Troy Village Lot 28 Page 2 of 2 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 09/08/99 FEE REQUIRED $ 80.00 O FEE RECEIVED $ 80.00 eroy . Jansky, ;a�sje w Specialist BALANCE DUE $ 0.00 Field O erations Bureau (715)726 -2549 Fax (715)726 -2544 Voice Ijansky @commerce.state.wi.us cc: Continental Development DOA Plat Review i ERV I * POK AERTA L i 1432 120 STREET, NEW RICHMOND, WISCONSIN 715- 246 -2454 Tom Nelson Certified Soil Tester 227387 -- Registered Sanitarian SRS X0713 Tro �.►►�:��. 10 ( 62 0 1 5 � ! � 5 10 y.(8 n s a o � a 4 4 � f f r(c S beck, G e --_. SCALE 1" _ Q Tom Nelson BM2.T Tv F l op �� IQc ric �g 16B 7 O t co h '-') 9 r,� (by (1� ifan 4iPe e.�2v QO�, �q Wisconsin Wartment of Commerce SOIL AND SITE EVALUATION Page i of 3 Division ol"Salety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental By Design Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please print all information_ Reviewed (J�(f Date Personal infameW you pry �y be used for secondary puny (Privacy Law, s. 15.04 (1) (m)). By Property Owner Property Location NE 5r Continental Development Govt Lot WI W 14 S 24 T 28 N,R 20 W Property Owner's Mailing Address Lot # ! Block # Subd. Name or CSM# 12301 Central Avenue NE, Suite 230 28 i Troy Village City State Zip Code PhoneNumber El City n Village F�lTown Nearest Road Minneapolis MN 55434 612- 757 -7568 Troy Lindsay Road IN New Construction . E Residential / Number of bedrooms 4 '"Addition to existing building [] Replacement Use. F] Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpolli= .8 trench, gpdff Absorp area required 857 bed, ft 750 trench, ftz Maximum design loading rate .7 bed, gpdnF .8 tr ench, gpolf 2 Recommended infiltration surface elevations) Upper 101.90' lower 100.75 ft (as referred to site plan benchmar Additional design / site consideration Grade so a s to meet all code requirements.. This is an addition to soil Parent material Loess Over Glacial OutWash Flood plain elevation, if app Ncable na ft S= Suitable for System I Conventional i Mound 1 In - Ground Pressure j AT - Grade I System in Fill ( Holding Tank U= Un El for system I ®S U I ® S U I ® S❑ U I ®S ❑ U EIS M U I ❑ S® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure nsiste 3oundary Roots GPDN Bont3# in. MunSell Qu. Sz Cont Color Gr. Sz Sh. Bed ? Trent, 1 1 v -1 i 3 vyr3/ 1 - i 2msbk Mir cw "1 3 .6 f I 2 11 -25 10vr4/3 - sl 2msbk mfr cvv if .5 i .6 1 Ground 3 25 -34 7.5yr4/4 - is 2msbk mvfr cw - . . 8 elev F 106.24 ft 4 34-43 l 7.5yr4/6 i - l s l Osg rW cw .7 8 5 43-47 7.5 /4 - 7.5 - Depth to y� cs yr6 /4 ml. cw .7 .8 limiting factor 6 47 -96. 7.5yr6/4 _ s* 7.5yr6/4 ml - - .7 .8 >96 Rte: ' w/ bands of s 7.5yr4/4 2 I 1 0 1Oyr3/3 - sl I 2msbk I mfr cw 2f 5 6 I 2 4-10 7.5yr4/6 - is 2msbk mutt cw if .7 .8 Ground 3 I M9 7 5vr7/6 _ c 0cQ ml - - 7 9 elev 102.50 ft Depth to limiting factor.. >89 Remarks: CST Name (Please Print) Signature: Telephone No. Thomas C. Nelson 715- 246 -2454 Address Emiromnental By Design Dateg 99 CST Number Ref # 1432 120th Street, New Richmond, W1 54017 227387 233 PROPERTY 13WNER: Continental Develoyment SOIL DESCRIPTION REPORT ® Page 2 of 3 PARCEL lA.9 Environmental By Dmi Depth Dominant Color Mottles Structure GPD/fF Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. r flsiste Boundary Root Bed 'Trench 1 0 -16 10vr3/2 - st 2msbk mfr cw 2f .5 ? .6 2 16-22 10yr3/6 - Is 2msbk mvfr cw if .7 .8 I Ground elev 3 22 -33 7.5yr6/6 - s* Ogg ml cw - .7 .8 106.18 ft _ _ _ 4' 33 88 7.Syr7/6 - s Osg ml .7 .8 Depth to limiting factor >88 Remarks * W/ bands of Is 7.5yr3/4 4 j 1 0-20 IOyr4 /6 - i A 2msbk i mfr cw 2f 5 6 2 20-24 7.5yr4/6 - Is 2msb mvfr cw if .7 i .8 Ground �--- -- eibV 3 24-861 7.SyiG;G - s vbg uu - - 7 a 102.62 ft Depth to limiting factor >86 { 1 I I I I { 1 Remarks: S 1 0 -7 10yr3/2 - 1 2msbk mfr cw 2f .5 .6 2 7 -16 7.5yr3/4 - st 2msbk mfr cw if 5 ? .6 _. Grou d elev 3 16-28 10yr3/6 - Ws 2msbk mvfr cw - .5 .6 104.18 ft 4 28 -32 7.5yr4/4 - is 2msbk mvfr cw - .7 ' .8 1p�ng 5 32 -86 7.5YR7/6 - S Osg nil - - .7 .8 factor >86 Remarks: Ground elev Depth to limiting factor Remarks: 4� [NVf i �N 1432 120'' STREET, NEW RICHMOND, WISCONSIN 715 -246 -2454 Tom Nelson Certified Soil 'Fester 227387 - -- Registered Sanitarian SR00713 Jn0�A A L v f V5 Troy o 6. N f �S4 e. � ?_ of c c V 11 4.'t r? & �l�M 1 SCALE Ill= 0 Tom Nelson d BM 1. -r op o�F cle c'�ri C for- `:1ea 1 UO BMI r ,. PROPERTY OWNER SOIL DESCRIPTION REPORT Page $ of 87 4 PMEL 1A 0 Oepth IDominantColor Moores Texture Structure Roots GPO /tt4 Boring # Horizon in I Munsett ` Ou. Sz. Corn Color I I I Gr. Sz. Sh. Bed ITM= Illp 310. A 0 -12 10YR 3/2 - -- sl llcsbk 6fr lcw 3vf 1 0.46 I I B 1 12-27 10YR 4/4 - -- - cl L slik L f i I w I lvf 1 0.4 I O Ground B2 27 -45 10YR 4/6 - -- sl 6 csbk Lfr w I lvf 10 elev. i 9 C 45 -78 10YR 6/6 mld 10YR 4/4 fs s -- lvf - -- Depth to WI irirt9 factor I Remarks: Boring # A 0 -17 I10YR 3/2 sl I - -- 2msbk I cw 2vf 0.5 i0.6 3% 263:1 sl 1 2msbk mfr 2vf 0.5 ; 0.6 B1 1 17-37 � 10YR 4/2 - -- B2 37 -52 lOYR 4/6 - -- sl I2 — cw lvf 0.4 0.5 Ground elev. B3 1 52-72 1 10YR 5/8 lcld 5YR 5/8 sl lcsbk lMf 9 00.9 ft. Depth to li miting tam 52" Remarks: Boring # A 0 -17 10YR 4/2 - -- sil 2fsbk Las 0.5 0.6 ...2.. BL 17 -37 10YR 3/2 - -- Isil 2msbk mfr cw Mx B2 37 -56 10YR 5/6 - -- sil 2msbk mfi LCw lvf 10.5 0.6 Ground dev. B3 56- 6217.5YR 5/6 - -- sl lcsbk ___ w � vf .4 0.5 90 ft. ( of 6 .7 0.8 C 62 -80 7.SYR 5!6 - -- s ,Os ml Depth to I i limiting factor > 80" Remarks: Boring # A 0 -14 10YR 4/2 ` - -- sil 2msbk `mfr cw 2vf— 0.5 0.6 B1 14 -30 10YR 5/3 - -- 2msbk mfr ci lvf 0.5' 0.6 B2 30 -48 10YR 3/2 sil 2msbk mfr cw lvf 0.5 0.6 Ground elev. B3 48 -72 10YR 5/6 - -- sil 2msbk mfi cs lvf 0.5 0 C 72 -80 7.5YR 5/6 - -- s Osiz ml lvf 0.7 0.8 Depth to limiting l > Remarks: Sao -93. MOSA21 PROPERTY OWNER SOIL DESCRIPTION REPORT Page 2 of 87 PARCEL I.D. x Depth Dominant Color Mantes (Texture I Structure IConsistencelBo�ti (Roots GPDift Boring # Horizon in. 4 Munsell I Ou. Sz. Cont. Cow Gr. Sz. Sh. { Bea VTnerrn A 10 -20 10YR - -- 1 �2m-csbk 1Mfr cw 3vf -f 244? B1 20 -27 10YR 4/3 - -- s 2msbk (mfr as lvf 0 B2 27 -39 10YR 5/3 - -- sil 2msbk Icw of 0.5 6.6 Ground i elev. 9 B3 39 -58 10YR 5/6 - -- sl lcsbk fi w of 0.4 b.5 Depth to B4 1 58-80 7.5YR ld 10YR 4!4 11S l o siz vfr cw ILvf -° '-- limiting fB= R 80 -84 10YR 8/3 - -- lmst - -- - -- --- -- - -- 58" Remarks: Boring # A 0 -27 10YR 3/2 - -- sil 13f -msbk 1Mfr I CIV 1 3vf 0.5 0. 8245 B1 27 -38 10YR 5i4 - -- lfs lcsbk as lvf 0.5 `0.6 B2 38 -47 7.5YR 4/6 - -- sl 2msbk mfr 01W lvf .5 0.6 Ground eley, B3 47 -71 10YR 5/3 ml -2p 5YR 5/8 sicl 1 2m-csbk mfi cw lvf -- - -- 90 ft. C 71 -80 10YR 5/8 - -- s s --- lvf -- - -- Depot to limiting factor 47" Remarks: (- Boring # -21 , A ' ___ sit 6f -msbk Lfr i I v 0 10YR 3/3 `<y246< g1 �21 -43 10YR 5/6 - -- it L lvf �0.5 0.6 B21 43 -53 7.5YR 5/6 - -- sl lcsbk lvf 10.4 0.5 Ground elev. B22 1 53-60 7.5YR 5/6 �lf 10YR 4/4 sl lcsbk imfr - -- - -- 9 0b 9 ft. I C 60 -75 7.5YR 4/6 - -- gs +cos lvf - -- - - r Depth to i limiting I tactor 53" Remarks: Boring # A 0 -28 10YR 3/2 2f — msbk fr w 3vf 0.5 0.6 . .. - -- 1 § 247 - 28 -37 10YR 5/4 - -- lfs lcsbk Ground vfr s lvf 0.5 '0.6 Y B2 1 37-49 7.5YR 4/6 f3d 5YR 5/8 sl 2msbk fr w lvf - -- - -- elev. B3 49 #10YR map 5YR 5/8 sic 2m -csbk L ift cw lvf - -- --- � 9 C 7 - -- Os 1 -- lvf - -- - -- Depth to limili factor 37" - -- - Remarks: J Figure K C - ^" i~OFCO R Main From X W Observation Permanent Pump Pipes Markers b i}istribution Trench Of z ~ - 2 r Pipe Aggregate 35 X g�; L ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER �� ■�, 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 - 4680 September 15, 1999 Wisconsin Department of Commerce Plat Review ATTN: Leroy ]ansky Box 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 23, 27 -28, 60 -61, 64 & 112 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil reports for lots 23, 27 -28, 60-61, 64 and 112 in Troy Village Subdivision, filed by Tom Nelson, CSTM #227387 and have conducted onsite soil verifications on these lots. My findings have verified that the soil conditions as reported by Mr. Nelson are accurately described. The soils on these lots are suitable for subsurface sewage disposal with loading rates of 0.5/0.6 and 0.7/0.8 GPD /sq.ft. I'm also concerned that a large portion of the tested area on lots 23, 27 -29 and 112, was disturbed due to the fact that the borings got quite large during excavation and were open for such a long time. Specifically, I'm concerned that when these borings are back filled, some of the subsoil will mix with the coarser soils, thus affecting the infiltration rate. If you have any questions regarding this issue, please contact me at the number listed above. Sincerely, Rod Eslinger Zoning Specialist ialist cc: Chuck Cook, Continental Development Corporation Tom Nelson File *1 6m.onsi7i 0e0arvnentatIndUstn1• SOIL AND SITE EVALUATION REPORT Page I of d_ tabor and Human getauorn •oivislon ac Saari a 13 -k*ngs in accord with ILHR 83.05, Wis. Adm. Code fPARCELI.O. UNTY T. CROIX Attach complete site plan on paper not less than 8 112 x 11 inc size. Plan must include, but not limited to vertical and horizontal reference point (B , ilia f slope, scale or dimensioned, north arrow, and location and distanc ro ad.. / APPLICANT INFORMATION PLEASE PRI FO 10 6 V I EYVED 8Y DATE PROPERTY OWNER: Iry P TY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB GqrjOT 1r4W 1 /2S 19T 29 NR 19 -W«)W PROPERTY OWNER':S MAIUNG ADDRESS ` ST CROIX L ot 9E9G'm a SU80. NAME OR CSM s 260 COUNTY ROAD F rni INTY TROY VILLAGE CITY, STATE ZIP CODE Nf ILLAGE OWN NEAREST ROAD HUDSON W 54016 - GOFFIC>^ Y i i - 11josA v , DIED bq New construction Use [ J Residential I Number ( Addition to existing building L I Replacement ( J Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate 0. 4 bed. gpd/tt - trench. gpol(2 Absorption area required OD bed. trench, ft Mamm m design loading rate D• bed. gpd/9 D • S Mx h, gpollt Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design I site considerations 546 No s o� E o 7 / Z� Parent material 4 /' mA!5 /7 /GL��poLpA41 7 Rood plain elevation, if applicable N/A It S s Suitable for System CONVENTIONAL. M0UN0 IN- GROUNO PRESSURE AT -GAAOE SYSTEM IN FqL HOLDING TAW U. U nsuitable for system I CS ZU 1 ZS O U 1 a s O U I a S w a S w a s RU SOIL DESCRIPTION REPORT Depth ( Dominant Color Mottles Texture Structure Botz>�ry Roots G P D /ft Boring # Horizon in. Munsell I Qu. Sz. Cont. Color I Gr. Sz. Sh. I Bed Mmncri A 0 -12 10YR 3/2 sl 11CSbk mfr cw 3vf 10.4 10 3109 B 12 -27 10YR 4/4 - el 1 2mshk mfi 1 jzW lvf 0.4 IO Ground B2 27 -45 10YR 4/6 - -- sl csbk mfr w 1 elev. I 9 C 45 -78 10YR 6/6 mid 10YR 4/4 fs s -- lvf - -- - -- Depth to limiting factor 45" Remarks: Boring # A 0 -17 10YR 3/2 1 - -- I sl 2msbk mfr cw 2vf 10.5 :0.6 263:;;:: B1 17 -37 10YR 4/2 - -- sl 2msbk mfr 2W 2vf 0.5 0.6 B2 1 37-52 10YR 4/6 - -- sl _ 2m-csbk Tnfr I CW 11vf 0.4 ?0.5 Ground elev. B3 52 -72 10YR 5/8 cld 5YR 5/8 sl lcsbk mfr - -- - '-- 9 00.9 ft. 1 -- Depth to limiting factor 52 Remarks: CST Nance: —atoms Pnnc ,AMES D. RLKINS P (715) 425 -7631 Addrem OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS. WI 54022 Sgnamre: Dam ol'f ; CSTM0 i PRCPFMCWNER SOIL OESCRIPTION REPORT Page tot _ 3 FIMCEL I.D. s pth Dominant Color Baring # De Mot>ies Structure Roots GPO /tte Ba Honzon I (Texture I IC.or>S�oenoel�N in. I Munsell Du. SL Cont. Color Gr. Sz. Sh. Bed iTn�nC't :e A 0 - 10YR 4/2 - -- 1 2m —csbk Imfr cw v— 244;s: ` B1 20 -27 10YR 4/3 - -- 2msbk mfr as lvf B2 27 -39 l0YR 5/3 - -- sil 1 2msbk 1 3 Ground cw Lf 0.5 13.6 elev. f i w o f 0.4 0.5 9 B3 39 -58 10YR 5/6 -- sl l lcsbk Depth to B4 58 -80 7. SYR ld 10YR 4/4 is vfr cw lv --- ' -- limning factor R 80 -84 10YR 8/3 ___ lmst - -- --- --- -- - -- 58'_ Remarks: Boring # b :s Ground elev. ft. Oepih to Iimtting tactor Remarks: Boring I I I Ground elev. Depth to limiting factor Remarks: Boring # Ground elev. ft Depth to Noating factor I Remarks: S8O.a�SOlA.o6NZt PAGE 3OF3 SITE PLAN o 3 /* 3.79 S ZG 3 t- -Z 44- for 3� ❑ 8 -,3ie G 0 o� G,or Z7 ( NOTES: PROVIDE MINIMUM OF 1' SAND n r'f BETWEEN BOTTOM OF BED AND IY EXISTING GROUND. ` MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' I/ FROM LOT LINE. SCALE: 1 " = 40' OGDEN ENGINEERING CO. JAMS . ALKINS. CSTM03988 / Civil Engineers & Land Surveyors / 113 W. Walnut St. River Falls, WI 54022 DATE: 4 < 7 / (715) 425 -7631 i - W%consr•Departrr+ntofindustrY. SOIL AND SITE EVALUATION REPORT Page LatI Labor and "an Relauons civis,onvo SaletV s Buildings in accord with I LHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX PARCEL I.D. s not limited to verticai and horizontal reference point (8M) % of slope, scale or dimensioned, north arrow, and location and distance n iR }o s \ . REVIEWED BY DATE APPLICANT INFORMATION- PLEASE PRI L INFOWATI Wo i PROPERTY OWNER: ,Z l LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB G LOT 1r4W 1/2S 19T 29 NR 19 -�*(wl W PROPERTY OWNER:S MAILING ADDRESS ` L 6('!E* SU80. NAME OR CSM s< 260 COUNTY ROAD F STCROIX TROY VILLAGE CITY, STATE ZIP CODE E ILLAGE OWN NEAREST ROAD HUDSON 54016 M ICE Y V00 Y aAV New Construction Use (X ] Residential / Nu t ( ]Addition to existing building L ] Replacement ( ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rams A bed gpd/ft -~ trench, gpdA Absorption area required OD bed. ft �� trench, ft Maximum design loading rate g bed, 9pdM D • S trench, 9pd/ft2 Recommended infiltration suftw elevations) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations ` /Vo>� o N ��E - :;.S; Parent material G =� 7�LL /poLO�/ lie Fiood plain elevation, if applicable N/A ft S s S t itat>fe for system CONVENnONAL MOUNO IN -MONO PRESSURE AT -GRADE SYSTIDA IN FILL HOLDING TANK U- Unstutable far s►stern 0S Z u I S❑ U I ❑ S Z U I Q S i8u I Q S CEr I ❑ S ZU SOIL DESCRIPTION REPORT Depth I Dominant Color I Mottles �, I Structure I I I GPO /ft goring # Horizon in. Munsell p Sz. Color Texture Gr. Sz. Sh. Cor�rsmence Roots Bed I TO= A 0 -12 10YR 3/2 - -- sl llcsbk 6fr cw 3vf 10.4 1 0 - 9 310% B 12 -27 lOYR 4/4 - -- w lvf 0.4 IO Ground B2 27 -45 10YR 4/6 - -- sl 2csbk fr w lvf elev. 9 C 1 45-781 10YR 6/6 mld 10YR 4/4 i fs s SZ L lvf - -- - -- Depth to limiting factor 45" Remarks: Boring # A 0 -17 lOYR 3/2 I - -- Isl 1 2msbk cw 2vf 1. 0.5 '0.6 ?263< B1 17 -37 10YR 4/2 sl 2msbk mfr 2vf 0.5 0..6 is - -- t000G B2 1 37-52 10YR 4/6 - -- sl 2 - cw lvf 0.4 ?0.5 Ground elev. B3 1 52-72 10YR 5/8 cld 5YR 5/8 sl l icsbk mfr - -- Ivf 9 00.9 ft. I - -- Depth to limiting factor 52" Remarks: Names --Flew Prin JAMES 0. FLKq PlOw (715) 425 -7831 OGDE N ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 Signaare y Dam 4 Q 7 CSTM03988 PROPERTY OWNER SOIL OESCRIPTION REPORT Page H of _ 3 PARCEL I.D. Y a Depth Dominant Color Mottles Texture Structure C matieroe I GPD /tt- Boring # Horizon in I MUM I Gu. Sz. Cont. Color Gr. Sz. Sh. Bed Ire= 244 A 0 -20 10YR 4/2 - -- 1 2m —csbk mfr 1cw v — B1 20 -27 10YR 4/3 - -- 2msbk mfr as lvf Ground B2 27 -39 10YR 5/3 - -- sit 2m cw of 0.5 elev fi w of 0.4 0.5 9 06. 4 1t. B3 39 -58 lOYR 5 6 --- sl lcsbk Depth to B4 58 -80 7. SYR ld 10YR 4/4 is vfr cw lvf '° Iftng faw R 80 -84 LOYR 8/3 lmst - -- - -- —'— -- --' =-- 58" Remarks: Boring # 2R :: Ground elev. ft Oeplht to Iirftng factor Remarks: Boring L Ground ! I elev. ( II It. I I 1 Oepth to limiting I factor Remarks: Boring # I Ground elev. It Depth to limiting tac>tx I Remarks: Sao- &=R.Q&vM PAGE 3 OF 3 R f ' SITE PLAN $ ,Alell/ylW4 / " /goN il, - 903.79 0 -,Z4 3 t� -2 4-4- G �0 �o G,oT Z7 NOTES: PROVIDE MINIMUM OF 1' SAND Gf BETWEEN BOTTOM OF BED AND l EXISTING GROUND. ` MOUND TO BE A MINIMUM OF: 25' I FROM DWELLING; 50' FROM WELL; 5' V FROM LOT LINE. SCALE: 1" = 40' / OGDEN ENGINEERING CO. DAME . FILKINS, CSTM03988 J Civil Engineers L Land Surveyors / 113 W. Walnut St. River Falls, WI 54022 DATE: �` °�� / (715) 425 -7631