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Home My WebLink About040-1244-50-000 ST. CROIX COUNTY ZONING DEPARTME RE CEIV ED AS BUILT SANITARY REPORT Owner e— y C AUM Propert Address -747 City/State 5' Legal Description: Lot r Block ' Subdivision/CSM # �;e of 1-/4c s JC V4 %s, Sec. � . T �i N -R / ft, Town of 'h�� PIN # a' �(O - !2 q $ SEPTIC TANK DOSE CHAMBER — HOLDING TANK INFORMATION Tank manufacturer Size ST/PC t Setback from: Housed , L Well�P/L 7 Pump manufacturer Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOS ABSORPTION SYSTEM Type of system: eYK,%44r` Width 36 Length ` Number of Trenches - Setback from: House 3 y , Well Z r' P/L y c o I Vent to fresh air intake �'r ! ELEVATIOIY� - Description of benchmark ffe&, �P a ' � Elevation 10 ' ' Description of alternate benchmark wa tiro. , t 0-4 RewmN. Elevation ` 2- 39 Building Sewer r t'G 3 ST/HT Inlet ' ST Outlet 91- r PC Inlet PC Bottom -- Header/Manifold Top of ST/PC Manhole Cover Distribution Lines ( ) () ( ) Bottom of System Final Grade O O S ( ) Date of installation M / *ermit number ��'- State plan number Plumber's ature �'� c ease number .-6'/ �, Date si Inspector �ft Cortipbos plot plm i► �f j. : { I i O l L i 1 4. ' - -- t� d f- ' I A I I _ 4 { .1 Wisconsin Department of Commerce Count y PRIVATE SEWAGE SYSTEM Safety and Buildings Division I INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: ST _.__ C _ RC IX Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. 338823 Permit Holder's Name: ❑ City ❑ Village IN Town of: State Plan ID No.: ZENDER, STEVE TROY 'R CST BM Elev.:- Insp. BM Elev.: BIV!De tion: Parcel Tax No.: 0 040- 1244 -50 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic LSD Benchmark Dosing y� 9. °�. ?R, 3 Aeration Bldg. Sewer Holding 0 /+Ir Inlet //, 8 TANK SETBACK INFORMATION t +WOutlet //. 9 F-r S/ TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic 50 ! oZ NA Dt Bottom .--. Dosing NA Header / Man. �~ Z 3 S (z.,/ 8 Aeration NA Dist. Pipe Al !Z• }Z •� 3 i z. . 6 Holding Bot. System 2z S .% PUMP / SIPHON INFORMATION Final Grade ew5" /o • g jo, cS Manufacturer Demand Model Number GPM TDH Lift L oss ction Syestem TDH Ft Forcemain Length Dia. Ilia Dist. To well SOIL ABSORPTION SYSTEM 3` k z WA 4& 4 `BED-k jRENCW Width Length _ / Trench PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS S DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: I SETBACK e5wi 1 6¢r INFORMATION Type O i CHAMBER Moe Number: ago System: �J `J 3 OR UNIT /D DISTRIBUTION SYSTEM 9 1 7. Header / Manifold Distribution Pipe (§) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length ia. Spacin r s� i SOIL COVER ` "x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over << Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Centers 0 Bed /Trench Edges Topsoil E] Yes ❑ No [j Yes -] No C M NTS (include code discrepancies, persons present, etc.) LOC ION: TROY 19.28.19.1247,SW,NW 267 ST. ANDREWS DRIVE ``C ), 2 �' -' `� rte/ �- u�•�v�.W�t °'- Plan revision required? ❑ Yes ❑ No t Use other side for additional information. SBD- 6710(R.3/97) Date Inspector's Signature �� Cert No recut Vi scons i n Safety and Buildings Division SANITARY PERMIT APPLICATION 201 W. Washington Avenue In accord with ILHR 83.05, Wis. Adm. Code P O Box 7302 Department of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 81/2 x 11 inches in size. t' croli • See reverse side for instructions for completing this application State Sanitary Permit Number 3 -INZ3 Personal information you provide may be used for secondary purposes ❑ Check if revision to previous application (Privacy Law, s. 15.04 (1) (m)). State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATI N Propert O ner Name Propert Location �/ c._2_ Z � /4 /`/ lti 1 /4, S /1 T .2 , N, ' Y g E Or Property Owner's Mailing Address Lot Number Block Number er J�G704 Ale- S_ City, State p Code Phone Number Subdivision Name or CSM Number a, Z S 12� 1 ( ) I t l/a II. TYPE OF BUILDING: (check one) ❑ State Owned Itr Nearest Road o Public 1 or 2 Family Dwelling - No. of bedrooms c Tow ± rZ7, III. BUILDING USE (If building type is public, check all that apply) 'Parcel Tax Number(s) 1 ❑ Apartment/ Condo Y — `� Y 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1, New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnectionof 5. ❑ Repair of an System___ System _____________ Tank Only ______________Exi ---- -- _________Existing System B) R A Sanitary Permit was previously issued. Permit Number 3 3 S d , Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12,kSeepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit ��^ Utz 43 ❑ Vault Privy 14 ❑System -In -Fill Z 3/ -2 k .� VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Ele ation 7 ? 5-�/ _ 5�_ 1 SZ 3 Feet Feet VII. TANK Capacity I in alIons Total # of Prefab. Site Fiber- Ex p er INFORMATION g Gallons Tanks Manufacturers Name Concrete Co Steel glass Plastic A p p New Existing structed Tanks Tanks e ti or- Netd11 g Tads k �� yZ/ ! S (� ❑ ❑ ❑ ❑ 11 Lift Pump Tank /Siphon Cham J ❑ 1 ❑ 1 11 1 ❑ I ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber' i ature: (No am ) MP /MPRSW No.: Business Phone Number: Plumber's Address (Street, City, State Zip Code): IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater ate I ssued Issuin gent Si nature (No Stamps) ,Approved [] Owner Given Initial Surcharge Fee) Adverse Determination "T/ 1 ` X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVA {N1V was SBD- 6398 (R.11/97) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608- 266 -3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Safety and Buildings Division , • SANITARY PERMIT APPLICATION 2 01 W. Washington Avenue W • isconsin I n accord with ILHR 83.05 Wis. Adm. Code P O Box 7302 Department of Commerce Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 1/2 x 11 inches in size. S/' • See reverse side for instructions for completing this application State sanitary Permit Number 339&2 - Personal information you provide may be used for secondary purposes ❑ Check it revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATI N Prop ner Name Propert Location e ca st✓l /4 74t,,,1/4, S T Pf', N, R 1 E (odg/ Property Owner's Mailing Address Lot Number Block Number 5 ak City, State Zip Code Phone Number Subdivision Name or CSM Number II. TYPE OF BUILDING: (check one) ❑ State Owned ❑ It Nearest R vile _I Public 1 or 2 Family Dwelling - No. of bedrooms w Town OF e s III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) -.9. 1 ❑ Apartment/ Condo Q rf c, , ,7 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church / School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/ Factory 13 ❑ Other specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1 New 2 ❑Replacement 3, ❑ Replacement of 4 E] Reconnection of 5_ ❑ Repair of an " _______ystem ________ System_____________ Tank Only______________ Existing System - -------- - Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 []Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 Seepage Trench 22 ❑ In- Ground Pressure Zy ,� 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑System -In -Fill a� 3 " X75 - vl �" 1 •ZS .��-, VI. ABSORPTION SYSTEM INFORMATION: 751, � 3].25 -1..a{ �b,.��►b�r- 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. -17 . Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 7PO O - J Feet Feet acit VII. TANK in Cap llo s Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existing structed T nks _ Tank e Ic Tank (/t/Pc 19 ❑ ❑ ❑ ❑ ❑ Lift Pu Tank /Siphon Ch amber ❑ ❑ 1 ❑ 1 ❑ ❑ 1 ❑ VIII. RESPONSIBILITY STATEMENT 1, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber' Name: (Print) Plumber' ignature: (No Stamps) I MP/MP RSW No.: Business Phone Number: 7t - 17C11V Plumber's Address Street, City, State, Zip Code IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date I ssued Issuin Agent Signature (No Stamps) ❑ Surcharge Fee) Approved Owner Given Initial Z�S CV Adverse Determination // Co X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD- 6398 (R.11197) DISTRIBUTION: Original to county. One copy To: Safety & Buildings Division, Owner, Plumber �- �� v f la /V -.1�1 �,.. B1 B4 A gs� ��. 30 If i B3 12.1 B2 B5 k �� mow. rw...... ��• ..�o'*►.��.�+^^��r.. rw.�rr..,.� +w. �w w M, on. t AkAm i 63/22/99 MON 15:24 FAX 715 386 4 6 � A ST CRX CO ZONING �- - �r ;.. _�J-- 4 - J 1 _ , I - r i - 1 ' J L k i i y �4 : I , 1 _ i . 1 -Y-- j -- - 1 i - -- - -- - : { i f tel some- I ol 14 FT- i { br' Viliscbnsin Deportment of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Enviromrnei B y DcsiF,n Attach complete site plan on paper not less than 8'/2 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 ar row, and M cafion and distance to nearest road. Parcel I,D,# t APPLICANT INFORMATION - I�S"rfMt 4(1fffi ation. Re H Personal information you provide may be y6O .escondary purposes fPr Law, s. 15.04 (1) (m)). ate i `c8 Property Owner �`. 1 ' Property Location Continental Develo men 1� Govt. Lot SE 1/4 NW 114 S 28 N,R 19 W 19 T Property Owner's Mailing Address ..; Lot # Block # Subd. Name or CSM# 12301 Central Avenue NF, ;Suite 2 ' 5 Tro Wage City 'State. "'4 ne berr El city ❑ Village ®Town Nearest Road Minneapolis Cl c : Troy St Andrews Drive ❑ New Construction Use: t=! t bedrooms 4 ❑Addition to existing building ❑ Replacement 1:1 rcial describe Code Derived daily flow 600 gpd Recommended design loading rate •7 bed, gpd/ft .8 trench, gpd/fF Absorption area required 857 bed, fts 750 trench, ftz Maximum design loading rate .7 bed, gpd/W .8 tr ench, gpd/ftz Recommended infiltration surface elevation(s) 88.5 It (as referred to site plan benchmar Additional design / site consideration 6" top soil to be added Parent material glacial sand Flood plain elevation, if applicable ft S= Suitable foi system Conventional Mound In Ground Pressure AT - Grade System in Fitt Holding Tank U= Unsuitable for system ®S ❑ U ❑ S ®U ®S ❑ U ❑ S ®U ❑ S ®U El S ® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPDlftz + in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 1 0 -108 7.5yr6/4 - s* Osg W - - .7 i .8 Ground elev 91.31 ft Depth to limiting factor >108 33 Remarks: * alternating cs bands 7.5yritA 2 1 0 -120 7.5yr6/4 - s* Osg ml - - 7 8 Ground elev 89.95 ft Depth to limiting factor >120 Remarks: * alterna cs 7.5 4/4 CST Name (Please Print) Signature: ? Telephone No. Thomas C. Nelson 715- 246 -2454 Address Environmental 13y Desi Date CST Number Ref # 1432 120th Street, ew Richmond, W1 54017 7/16/98 227387 76 PROPERTY6WNER: Continental Development SOIL DESCRIPTION REPORT 7 s Page 2 of 3 PARCEL LD.# Environmental By Desi Horizon Depth Dominant Color Mottles l Texture Structure onsistence Boundary Roots GPD1fF in. Munsell Qu. Sz. Cont Color ( Gr. Sz. Sh. Bed ; Trench 3 1 0 -120 7.5yr6/4 - s Osg nd - - .7 .8 Ground elev 92.13 ft Depth to limiting factor Remarks: 4 1 0 -115 7.5yr6/4 - s Osg ml - - .7 .8 Ground elev 91.30 ft Depth to limiting factor >115 n,�a Remarks: 5 1 0 -106 7.Syr6/4 - s Osg rnl - - .7 .8 Ground elev 89.85 ft Depth to limiting factor >106 Remarks: Ground elev Depth to f writing factor 7 Remarks: I Q OL BY DE51 � � � 1.43 2.12(J` STREET_,_ NEW RICHMOND, _WISCONSIN_ 715 - 246 -2454 PROJECT NAME TROY VILLAGE DESCRIPTION: SW* NW-/4, SECTION 28,,T 28N, R19W` I TOWNSHIP: TROY COUNTY. ST.CROIX . -'. SUBDIVISION: TROY VEUAGE N Q L U Qe re-5 G1 d3 5 4 C - 3 � d2 3S �z i SCALE 1 _ �' �� Tom Nelson BM i NE LOT corner lot 2top of telephone ped elevation 140 cstmo2605 BM 2 Nw lot corner lot 2 elevation93.98 i lyisurrisin Dopartrnant ul Comnurn"r? SOIL AND SITE EVALUATION Division of Safety and Buildings Page of nureau of Integrated Services in accordance with S. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. If APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner i Property Location Govt. Lot 1/4 1/4,S T N,R E (or) W - — - - - -� -- -- Property Owner -- -- ' s - - Mailing - — Address - - - --- Lot q Block# Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road St. �Mr C2 ikua New Construction Use: `Residential / Number of bedrooms Addition to existing building ❑ Replacement �� ,��,,,� ❑ Public or commercial - Describe: pp Code derived daily flow �cL gpd Recommended design loading rate / ? bed, gpd/ft gpd/ft Absorption area required bed, ft trench, ft Maximum design loading rate bed, gpd/ft trench, gpde Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design /site considerations Parent material Oft rr ( -4 I^ Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank r U = Unsuitable for system �S El U-S [] U ®S ❑ U ' 93 S El ❑ S I� u El S tRX SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/1112 in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground elev. ft. Depth to limiting factor in. Remarks: r ;a4 tn �o�S `' S ttiJt/kc vl �7t Sze y 6 SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street Viscons Chippewa Falls, WI 54729 Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary February 05, 1999 CUST ID No. 263197 DATE RECEIVED 08/19/1998 FEE REQUIRED $ 80.00 ENVIRONMENTAL BY DESIGN FEE RECEIVED $ 80.00 1432 120TH ST BALANCE DUE $ 0.00 NEW RICHMOND WI 54017 WiSMART code: RE: FILE CLOSED TRANSACTION ID NO. 143689 SITE: SITE ID: 1260 ST CROIX COUNTY, TOWN OF TROY NE 1/4, SW 1/4 AND SE 1/4, NW 1/4, S19, T28N, R20W TROY VILLAGE - LOT 5, TROY FOR: DESCRIPTION: LIFT MOUND RESTRICTIONS LOT 5 OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 420423 Due to failure to respond to our request(s) for additional information, the submittal as described above has been CLOSED, with no action taken. No refunds of fees paid to date shall be made. One copy of the submittal will be retained in the office listed above. The balance of the submittal is being returned. Should you desire to proceed with this project, new fees, completed application form and submittal of plans /specifications will be required. Inquiries should be directed to me at the telephone number listed below, or at the address on this letterhead. Please refer to Transaction ID No. referred to in the regarding line when making reference to this correspondence. Sincerely, � d" eroy G. ky, Wa ater Sp c alist Field Operations Bureau (715) 726 -2544 Voice (715) 726 -2549 Fax ljansky @commerce.state.wi.us A. cc: Derrick Construction - New Richmond, WI r St. Croix County Zoning - Hudson, WI I' i +i.: L F r f ,3 ST CR0X COUNTY ZONING UFFF1Ct: ., Safety and Buildings Division 15837 USH 63 Hayward, WI 54843 I SCO si /' � ■ Tommy G. Thompson, Governor Department of Comm Brenda J Blanchard, Secretary March 16, 1999 i CUST ID No.263197 } ` TTN INSPECTOR 2 9NING OFFICE ENVIRONMENTAL BY DESIGN n ST\ CRO1X COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 ' 7 HUJ)SON WI 54016 RE: CONDITIONAL APPRO 'O1lPdTY i IGOFFICE Identification Numbers APPROVAL EXPIRES: 03/ 692091 Transaction ID No. 143689 SITE: ST CROIX COUNTY, TOWN y' O 4rY, Site ID No. 1260 SE 1/4, NW 1/4, AND NE 1/4, SW 1/4, S19, 28N, R19W Regulated Object ID No. 42423 TROY VILLAGE - LOT 5 Plat Permanent File N0. 20751 Please refer to both identification numbers, FOR: DESCRIPTION: MOUND RESTRICTION RELEASE above, in all correspondence with the .a enc . OBJECT TYPE: POWTS 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 ade to waive the mounds stem restriction on this lot provided the Y Y P following condition(s) are met: 1. The release and waiver of this lot restriction should be incorporated into a correction instrument under s. 236.295, Wis. Stats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. 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 08/19/1998 FEE REQUIRED $ 80.00 FEE RECEIVED $ 80.00 eroy G. nsky, tewater p cialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2544 Voice (715)726 -2549 Fax WiSMART code: Ijansky@connnerce.state.wi.us cc: Derrick Construction, New Richmond, WI DOA - Plat Review 03/16/1999 08:08 715 -726 -2549 S &B CHIPPEWA FALLS PAGE 01 Safety and Buildings Division 15837 USH 63 rr Hayward, WI 54843 Nvisconsin Tommy G. Thompson, Governor Department of Commerce Brenda J. Blanchard, Secretary March 16, 1999 COST ID No.263197 ATTN. INSPECTOR ZONING OFFICE ENVIRONMENTAL BY DESIGN ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identification Numbers APPROVAL EXPIRES: 03/16/2001 Transaction ID No. 143689 SITE: ST CROIX COUNTY, TOWN OF TROY Site ID No. 1260 SE 1/4, NW 1/4, AND NE 1/4, SW 1/4, S19, T28N, R19W Regulated Object ID No. 42423 TROY VILLAGE - LOT 5 Plat Permanent File N0. 20751 Please refer to both identification numbers, FOR: DESCRIPTION: MOUND RESTRICTION RELEASE above in all corres pondence with the agency. OBJECT TYPE: POWTS 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 on this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction should be incorporated into a correction instrument under s. 236.295, Wis_ Stats. This recommendation will eliminate future questions regarding the restriction on the recorded plat. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site, All permits required by the city, village, township or county shall be obtained prior to installation. 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 08/19/1998 FEE REQUIRED $ 80.00 FEE RECEIVED $ 80.00 troy G. nsky, tewater p cialist BALANCE DUE $ 0.00 Field Operations Bureau (715)726 -2544 Voice (715)726 -2549 Fax WiSMART code: 1jansky@commercc.statc.wJi.us cc: Derrick Construction, New Richmond, WI DOA - Plat Review 03/16/1999 08:51 715- 726 -2549 S &B CHIPPEWA FALLS PAGE 01 FIRM : TOMOand0STACEYONEL50N PHONI: N0. 00000000000000000 MAP. 14 1999 10:.r;.SPM PA a Of S D►v lt5mnl;in DspattmentoF dinp me SOIL AND SITE EVALUATION Dision afely nd Buldinga in aceOrd with COMM 83.0S, Wis, Adnr Code - "- Page Atta h templets site plan on paper not I"= ttwvl dig x t t i in wise- 0%', mum ^ F.t►v +S10t►Gtl $� i�tvlude. ONt hurt knill0d 1b: v0lical and harizoml referenee pobw (BM), d rectlon and County • P slaw scats or dfinertlaierts, Morey arrow, :� 4 locaow and disftwe N rreereat road. _ • „ $t . iX APPLICANT INFORMATION - Pla�se prim! all /nlbrmVf1on, Parcel LD,P — 1�ersarlr ittbgratfdp� y" wo*v may ha vw !or - -ndcoy wrpmms fp*my l.sw�. a (in))- r�avievvad Syr Dale Ptnpe4y Owner P7-t 4y L=Otion .1 —,. �... Coe l�l Develo menit G SE 1 NW 114 S 19 T 28 N,R 19 W Property Owners Mailing Address o ew d� o 6Q. Name or CSMIt 12301 _C anerW ave nue N Suite 230 _ 5 CAy S tak Xi Coda P neNum - I Tr �! Mi1m lie MN 55 34 ho be lay ❑Tillarn+ ( �"i7own Nearest oR ad W wY SL Araitmr Parkw#y New Cons?11CQon Us- Res►desabal / Number of bedr�nants 4 r ,,;Addition w existing buiMirg F -& = mk Public or cotvnerGal describe D&fvw daily blew 000 9pd Reconvnended design toaaing ra*_ tied, gp W 8 1f>�ch, gpd11� g57 bed, f _ 750 *J10h, fP Manirdum design bading rate -7 bed, gpdff -S fir, gpW 1ZgrOrrOrldlded irtfittration surface elevallon(s) 88.50' _ R (as relleded m *6 plan bewtvw Addi> rW design I site considers fbons This sitc Iran had WP'O0C1mawlY 6.5' of soil mwwd so as to elirninaw nntriclion s. b" kw east to be repiamd. A u PiMiCnt material War crfacial a!A FlooOi lain elevation. 8 Beabl9 N it S-SuitaNe ibr Srmn Co- ��tionAl ttaRrnd In - G.ound Prowure A?"-3rwa Sy-- e-n in FX Hogg ?ay; U -Urdu* a fbr qdw S 0 U n 5 u I 0 S Liu 1:1 s m u � ❑ s o u 0 5 �I SOIL QE9'RIPTION REMAT E Depl h Dominant cubf Modes Ttlxture SirucWre nsisten Boundary ROM GPDff 8otino Munsell flu- St. Corn Color C,r. Sz- Sh, 6ed Ymfwh 8 7- 5y1(i - s" cab - - .7 _8 91.39 tt __ . - F......._. - - -� ..._....... _.... -- Cwth to I faclar >10B Remarks: ° aftern9*9 cs 7.3rr4 /d 7. Syw4 _ emu _ g+ 01%9 - Xn1 7 8 i �y bider ' TY & e OG plv, Remarks: ,A1tcRnattu .Byrd /d. ........ _ - -_ -- -- CS'r Name (Plane Print) signotum: Telephone No. Thomas C. Nelson �"! y � .r/ 715- 246-2,454 Address Eavltv tka1P Date CST Number Ref 0 1437 1 2f 5trad,NcwRichmond. Wa .54017 3/31St9 2 27397 216 r 03/16/1999 08:51 715 - 726 -2549 S &S CHIPPEWA FALLS PAGE 02 FROM : TOM0and6STRCEYONELSON PHRN5. NO. G1011 C�l�!?1[�G1L�fAC�C� MAR- 1d iq� SfI:5EPM P7 PROPERTY OMEN. g„.t - SOIL IDESCRIPT'ION REPORT PARCEL I.Df _ ( 2 � 6 " � POP 2 Of 3 Depfh t]ominant Color' Moores timr� ' Fbritoa Structure GPDIR` in. MunsALl au. Sz, Cont. Col., T exlJUre L Gr. 5z Sn. �ensisden Boundary Roofs _ I Ele rnL�n 3 1 0-120 7.3y 038 rrd 0 Gerund , o -- -.,.._ Remarks; Gmwia — der 52.13 M 000 to 1 0 -106 7.5yr6/4 , � rw Ground 89.&x+ tr linft _ — • - .�.,._ _,._.._ _� _ Remarks: 1 0-1 '1 .3 4 � 6 _ .. __ _ s __sg QmwE Dom b Ion" _ --y-- 4 Q MAD I C 099 Lmarks: my. famar r - 03l16/1999 08:51 715- 726 -2549 S&B CHIPPEWA- FALLS PAGE 03 ]E NVIg ONMENTR BY DEN 1432.120'" STREET', NEW RICHMOND, WISCONSIN 71 5. 246.2 PROJECT NAME TROY VUZAGE D€SCRWnON: SWIA, NW%, SECTION 28 0 ,T 28N, R19W L TOWNSMP: TROY COUNTY: ST.CROIX (� SUBDIVISION TROY 'VI UAGE 5 � 9 kA I 6� g �1 A 3 3 S 2- RECEIVED MAR 15 1999 O ! Tom Nelson S CALE �^ SAFETY & BLOGS. 011tst=2605 BM i NE LOT corner let 2,toP of telephone ed elevation l O0 BM 2 Nw 10t corner lot 2 ele". tion93.98 ' r o p o P 1 P Z Id Wdt£:60 666T b0 'muw 00000000000000000 : 'ON ONOHJ NOS13N0A33b L50AUe0W01 : WObU • You should probably consider preplanning the soil absorption areas and building site pursuant to Comm 85.04 (7), Wis. Adm. Code. • Somewhere on the soil report, it should be indicated that this site was extensively modified by removing unsuitable soil overburden. Lot 4 • The site plan appears to be drawl to scale yet lot line dimensions do not correspond to the indicated scale. Areas not drawn to scafe'need to be separated from scaled areas by line breaks. • Show the horizontal reference point, and describe and locate each benchmark adequately. I assume that the 61 and B2 shown at the upper left of the site plan are actually BM 1 and BM 2 and not soil borings 1 and 2. • It appears that adequate area ( >10,000 ft has been identified to meet minimum continuous suitable soil area requirements. • Somewhere on:the soil report, it should be indicated that this site was extensively modified by removing unsuitable soil overburden. i ot 5 • The site plan appears to be drawn to scale yet lot line dimensions do not correspond to the indicated scale. Areas not drawn to scale need to be separated from scaled areas by line breaks. • Properly describe and label BM 2. 1 assume that the B2 near BM 1 on the site plan is actually BM2. • Show your horizontal reference point. f • There does not appear to be adequate continuous suitable soil area identified to meet the 10,000 ft minimum area requirement. Depending on how you measure, there is about 9,000 ft shown to be available. Either additional area must be established or the lot may be preplanned pursuant to Comm 85.04(7), Wis. Adm. Code. Somewhere on'the soil report, it should be indicated that this site was extensively modified by removing unsuitable soil overburden. ot19>�� • The site plan appears to be drawn to scale yet lot line dimensions do not correspond to the indicated scale. Areas not drawn to scale need to be separated from scaled areas by line breaks. • Properly identify the benchmarks on the site plan. Again, designations as 131 and B2 are for soil borings and do not correspond with your benchmark designations on the bottom of the site plan. • The suitable continuous soil area appears to be too small. If other soil borings (by others) are to be used as part of this area, please show their locations and elevations on the site plan and provide the detailed descriptions as part of the submittal. Sincerely, Leroy . Jansky Wastewater Specialist, Senior Field Operations Bureau Ljansky@commerce.state.wi.us (715) 726 -2544 Voice (715) 726 -2549 Fax cc: St. Croix County Zoning Owner FROM 3EIT = =SS PHONE H0. ria.r. 08 1 02:47 P1 u�rs Crr: Sr C*aIX COWfry SEPTIC TAB MAIN rzNA1tir-B A- G?- mzI9m'NT Aa'*3 0Vxtv`ZRsRm cmirrm2CATION r CRhL o� C ri 5 ZZ Ptah Fr Rddrosa a n SVcii4eatioa = aRszirsd as p 1 mm; a Dtpurme=.t fvr near coasm►et! City a.ca Paicrl 7d�ariAear�art Iti'Ltbiber ��...�� y� r �U L ., Prop ;r F-.acat3ot► � V , Sr.}sc ision .!::7�— -- , Geri ed Survey Map if , Voluse - _ p Page 4 Warr r.tv Detd # 3 y� ir oltl o Page # 5 Spec aisa , es ,no tot Lines idetlEiflable $ s J ao 'im w! vee and ay teoP VC[[t s[A:iC iywftm atuid rC'Fttf 1i its !tL'!!!iam -c lratfum t' bLudle Warms- BSLrpt{!lrrti =tCd , nsi u4 P+sxpiag nut tiLe > teJs cvcry therm , ceii or saeaor. ix ,xrede3lsy a Iiosaasa yct Rr�c yoy pu: :`JJC syateci I si the tmrroa of the septic tau,it s: a =estaaat stage tit the wring disposal ivstesf. ac propctty owner alas to aubiait to 3t. Croix Z.atti g nepar=eat a cer=%cadou for= signed by t�L-- a. tee and by a iaaste Aber. je• �,, ==piu=kbei. rs&v -c:ecI pI=ber ae a itecssed pumper vermrm - 2 that C13 Ito ots -rice vrnsteroaraterSiapasaisyst is im - t ,:t vp�irag cvc�3ihon snd °a: C2) �taCS =sV—t* c ='��ia3 C� —Sar, )+tkm +epee —k is !css F _f3 fE I of sh dsc. ir'wa, sr�ersf� hays send :'ae nbovn ree*±+serss=ts sad afire- -o rwrt.w�n ;hq p ri��atc sesy s�c d'upasai srStcm •ri_� t�-.c I �iwh -r?. Set fa; min, as sct •ay inc Depsrr--^ai of Ccmmamt end :le Zcpar m=t of N'tmral ZeSqu: Suns of :t'rrcaasta. C t�catlor: stir septic sym= his been :,%Qszu -*Cd t=us:'ae awasFI tcd =d rom=ed to :he St. C=i-- Cevsr, toua3 CMce wl i R 30 els+� ' a Y fmpiraii a da 5. _ �PPiI.. QW- A CERTIFI'C9IT±D. - N. i iwel ceztdt� hn: all satemetrm as this form are true ro the test of ay (our; �=ewledle. I (aa) 3tt1 ;aroj taa o.+mQrfs; of !he pa °v ee? a3cva, by Vifiue C Vied. rew orded :31 Regime? of Deads 0-Mve, v A8 ?I-I r �►. �,�" :,n f afbrssahoa ttrar mis- eoresanred nay rss¢I: i= - .he sami tsry ]iemat bemj; revoked by :h: Z+¢isi$ Dty*r=* L sr lry LtG With this appUCatioW :. =s==Ped W=paty 3Y,Om tt:e P 7g13ttr ,£ ='�CCda cfgicx a c52=0%, 3�a oertiSad stttvcy �np if re:.c:c�ane is -made is she w==ry deed � J1 r � D3 j "!JS f 39 C9 : 44 'IX/RX 7, M.8514 P. 002 VQ 03/08/99 14:40 TX /RX N0.8529 P.001 FPCIM SEITZ=SS PHONE 1 : 6514524740 Mar. 05 1999 03:04PM Pi 0 L 6 585348 S7A're 60'kn OF WiSct)f4sit4 rOW 2 — 1996 10 L)0rUmr_-NT NO, WAMIAPITY DEED a minnesL Cor -P-21L —iO Grantor . ICE . ...... ST. CROIX w R,%c'd fit no I'd "FICE W, Stephen N. Zender and Olga Zender, husband and wife AUG 19 1998 the ([dinwinq V II: 0 0 Pr - M f1 -- 7; 11c r6 bvrj rr�,d esI. j,, --, t:. C r 0 i 7, Count., IIIE TV 'Stephen N. and Olga Zender Or Trnv Vil) in t1le To of 4558 Johnny Cake Ridge Troy, Croi;'� C01111ty, Wisconsin. Eagan, ?ifV 55122 oj! coven-,,,Its, CnIlditions and Restrictions for 'vray vij.j_nge, racnz<�.1 in i Vol. 3211, Pvtpe 256, �Ds TX)c. No. 559961, and Dec of Cour Se Covenants, Parcel laemimmoon NVP:'?b&r 6PY4 ur" f'orlditions arid Easements, recordi,�d in Vol. 1.2 as t)nf::. mo. 559969, R11 ns appearing in the Office of the Peclister of Poeds for .5t. Croix comity, Wisconsin, 7"'d such other easements, resem restrictions and reservations of record, or in and obliaations contained in the Purchase Agreement fo thjS lot. TRAN FER FEE ( (is not) ExCOplbn in warrnmies: 0,1100 this Y f August (5FAI-) (SEAL) F'atby M. Coolt, Vice President Troy Lievelopment Cor tioll (SEAL) (SF-AL) AtIT14ENTICATION ACKNOWLEDGMENT MmTESOTA s rAT E OF V41 qG9N--T-N authenticated this_ day of "7th p Personally came before me this day of — _ - -- d the Orb(nre nom, Yatby M. CCL - r Vice President - ._ Coo Y ., kfr=h4E3Ert SIATF IDAfl Or- WISCONSIN -- to "le known to bf! 1110 parson who executed the 03/05/99 15:01 TX/RX NO.8501 P.001 AUtr,ot,'ffq by M 70f.n6. WiK. Sinir.) Oro ing Inutrum@nt slid wledge the some. TiIfS lt4STM)t.it -NT WAR DnAFTEI,) STY T ROY DE V ELOPME NT CORPORATI _ U. ,' � •_ !Nan L, Clift_ __ Nolnry Puti1ir. —. AnoYa Covnqifii'F�. MI T t`stgl) MIVY br huthenSSCaVMS Or alicnpwlCliyP 501h are mi MV Commission IS permanent, (11 not, stale expiration necn- ;sary.) � <isle: _,T7iTti.?ar�r 31 r 36 Rnm ^+ cr r�r •.nnv UO n In nny tnpngpy should hn Iyrnd n, p .... roll "fry I,•np .:p +�J,,, -•. _ _... SH2 NTF 00 WAnnANTY MrD GTATC "An or W ^ ' pSS, 4ree+i Bay, , {VI 6 -9200 NANCY L. CLIFT Notary Public - Minnesota ANOKA COUNTY My Commission Expires Jan. 31, 2000 03/05/99 15:01 TX /RX N0.8501 P.001 ) ' } 1 62. 117 6 E ES �; 16 j.88f I 20' )Of 03.95' y S 87000, 87' „ E S 85 °00' 66. # 0) ago M — 158.40' 154 7 o N 3 o - M I r w M op p 00 E - ° °q 70 I I N ° o. I N 0 2 30 58' 0 6 9 o M 51231 S.F. w l ° 0 6 4 0 ' 6 N 56594 S.F. z 1.176 ACRES _ I o ° 43560 S F. o ° , I M 1.299 ACRES of CBEs- P 1.000 ACRES ° o 46827 F. a; N I 68 o I 00 N M N 1.075 RESo w 48011 S.F. z ° - 51 3L� `� 1.102 ACRE= S 74 - I 45.92 N 87 0 00' 00" W 451.06' ! ° , o° C11 C114 i,71 to 4'� � -6 I i\ "? 3 N 1 7.5' o " 41.68' C 111 _ p0' C 112N I N 89 °40' 21 " r_ ANNES PARKWAY ° ' Z - - s 8 ° � "`` S - �Q N N 87 °00' 00" W -� a 00'� E _ 24 ° 00. 0p * 1 586.61' S 87 °00' 00" E 451.06' -- S 87°00' 00'_ E- - - - - N g4, C25 76.88' 274' 6 ' C27 98' 4.59 .18 w .41.68' C28 _ S 00 00" N w _� N __ - - 93.94' o ao IN 9 0 8 0 n ° q 43913 S.F. w Z7 S.F. - ° r 50539 S.F. ;0) ^ M �� \ 23 o rn 'co 0 1.008 ACRES 2 ACRES o N 1.160 ACRES � 1 437Q9 S.F. - _ - c') 1.004 ACRES ►� cv 44018 S.F. Z " . ...... u' ° 1.011 ACRES ' X10 u �1 Z rn 4' 117 .. ...............:..p1;; E 385. N . 16 .. .8 " N..�go07 7 \ X30' R I.. 'os 23 °30 ° 00 1688 ° o , % 50329 S.F. 3 C30 �� E 3 ?' ' 0 1.155 ACRES c 6S' s , o 0 °o 0 9 ' gip' 436 F. 0 5 ye N ? 0 1.00 A ES �h 5 43673 S.F. N o ° 5 1.003 ACRES o, h vZ 44245 S.F. F S N ° 1.016 ACRES 1/4 CORNER N lg N of SECTION 19 s3 °p�; 2 T28N, R 19W 94.B2 p p ?0• 3 79 °pp 34.62 (PK NAIL IN 2" S ' t 06 42" W , X 66 p X22.85' 325'3 S 7 9 °p0' �" W BENCHMARK, TOP - OF 1 �' O U T L O T 2 l_V. = 902.72 LEGEND COUNTY SECTION CORNER MONUMENT, FOUND. BERNTSEN CAP UNLESS OTHERWISE NOTED. 2" X 30" IRON PIPE WEIGHING 3.65# /LINEAL FOOT O SET. 1" X 24" RON PIPE WEIGHING 1.68# /LINEAL FOOT SET AT ALL OTHER LOT AND OUTLOT CORNI • 1 " RON PRE, FOUND. UTILITY EASEMENT, 10' WIDE UNLESS OTHERWISE SHOWN. ............................. DRAINAGE EASEMENT, 10' WIDE UNLESS OTHERWISE SHOWN. BUILDING SETBACK LINE, 75' UNLESS OTHERWISE SHOWN. EXISTING BUILDINGS 0 EXISTING SILO )97. VYrsconsm o amrwwnt of IndusttY. SOIL AND SITE EVALUATION REPORT Page I of I_ Labor and Human Fwauons oivesion of Salmy s Buildings in accord with ILHR 83.05. Wis. Adm. Code COUN iY Attach complete site plan on paper not less than 8 112 x 11 irx Plan mast include, but ST. CROIX not limited to vertical and horizontal reference point (8M) e p pe, scale or PARCEL I.O. dimensioned, north arrow, and location and distance t bad. �� \� APPLICANT INFORMATION- PLEASE PRINT NFtT�QN v � REVIEWED BY DATE ; - PROPERTY OWNER: P LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB R , ~'' _ 114W 1/2S 19T 29 NR 19 4 4" W PROPERTY OWNEF':S MAILING ADDRESS ST LOT CC SU80. NAME OR CSM s 260 COUNTY ROAD F UINfY 5 TROY VILLAGE CITY, STATE ZIP CODE P FFI, ILLAGE OWN NEAREST ROAD HUDSON W 54016 h 1 S'r Ara�Q is t'�Rtvc New Construction Use (K J Residential /Number of ( Addition to existing building j J Replacement ( J Public or commercial describe Code derived daily flow 600 gpd Recommended design loading ram 0• 1 bed, gpolft : trench. gpdM Absorption area required DO bed. h2 '%W trench. tt Maximum design loading ram • _ 5 bed. gpdIft L_trench. gpdM Recommended infiltration surface elevation(s) BY DESIGNER R (as referred to site plan benchmark) Additional design I site considerations , 7�S v�/ ��1 F 3 Parent material s T /LL ev ai y Rood plain elevation, if applicable N/A It S a Suitable for System T CONY 0 L 0 IN- GROUNO PRESSURE AT -GRAOE SYSTW IN _FU H U a Unsuitable for stem 1 S Z U I Cgs a u ❑ S 5ru I o S Z`U I a S 9b I OLDING a S zl1 SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Structure GPD /ft in M Color Texture h f Roots Boring # A -12 lOYR 3/1 - -- sil 2f -msbk mfr cw 2vf -f 0.5 0.6 ' 415 B1. 12 - 24 10YR 5/4 - -- sil 2msbk mfr �gw 2vf - fl 0.5 0.6 B21 24 -33 lOYR 6/6 - -- sicl 2m -cabk mfi Icw 2vf -f 0.4 0.5 Ground 10YR 7/2 elev. B22 3 -38 OYR 6/6 Ic2f 5YR 5 8 sicl 2m -cabk mfi cw 1 2vf -f - -- - -- 90 ft. Depth to C1 8 -59 � OYR 4/6 - -- is lcsbk mvfr I w I2vf - - -- -- limiting C2 9 -72 OYR 5/6 , - -- is l mvfr I - -- of - -- - -- tac3ta3 " Remarks: Boring # I A IO -17 IlOYR 3/1 I - -- sil 1 2f-msbk I Tnfr Icw 2vf- 0 'j416' B1 17 -29 10YR 4/3 - -- 1 2msbk I nift (gw 2vf -fI 0.5 0.6 B121 1 29-34 10YR 5/6 - -- scl 2mabk mfi Lcw 2vf -f 0.4 0 Ground I elev. B22 k 4-48 �.OYR 5/6 - -- s 1 2m -c g w 2vf -f 0.5 0.6 903 -.1. tt. B3 8 -62 �OYR 7/6 � clf 5YR 5/8 sil 3f -msbk mfi ! w lvf - -- Depth to limiting C 2 -72 OYR 5/6 - -- Ils Ilcsbk 48 " N'"v —Rowe Prnt JAMES b. FLKINS (715) 425 -7831 Addreim OGDEN ENGINEERING CC, 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 Signaarce: � � , Oanc CST Number: I CSTM03888 pqVpE}'�.,nWNEA SOIL OESCfaIPT10N REPORT Page Of PARCEL I.D. r Bonng # 0.5 0.6 A 0 -14 lOYR 3J1 - -- sil 2f- - f - 4 17 B1 14 -27 lOYR 5/4 - -- sicl 2mabk mfr w 2vf- 0.4 0 B21 27 -40 lOYR 5/6 - -- sicl 2m -cabk mfi cw 2vf- 0.4`: 0. Ground efev. B22 0 -43 OYR 5/6 flf 5YR 5/8 sicl 2m -cabk mfi gw 2vf -f - -- - -- g0.3..1 _+t C 3 -72 OYR 4/6 - -- is lm —csbk mvfr - -- l lvf - -- - -- Depth to fimrting factor 40 „ I Remarks: Bonng # i msow Ground slew. ft. Depth to limrong factor Remarks: Boring Ground elev. ft. Depth to limiting I tactor I I I Remarks: Bonng # Ground Slew. It Depth to tinting factor Remarks: sao- axtotA.as+sa PAGE 3OF3 SITE PLAN z / GpT ¢ 0 G D• 0 SCALE: 1" = 40' NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMP 1D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors 113 W. Walnut St. River Falls, WI 54022 DATE: IViO197 — ( 715) 425 -7631 Wisconsin Oewrrrrwnt of Inous". SO AND SITE EVALUATION REP Page I of I_ Labor and Human Reiauons 1Nwsan of SafetY & Budddngs in accord with ILHR 83.05. Wis. Adm. Cade 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.O. q not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimemioned, north arrow, and location and distance op APPLICANT INFORMATION— PLEASE PR NF Rt+�FG Q PO IEWED BY GATE PROPERTY OWNER: CEIVL EATY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND Bju .LOT 114W 1 /2S 19T 29 NR 18 -601W PROPERTY OWNER' :S MAILING ADDRESS P 3 1997 to x eeltir SU80. NAME OR CSM se 260 COUNTY ROAD F TROY VILLAGE CITY, STATE ZIP CODE HONE N j , ILLAGE OWN NEAREST ROAD HUDSON W 54016 OY S1- Aw, 'Qf�15 pq New ConstructIM Use (X I Residential I P I U l ( J Addition to existing bunting j I Replacement (I Public or cam Code derived daily flow 600 gpd Recommended design loading rate 0• -0' bed, gpolft trench. gpd1lt Absorption area required 15L,0 bed. tt � trench. ft Maximum design loading rate �• — 5 bed. gpd/ft D. G tretx�t, gpdM Recommended infflfton surface elevadw(s) BY DESIGNER K (as referted to site plan benchmark) Additional design I site considerations e� i 7ES vim/ %o - Parent material 45:5 T /GG &V Moo W Rood plain elevation, if applicable N/A ft $ . Suitable for system cONV 00 IL No IN.GROUN0 PRESSURE AT- GRADE SYSTFM IN FILL HOLDING TANK U= Unsuitable for stem I c3 S 2r U I uS 0 U S Zu 10 S ZU I Q S I�'CJ I S ($(1 SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPO /ft Horizon in M Color Texture Consistence 9otncl r Roots Boring tf A -12 lOYR 3/1 - -- Isil 2f —msbk mfr cw 2vf —f 0.5 0.6 #415- B1 12 -24 IOYR 5/4 - -- sin 2msbk mfr gw 2vf —f�0.5 0.6 B21 24 -33 IOYR 6/6 - -- sicl 2m —cabk mfi Icw 2vf —f 0.4 0.5 Ground elev. B22 3 - 38 10YR 6/6 Ic2f I OYR 7/2 5YR 5 8 sicl 2m — cabk mfi cw 2vf — f - -- - -- 90 ft. Depth to C1 8 - OYR 4/6 1 - -- is lcsbk mvfr I w I2vf —f I - -- - -- limiting C2 9 -72 OYR 5/6 I - -- is lcsbk mvfr I - -- �vf - -- - -- lac Remarks: Boring # II I A 10 -17 410YR 3/1 I - -- sin 2 — I I cw 2vf —il 0. 0 B1 17 -29 10YR 4/3 1 2msbk mfr I w 2vf —f� 0.5' 0.6 - -- g B21 29 - 34 10YR 5/6 - -- scl 2mabk mfi Lcw 2vf — 0.4 0 Ground elev. B22 4 -48 �OYR 5/6 I S1 2m—c Igw 2vf — 0..5 0.6 90 rL ft. B3 8 - I OYR 7/6 cif 5YR 5/8 sin 3f — msbk mfi I w v - -- Depth to - -- limiting C 2 -72 LOYR 5/6 - -- is Ilc bk oyfr tam - -- — 48 Fftner—Plew PnM jAMES * D. FUNS PI (715) 425 -7631 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS. WI 54022 CST fx Dam l6 7 CSTM03988 PROPEF'TOWNER SOIL 0ESCSIPTkQ,, -'J. ;EPOR Page at . PARCEL 1.0. it Bonng # A 0 -14 I10YR 3/1 - -- sii 2f— — 0.5 0.6 417 B1 14 -27 lOYR 5/4 - -- I sicl 2mabk mfr w 2vf— 0.4` 0 Y, , Mai B21 27 -40 10YR 5/6 - -- sicl 2m —cabk mfi cw 2vf— 0.4`: 0 Ground B22 0 -43 OYR 5/6 flf 5YR 5/8 sicl 2m —cabk mfi gw 2vf —f - -- - -- 903.. L ft C 3 - OYR 4/6 - -- is lm —csbk mvfr lvf - -- - -- Depth to limiting factor 40 " � Remarks: Bonng # Ground slew. ft. Depth to limiting factor faemarks: Boring i 4 I l Ground elew. Depth to fimiting j factor Remarks: Bonng # I Ground elew. ft Depth to limiting factor Remarks. SBO��tFi.OSliAZ! PAGE 3OF3 SITE PLAN - pe�r� � o T� I Gor ¢ J �rE 0• D � SCALE: 1 " = 40' NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. - OGDEN ENGINEERING CO. JAMEtbIlLKINS, STM03988 Civil Engineers & Land Surveyors ( 4 113 W. Waln( DATE: � 715) 425 - 76316. WI 54022