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HomeMy WebLinkAbout032-2128-40-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 0 399699 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Cates Construction I Somerset Township 032 - 2128 -40 -000 CST BM Elev: ( Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic t ^ z Benchmark t / 'off �, (ffo • O r Dosing W Alt. BM 7 r -r Z Aeration Bldg. Sewer 7 T Lm Holding St/Ht Inlet (o •da TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic r 2 S r Dt Bottom VT Dosing Header /Man. ZO 9�.(op Aeration Dist. Pipe �ro S Holding Bot. System S` �� w�.� $.� . �O Y Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Z • O(• 9Sr Model Nu ber T L' Friction Loss System Head TDH Ft F cemain Length Dia. Dist. to Well SOIL ORPTION SYSTEM ( 3 MMK TRENCH Width Length f No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIME (3 8( J 3 SETBACK SYSSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manu r�ty;er: s, � ` INFORMATION CHAMBER OR (f �N Type Of System: S S V, UNIT Modgl �1 `tuber: •�`E `-�l - Co Q• DISTRIBUT9 N SYSTEM w• 1 Header /Mar4if Distribution x Hole Size x Hole Spacing Vent to Air Intake S u Pipe(s) t Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx i x x Mulched Bed/Trench Depth of xx Seeded /Sodded Center Bed/Trench Ed es To soil g p Yes No ; � Yes I No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:'/ (5 / DL— Inspection #2: No- 09 Location: 1635 52nd t Somerset, W 5402 (NE S 1/4 9 T30N R19W�gne �� 1.) Alt BM Descriptio__I�„�{ , -r_ J1 O l 'KJ6'��C 2.) Bldg sewer length = 3� TAP ` S r �s = cr` r amount of cover = "-F v� >�. �.zre a 9 `�c r g. *o' %#-0D r r Plan revision Required . r �l Yes No I '[ UP oth ide f r additional inform tion. 1,t,��( 1 Date Insepctor's Signature Cert. No. Safety and Buildings Division County C �1 201 W. Washington Ave., P.O. Box 7162 i T 11 *iaeonsin Madison, WI 53707 - 7162 Site Address Department of Commerce 0 as s 6 35 S2 Sanitary Permit Application Sanita P 3 ' N� (41 In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision may be used for secondary purposes Privacy Law, sl5. 1 m I. Application Information - Please Print All Information State Plan I.D. Number Property Owner's Name Parcel Number If - {LV, O Q 03 Property Owner's Mailing Address Property Location r i I City, State Zip Code P Lot Number Bl Number `y Subdivision Name CSM Number U. of Building (check all that apply) co ❑City 1 or 2 Family Dwelling - Number of Bedrooms s ? ❑Village ❑ Public /Commercial - Describe Use own;hip ST S ,1 ❑ State Owned / Nearest Road M. Type o ermit: (Check only one box on line A (ntmtbe f ©r Complete line B if applicable) A. Ne '- ' For County use w 2 ❑ Replacement System 3 ❑ Replacement of 6 System Tank Onl Exis ' stem B. 11 Check if Sanitary Permit Previously Issued Permit Number Date Issued IV.. Type of Permit: (Check all that apply)(numbering scheme is for internal use) K A ect - Pressurized In- Ground 2111 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. D' ersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate ys7t Final Grade Pro sed Rate(Gals./Days /Sq.Ft.) (Min./Inch) Elevation Requtr Po f . � �� � �' X `— 1 �• � ' S VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank U Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber' Name (Print) Plumber' tur e /) MP/MPRS Number Business Phone Number Plumber's Address (Street, City, State, t ) /` "' VIII. Count /De artment Use Onl Approved Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issu' Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse Determination IX. Conditions of ApprovaUReasons for Disappro L Attach complete plans (to the County only) for the system on papa not less than g1/2 x 11 Inches in size I� SBD -6398 (R. 05101) L T PLAN PRO, �T CAtes Construction J ADDRESS 113 Mvrtlewood Court Stillwater Mn 55082 NE Y 1 /4 SW 1 /4S 9 / 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 1/13/02 BEDROOM 4 CONVENTIONAL XXX IN -G PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .9 ABSORPTION AREA 667 # of chambers 39 BENCHMARK V.R.P. Top of Lath l ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL sH Same as Benchmark SYSTEM ELEVATION 96.3/95.4/94.5 Alt. BM Base of Lath @ 97.0' Plans Designed Using Conventional Powts Manual Version 2.0 100' 101' 102' B Vents 3 -3' X 82' Cells with >3' Spacing 95' 5% B 3 Slope 60' L Pro 4 Bedroom B.M. 5' House 10' 20' I 30' 200' B -1 30' T ents Vent > 12" Sidewinder High 250' of Cover Capacity Leaching Chamber' 6' Long 16 " o 34" Grade at System Elevation 5 th St. Town Road L T PLAN APROCates Construction ADDRESS 113 Mvrtlewood Court Stillwater Mn 55082 NE 1/4 SW 1/4S 9 / J30 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 1/13/02 BEDROOM 4 CONVENTIONAL XXX IN -G PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .9 ABSORPTION AREA 667 # of chambers 39 BENCHMARK V.R.P. Top of Lath �() ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 96.3/95.4/94.5 Alt. BM Base of Lath @ 97.0' Plans Designed Using Conventional Powts Manual Version 2.0 100' 101' 102' B�? Vents 3 -3' X 82' Cells with >3' Spacing 95' 5% B 3 60' Slope : t Pro 4 ' M Bedroom B.M. 5 House 10 20' 30' 200' B -1 ents Vent Sidewinder High > 12" Capacity Leaching 250' of Cover Chamber 6' Long 16„ ° Grade at System Elevation 34" 5 th St. Town Road WisconAn Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County � r Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must / l include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot f.,� 1/4"� = , /4 S T N R E ( ) W �.,� Property Owner's Mailing Address i Lot # Block # Subd. Name or CSM# City Wte Zip Code Phone Numl5br City E] Village ATown Nearest Road New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD Replacement u Public or comm cial - Describe: Parent material Flood Plain elevation if applicable �%' ft. General comments and recommendations: SS �� B oring # F1 Boring F/I Z Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Z F Boring # E] Boring - 1 ja Pit Ground surface elev. 6A. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 of 161 * Effluent #1 = BOD > 30 < 220 mg /L and TSS 0 _< 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST, me (Please Print Signature CST Number S f� 2z &' Address Date Evaluation Conducted Telephone Number SBD -8330 (R07 /00) - 1 1; Property Owner Parcel ID # Page of F3 - 1 Boring # Boring ❑ Pit Ground surface elev. 'O 1. ft. Depth to limiting factor 'O in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 [v� �o Z F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # ❑Boring Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. SBD -8330 (R.07 100) Soil Test Plot Plan Project Name Cates Construction Shaun Bid Address 113 Myrtlewood Ct. Stillwater Mn 55082 CSTM #226900 Lot 1 8 Subdivision wagner Date 1/13/02 NE 1/4 SW 1/4S 9 T 30 N /R W Township Somerset M Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Lath System Elevation 96.3/95.4/94.5 *HRpSame as Benchmark Alt. BM Base of Lath @ 97.0' 100' 101' 102' L B- Water Retention Area 95' 5% B Slope 60' Alt Pro 4 Bedroom B. 5' House 1 20' 200' B -1 0' a� 250' a 0 52th St. Town Road Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 TP Shaun Bird #226900 - ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer L Mailing Address / / ®/ d G° '� J/, 1,� s s yc Property Address h o 3 S (Verification required from Planning Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION 9 / ' �� -� '/4 Sec. L ��W, Town of Property Locations N - �'� /4, , Subdivision Lot # �. Certified Survey Map # , Volume -- age # Warranty Deed # Volume 1Va- . Page # Spec house ❑ yes Lot lines identifiableyes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function 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, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the uee year expire ' n date. SIGNATURE OF APPLICANT DATE 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 owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. "of / ? /o/ SIGNATURE OF PLICANT DATE « * « * ** A information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** *« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed vni. 1.803PAGE 462 STATE BAR OF WISCONSIN FORM 2 - 1999 666740 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Nottingham Development, LLC, RECEIVED FOR RECORD byGreg Johnson, its sole member, 12 -28 -2001 9:30 AM WARRANTY DEED Grantor, and Cates Construction, Inc. EXEMPT N CERT COPY FEE: COPY FEE: TRANSFER FEE: 140.70 RECORDING FEE: 11.00 Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area : Lo7tl)8% g gner Estates, Town of Somerset, St. Croix County Wisconsin. Name and Return Address KRIS ra'; 'A OOLAND ATTOi'-1; J-Y AT LAW P.O. BOX 359 HUDSON, WI 54016 032 - 2034 - 95;032- 2035 -10 Parcel Identification Number (PIN) This is not homestead property. (K) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 027 day of December 2001 ham Develo e , C * * Greg Johnson, its mber AUTHENTICATION ACKNOWLEDGMENT Signature(s) Notting Development, LLC, by Greg Johnson, STATE OF WISCONSIN ) its sole me ) ss. ry County ) authenticated thi:+t / � " 'day of December 2001 � Personally came before me this day of -- — . the above named * M ary E. Cahalan TITLE: (If not Notary Public, Pierce Co., WI to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) Exp. 12/26/04 instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals company, Fond du La. WI STATE BAR OF WISCONSIN BM WARRANTY DEED FORM No. 2- 1999 Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil & Site Evaluations 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 ' ion and St. Croix percent slope, scale or dimemsions, north arrow, and I tort an djs� nearest road. Parcel I.D.# `; / . / 032 - 2034 -95 ID#9.30.19.606 APPLICANT INFORMATION - Pleas i�ft all in gnat W,, Reviewed By Date Personal information you provide may be used fors pdacy purp" ( vac aw, s. 15 :ti �1) (m)). Property Owner Propfl Location Gaylen Schilling Buy Greg Joh>on Govt:- NE 1/4 SW 1/4 S 9 T 30 N,R 19 W Property Owner's Mailing Address Lot # ! Block # Subd. Name or CSM# 498 150th Avenue t i Piat Of Wagner Estates City State Zip C6de Phoneftrnl "" -' ❑City E] Village ❑Town Nearest Road Somerset WI 54025 `'r %� Somerset 50Th Street ❑ New Construction Use: Residential TNteL' ` ms 4 ❑Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/ft .6 trench, gpd/ft Absorption area required 1200 bed, ft 1000 trench, ft Maximum design loading rate .5 bed, gpd/ft .6 trench, gpd/ft Recommended infiltration surface elevation(s) 94.0 ft (as referred to site plan benchmark) Additional design I site considerations Install trenches using high capacity infiltrators. Dosing may be required to reach replacement system location. Parent material Glacial till Flood plai n e levation, if applicable NA ft S= Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system MS El U M S❑ U Z S❑ U M S❑ U ❑ S N U ❑ S® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Roots Bed Trench 1 1 0 -10 1Oyr3/3 None sil 2fsbk mvfr as 2f 0.5 0.6 2 10 -26 1Oyr4/4 None sit 2msbk mfr aw if 0.5 0.6 Ground 3 26 -48 5yr3/4 None sl 2msbk mfr ai if 0.5 0.6 elev 98.17 ft 4 48 -89 7.5yr4/6 None s /ls /sl Osg ml - - 0.5 0.6 Depth to limiting factor >89" Remarks: Horizon #4 consists of tongues of sl from 11#3 descending into an unsorted mixture of Osg s & Is. Horizon loading rate adjusted to reflect less permiable sandy loams. 2 1 0 -13 10yr3 /3 None sil 2fsb mvfr Eaw 2f 0.5 0.6 2 13 -19 10yr5/4 None sil 2msbk mfr if 0.5 0 Ground 3 19 -30 7.5yr4/6 None sicl 2msbk mfr if 0 .4 0.5 elev 98.14 ft 4 30 -44 5yr3/4 None sl 2msbk mfi ai - 0.5 0.6 Depth to 5 44 -88 7.5yr4/6 None s /ls /sl Osg ml - - 0.5 0.6 limiting factor >88" Remarks: Horizon #4 consists of t,&gues of sl fro H #3 descending into an unsorted mixture of Osg s & Is. Horizon loading rate adjusted to reflect less perTniable san to s. CST Name (Please Print) Signa e: Telephone No. James K. Thompson 715- 248 -7767 Address A-C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, `WI 54020 5/8/00 3602 1237 PROPERTY OWNER: Gaylen Schilling, Buyer: Greg Johnso SOIL DESCRIPTION REPORT 1237 I Page 2 of 3 c PARCEL I.D.# 032 - 2`034 -95 ID#9.30.19.606 A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles Structure GPDIftz Horizon in. Munsell Qu. Sz. Cont. Color texture Gr. Sz. Sh. nsistence Boundary Roots Bed Trench 3 1 0 - 1 8 1 Oyr3/3 None sil 2fsbk mvfr as 2f 0.5 0.6 2 18 -30 10yr5 /3 None sil 2msbk mfr aw if 0.5 0.6 Ground elev 3 30 -44 1Oyr4 /4 None sil 2msbk mfr aw if 0.5 0.6 98.10 ft 4 44 -56 5yr3/4 None sl 2msbk mfi ai - 0.5 0.6 Depth to 5 56 -87 7.5yr4/6 None s /ls /sl Osg ml - - 0.5 0.6 limiting factor >87" Remarks: Horizon #4 consists of tongues of s l from H #3 descending into an unso mixture of Osg s & Is. Horizon loadin r ate adjusted to reflect less perm a san v oams. 4 1 0 -14 1Oyr3/ None sil 2fsbk mvfr as 217 0.5 0 2 14 -27 1Oyr6/4 None sil lmsbk mfr aw if 0.5 0.6 Ground elev 3 27 -46 1Oyr4 /4 None sil 2msbk mfr aw if 0.5 0.6 101.69 ft 4 46 -58 1 Oyr4 /4 None sil 2msbk mfr gw 1 f 0.5 0.6 Depth to 5 58 -84 10yr5/4 m2d7.5yr5/8 sil Icsbk mfr - - 0.5 0.6 limiting factor 58" Remarks: - 5 1 0 -10 10yr3 /3 None sil 2fsbk mvfr as 2f_ 0.5 0.6 2 10 -19 7.5yr4/4 None sil 2msbk mfr aw If 0.5 0.6 Ground elev 3 19 -36 7.5yr4/6 None sl 2msbk mfr aw if 0.5 0.6 100.58 ft 4 36 -50 7.5yr4/6 None Is Osg ml ai - 0.7 0.8 Depth to 5 50 -86 10yr5/4 None Is Osg ml - - 0.7 0.8 limiting - factor >86" Remarks: Ground elev Depth to limiting factor Remarks: �o � /8, ,� /a� o,�'�a� �cr- �s�e s. ■ So; ! Obse�da�'on T. of Sorr,e�cf, 5E . ♦ R y0 3y 59a S /ope ■ 83 z .51dpe . (�i• � merry S s-lx -m A •^ea ■ ■ 62 Bi 14 b. . or 99 0 w io6.9z' l3EnG�► Wlar TPoW Ste. 3,86, gssu,tl elegy` ioo,M, �?�� X237 EASE EN1r N09°42'02"E 1 <- 76.22' _�_++ 15.00 10 9.19 , — + — C1 0 32= 52 ' W NAO'27VO"W 410.37' X0'1 T�"E 148 .0.4' �y S OW27'OA' E 410.3T 33 9 Q 71. A bb 20' DRAINAGE 8 EASEMENT X60 X • — � to Z ` � � m ............. .. ... ....�\ �a �� a Iry i a .... .... #:T ti 1 :::1$::::: OE ':� . : .. .............................:. �`' ..8.......A.... .... g ��' I i� ® E �. ��� ... : : :... / F : / ::....'. H.W.L. _ • .. :.... 900.6 � N 7 �51-� E ,� ��', �`ry�QO 1� �/ 7 6 e G 3.043 ACRES ..........• :... 18 / .. .:.:......: .. 3"7.ACRES .........•........ : R .......... N �E P0� /:: . . C of " E /::•: .::.: :::: : :::::::::.:.: :: ::.... .:::::::::::::::::::::::::::::::::::;::::;:: ::.:.:.:.:..:.:.:..:.:.;.:.:.:. :...... : : : ::: : : :: ::........ S :..::: :A:..•.• :.•..........:.:..:::: .... .......:.:.:•:•:•.•:.:..:.:.:.: ... l .... - :::::::: ' � ° 3a' 1457.85 %oa ► : :::: ::: : ::::...........:.:.:.:.:.:. 1+�s. ::: :::.::....:..:............ ,w,o. e3• ............. . N8 '44'18 "W 2236.97' 4.d' +i — ° a e _D _ 0 _ °_ SOUTH LINE OF THE NS /2 OF THE MG�]PdQ44C D �]D� 0�1[�C�D DPI 0 4[�C�G3� -EGEND NO PO ( No POLE c RC -IDWAY SETBACK UNE AS SHOWN NOTE A GRADING THAT WOULD ALTER THE CAPACITY DISTURB A OF THE STORM WATER RETENTION AREA THE DISTU 17 WIDE UTILITY EASEMENT IS PROHIBITED OF WISCO PUBLIC BC PROPOSED DRIVE NOTE B BUILDINGS ARE PROHIBITED WITHIN EACH PAR THE STORM WATER RETENTION AREA LAWS, RUI BEFORE P STORM WATER RETENSION AREA TO — EXISTING FENCEUNE ZONING 0 HIGH WATER LINE H.W.L. =HIGH WATER UNE ELEVATION CONTIGUOUS BUILDABLE AREA PER TOWN OF SOMERSET SHEET y OF 2 SHEETS ' 1101 Caadded Road. Hudson, W (715) 38644 st Croix Co unty (715) 386- M • tax Zoning office Fc T o �. C C 'S From: Fax: Pa ges: P hone: ( Z L4 $ T `T I DateL�Sft I , Zt 0 2. Re: CC: ❑ Urgent ❑ For Review ❑ Please Comment El Please Reply Please Recycle Comments: 1 C� N (h 1101 CaarAch l Road. Hudson. WI (745) o ffice 3W-"W fu st. Croix County Zoning Fc To: 1D 1611� From: id F aun 3g� `f2�9 Pa ges: CZ Pho ne: Date: Re: CC: ❑ Urgent 0 For Review ❑ Please Comment ❑ Please RePly ❑ Please Recycle Comments: