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Home My WebLink About016-1033-30-040 02/14/2008 02:36 PM Parcel 016-1033-30-040 PAGE 1 OF 1 Alt. Parcel 15.30.15.246A-40 016 - TOWN OF GLENWOOD ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11/28/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - JELICH, MARC A & BARBARA L MARC A & BARBARA L JELICH C - COUTURE, DANIEL E DANIEL E COUTURE 7971 80TH ST S COTTAGE GROVE MN 55016 =Primary Districts: SC = School SP = Special Property Address(es): Type Dist # Description ' 1538 STH 128 SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 15.430 Plat: 5316-CSM 22-5316 016-06 SEC 15 T30N R15W PT NW SW FKA CSM Block/Condo Bldg: LOT 03 17-4635 LOT 1 (30.59 AC) BEING CSM 22-5316 LOT 3 (15.43 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 15-30N-15W NW SW Notes: Parcel History: Date Doc # Vol/Page Type 11/28/2006 839598 22/5316 CSM 02/06/2006 818002 EZ-U 10/21/2003 744422 17/4635 CWD 2441/566 more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Last Changed: 10/18/2007 Valuations: Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 15.430 2,300 0 2,300 NO Totals for 2008: General Property 15.430 2,300 0 2,300 Woodland 0.000 0 0 Totals for 2007: General Property 15.430 2,300 0 2,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: Category Amount User Special Code Special Assessments Special Charges Delinquent Charges 00 Total 0.00 0.00 Safety and Buildings ` 13 E SPRUCE STREET commercemi.gov CHIPPEWA FALLS WI 54729 TDD (608) 264-8777 + isconsin vwvw.commerce.wi.gov/sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary RECEIVED September 25, 2006 SEP 2 7 2006 CUST ID No. 227387 A : POWTS Inspector ST. CROIX COUNTY THOMAS C NELSON ZO ING OFFICE ENVIRONMENTAL BY DESIGN ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 09/25/2008 Transaction ID No. 1324560 J~Z'`~A Site ID No. 718673 SITE: Mark Juliet & Dan Couture Town of Glenwood, St Croix County Please refer to both identification numbers, { above, in all corres o ence with the agency. SW 1/4, S15, T30N, R15W NW Pr_ 1/4 oposed Lot~1,6d 2 0T_ FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1099192 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the .requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 9 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be :S 0.20 gpd/sf, and the linear loading rate < 4.5 gpd/ft. 4. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. Mound dimension J at a point described as L/2 shall be calculated with 6:1 side slope ratio (other J dimensions are calculated at a 3:1 ratio). The down slope mound toe dimension I shall be calculated using a 4:1 side slope ratio. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. THOMAS C NELSON Page 2 9/25/2006 V f If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 Leroy G ansky, P . Wastew r Specialist Integrated Services Bureau WiSMART code: 7633 (715)726-2544 Office (715)726-2549 Fax Ijansky@commerce.state.wi.us 1 1 . Introduction: 1324560 On August 20, 2005, Thomas Nelson, CSTM, Environmental By Design conducted a soil and site evaluation on property owned by Mark Jelich and Dan Couture, located in the NWl/4, SW1/4, Section 15, T30N-15W, town of Glenwood, platted as lot 1 of Mark Juliet and Dan Couture subdivision, this purpose being to determine the highest level of seasonal soil saturation so that a POWTS might be installed. This investigation revealed that the soils were only good for an A+0 mound system through an interpretive determination as designated by the Wisconsin Department Of Commerce's Administrative Code, Comm 85. Methodology: Backhoe pits were provided for three pits, 1 through 3, with interpretations of the sites suitability being conducted by using soil redoximorphic features, soil texture, soil structure, soil color pursuant to the guidelines under Chapter Comm 85 of the Wisconsin Administrative Code and using the USDA-NRCS soil descriptive system. During this field investigation the landscapes morphological features, vegetation, and hydrology was determined for the purpose of this Interpretive Determination as defined in Comm 85.60(2) of the Wisconsin Administrative Code. Upon completion of the collected field data, which included the accurate measurement of the sites featured parameters, site plans, system design, and this interpretive report have been developed for review. The intent is to demonstrate that a minimum of 6 inches of unsaturated soil exists on this site and any influencing factors on this would allow the compliant installation of a mound system serving a residential use for this property as allowed under Comm 83.44(3)(b) of the Wisconsin Administrative Code. Local Hydrology: The local hydrology of this site is influenced by the average of 30 inches of precipitation received. The soil properties and localized topography both influence water movement on this property. Seasonal issues such as frozen ground and warm temperatures also have their influences during the winter months when the ground is frozen; there would be an accumulation of snow with any melting action running off the site on the surface of the ground. Spring rains would produce additional surface runoff until the ground has thawed. Upon thawing, the influence on groundwater levels would be minimal due to the location of the site with its limited upslope watershed. The 6 percent surface slope would also aid the slower permeability of the soils. Summer temperatures and plant growth would provide removal of soil moisture through evaporation and evapotranspiration. Local Geomorphology, Soil Disturbance, and Local Topography The geologic interpretation of this area directly related to the glacial geology of the Eastern St. Croix Moraine, a ground moraine that was formed by the accumulation beneath the glacier and resulted in a composition of stony, reddish-brown glacial drift. Post-glacial windblown silts formed loess deposits that overlays this till. Below is the Cambrian bedrock Prairie Du Chien formation, a dolitimized limestone formation. Soil forming activities have resulted in what is known as the Northern Till Uplands soils resulting in dark silty soils. The site was probably originally in crop production in previous years. However, at the time of this determination it was in the primary stages of natural plant succession with early invasive plants. This hillside has a 6 percent slopes and was probably formed as the advancing ice scoured the landscape, retreated, depositing the till material, forming the rounded knobs of the hillside. Soil Series and Mapping Units The St. Croix County Soil Survey has mapped this area as being of Amery soil series, which consists of gently sloping to steep, well-drained soils on ground moraines, end moraines, and areas of pitted drift. These are loamy soils underlain by sandy loam till. In a representative profile the surface layer is dark brown loam about 9 inches thick. The subsurface layer is about 3 inches of brown loam. The subsoil is brown and reddish brown, friable sandy loam about 19 inches thick. The substratum, to a depth of 60 inches, is yellowish red, friable sandy loam. Data ➢ The soils evaluation report and system design have been included with this report. A copy of the USDA Soil Survey map that provides the soil-mapping unit described above. ➢ A USGS Topographic Map, revealing the topography of the site. A POWT site plan, representing the best location and layout of the system that best treats and distributes the systems discharge water. Government Reports Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, has visited this property. Additional Information Unique to the site During the evaluation there was the observation of biological activity in the form of worm burrows and roots. Worm activity was recognized at a depth of 13 inches in boring 2 and at a depth of 11 inches in boring three. Root activity was observed at 20 inches on boring 1, 21 inches on boring 2, 24 inches in boring 3. It is recognized that these biological activities are normally not apparent in zones that are saturated for long periods of time. These factors further support the suggestion that this portion of the profile dries quickly after a precipitation event. Recommendations The recommendation for the site would be for the site to be chisel plowed to a depth of at least 15 inches so as to breakup the soil interface and reorient the platy structure in a more vertical position, thus aiding infiltration. From the upside slope of the system area, 30 inches of ASTM C-33 sand lift will be placed on the plowed area. This provides the 36 inches of vertical separation to provide the treatment of pathogenic organisms. The recommended mound design uses a linear loading rate of 4.5 gpd/ft and an in-situ soil application rate of 0.2gpd/ft . This will be accomplished by designing the absorption area to be long and narrow and extended the down slope toe area to a 4:1 dimension, effectively increasing the basal area and eliminating the chances of toe seepage. Additionally, the slope on the upper toe edge of the mound will be constructed so as to be a slope with a 3:1 side slope at each end and a 6:1 side slope for the I dimension (upper slope) at a point L/2 (this being the location at half the distance of the total length of the mound) so as to help divert surface water from the upper slope (See included suggested mound detail plan). Finally the design requires that a water diversion ditch be installed above the mound so as to divert surface waters from the upslope area This should be installed with a 5:1 slope, a width of eleven feet, and oriented so that it traverses the contour slightly, draining the run off water north and down slope of the mound area. Conclusions It is my belief that the soils in the area of the proposed POWS will not be saturated above 6" for seven or more consecutive days for the following reasons: ➢ The described soil in this location moderately supports the mapped description, which represents in its description more silt loams in the substratum. Boring three is the only boring to have representative sandy loam content. The platy soils are probably due to farming practices and can be over come by the deep chisel plowing so as to reorient the clay particles in a more vertical orientation. ➢ The biological activity in the soil as represented by the roots and Earth Worm presence, suggest that the soil has not been saturated in the most recent history of the soils. These activities cannot survive in saturated conditions. ➢ A design with a long and narrow system representing a linear loading rate of 4.5 gallons per day per foot and an in-site soil application rate of .0.2gpd/ftzt. This configuration represents the best distribution of the wastewater, spreading it over a longer area. With the increased height of the mound, there is the assurance that there will be 3 feet of filtration between the bottom of the system and the zone of saturation. Also built into the plan is the increased dimension of the upslope of the mound, providing a 6:1 slope at the L/2 location, and the addition of a drainage ditch above the mound. These last two additional features will minimize surface runoff onto the mound area from higher elevations behind the system. The total design assures that the requirements of Comm. 83.41 of the Wisconsin Administrative Code are being met so as to properly filter the wastewater and to assure that there is no surface discharge, with discharge going below grade. ➢ The mound septic design and management plan provides proper treatment of wastewater and expected system longevity. Accordingly, the plan submittal addresses the methods and design for treatment and dispersal of the wastewater below the surface as addressed by the code requirements. ➢ Pit one revealed the prominence and size of RMFS increases with depth suggesting that the lower horizons are more saturated for a longer period of time. The second horizon in each pit while being saturated for a given period, are not as saturated as the horizons below. ➢ Pit number one suggests that it is not saturated for as long a period of time as and is apparent by the contrast of the RMFS. This being the lowest pit, it suggests that saturation becomes more significant as you are lower on the slope. With this understanding the system should be located as high on the site as possible. The final authority for this site's approval rests with the appropriate regulatory agencies: the Wisconsin Department of Commerce and the St. Croix County Zoning officials. Thomas C Nels Coitdfl `"o '111 t CST 227387 ~4 m+t i° August 23 2006 .t P . i :p ri DEPARINI, P:T '-j- CO!,ITAERCE ( 2 @15 ® 2VISION OF SAFETY ANU bUILDiNGS 1 tarl S- CORR FOND- CE Wisconsin Departrnent of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81 /2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Pending percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for seoondmy purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 1119 Mark Jelich and Dan Couture Gov Let NW 1/4 SW 1/4 S 15 T 30 N R 15 Property Owner's Mailing Address Lot # Block # Subd CSNf# 7971 80th St S i Jelich City State Zip Code Phone Number []City []Village Cottage Grove NW 55016 ( 6151-459-3602 Qlaamwod' own Nearest 300th Street El New Construction useE) Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Pubic or commercial - Describe: Parent material loess over glacial till Flood Plain elevation if applicable fL bIA General comments Site suitable for A+0 mound site and recommendations:- Boring # Boring Q Pit Ground surface elev. 97.60 fL Depth to limiting factor 11 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eif#2 1 0-11 10yr4/2 - sil 2msbk mfr as 2f .6 .8 2 11-14 1 4/4 f2f5yr5/8 sil lmpl mfr cw if .4 .6 3 14-15 10yr3/1 f2f5yr5/8 sil lmpl mfr cW if .4 •6 4 15-28 10yr4/4 c2d5yr518 sil lmpl mfr - - .4 .6 2 # Boring 9 El pit Ground surface elev. 98.80 ft. Depth to limiting factor 12 in. Soil Application Rabe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'r:m 'Eff#2 1 0-6 10yr4/4 - sil 2msbk mfr as 2f .6 .8 2 6-12 1 Oyr4/3 - sil 2msbk mfr cW if .6 .8 3 12-22 10yr4/4 EWyr5/8 sil lmpl mfr - 1f .4 .6 ' Effluent #1 = BOD > 30:5 220 ffKA and TSS >30 < 150 mg/L ' Effluent #2 = B0 9r.:5 30 mg/L and TSS 30 mglL CST Name (Please Print) Signahre CST Number Thomas C Nelson - 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, Wl 8/20/05 715-246-2454 Property Owner Mark Jelich and Dan Couture Parcel ID # Pending Page 2 of 3 ~s Boring 3 i3oring # Ground surface elev. 95.75 R 13 pit Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Murrell Ou. Sz. Cont. Color Gr. Sz. Sh. 'E1191 •Eff#2 1 0-13 10yr4/2 - sil 2msbk mfr as 2f .6 .8 2 13-30 1 Ovr4/4 - SH 2msbk mfr cw if .6 .8 3 30-36 7.5yr4/4 _ si Ifgr mvfr - - .4 .7 F-1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDAF in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *EW1 •Eff#2 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sati Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Conmterm Boundary Roots GPD/ff in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. *EfW1 *Eff#2 Effluent #1 =GODS > 30 < 220 mg& and TSS >30 < 150 mglL * Effluent #2 =GODS 30 mglL and TSS < 30 mgll. 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. SW4133ffag (R.07/00) Jefich-Couture Lot X 3 NE lot comer BM1 50' B3 93 218' 145' B2 159' 6% slope 131 44 184' ABM Scale 1"= 30' BM1 Top of iron pipe 100.00' NO BM2 Top of iron pipe 97.57' 61. 97.60' Thomas Nelson B2 98.80' 227387 B3 95.75 an i h-C uture enc o Lot NE lot comer 8M1 Mound Area approximately A A' 3T by 136' 83 11' wide diversion ditch with 5:1 side slopes Purpose of diverting water frow the back side of the moved. This ditch traverses the contour line and drains SW of the mound. 1396 Slope 81 A B' Scale V= 30' 8M1 Top of pipe 104.W aw Top of iron pOO 97,57" 81 97.60' +Thornas Nelson 82 78,80' 227387 83 95.75' B' It depth 1' ditch bottom • 1" = 200' 1323.84 AmB MnC2 ~ NkB ~ MA 4 1 7 LENW OD 76 AMC2 I t AMD2 246 -25 I1t M SeC2 'C2 I f CSM 17-4635 7 AMD2 i 24 -50 Lot 1 Lot 2 f "y r r f ~ er f N% ti ' rJ/ f ~ L ,f~i v I a.`ti 4 { J 1' of { ~ ~ 1 {~I Jt l 1 , ~V , IN 01 ' ZOOM 0' ' my d Imaqe courtesy of the U.S. Geological Survey t.~ RAJLJ) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction an Parcel I.D. endin percent slope, scale or dimensions, north arrow, and location and at Id, Please print all info atioECE' - Reviev.Vd by Date Personal information you provide maybe used for secondary urposes (Privacy Law, s. Property Owner ~uL pertyL on J" 12 - Mark Jelich and Dan Couture 1/4 SW 1/4 S 15 T 30 N R 15 r)~W 'Sto 1+ Property Owner's Mailing Address of # # Subd. Name or CSM# Jelich City State Zip Code Phone Number []Mllage ■ Town Nearest Road ( 6)51-459-3602 300th Street New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Public or commercial - Describe: Parent material loess over glacial till Flood Plain elevation if applicable N A ft. General comments Site suitable for A+0 mound site and recommendations: FT] Boring # 11 Boring Pit Ground surface elev. 97.60 ft. Depth to limiting factor I I in. El Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff° in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr4/2 - sil 2msbk mfr as 2f .6 .8 2 11-14 1 4/4 f2f5yr5/8 sil lmpl mfr cw if .4 .6 3 14-15 10yr3/1 t2f5yr5/8 sil lmpl mfr cw if .4 .6 4 15-28 10yr4/4 c2d5yr5/8 sit Impl mr - - .4 .6 F2 Boring # ❑ Boring 98.80 12 El 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/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10yr4/4 - sil 2msbk mfr as 2f .6 .8 2 6-12 1 4/3 - sil 2msbk mfr cw if .6 .8 3 12-22 10yr4/4 t2d5yr5/8 sil lmpl mfr - If .4 .6 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 8/20/05 715-246-2454 Property Owner Mark Jelich and Dan Couture Parcel ID # pending Page 2 of 3 11 Boring -7 3 Boring # g 0 pit Ground surface elev. 95.75 ft Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-13 10yr4/2 - sil 2msbk mfr as 2f .6 .8 2 13-30 1 4/4 - sil 2msbk mfr cw if .6 .8 3 30-36 7.5yr4/4 - sl 1 fgr mvfr - - .4 .7 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # Boring S Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD6 < 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. SM-8330Test (R.07/00) RECEIVED 1 .3 3 JAN 1 220 8303598 VOL 22 PAGE 5316 XATHEM H. ST. CROIX COUNTY REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR RECORD CERTIFIED SURVEY MAP CERTIFRTIFIED2 1 SURVVEY HEY H AP REC FEE : 13.00 LOCATED IN PART OF THE NW 1/4 OF THE SW I/4 OF SECTION 15, T30N, COPY FEE: 3.00 RI 5W, TOWN OF GLENWOOD, ST. CROIX COUNTY, WISCONSIN. ALSO PAGES: 2 BEING LOT I OF CERTIFIED SURVEY MAP RECORDED IN VOL. 17, PG. 4635. w PREPARED FOR: SURVEYOR: iF DAN COUTURE MARC JELICH DOUGLAS ZAHLER SURVEYING, INC. _O t 8177 HEMINGWAY AVE. SO. 7971 80TH ST. SO. 292 2 S0 N LAND ENLOE STREET C1 P COTTAGE GROVE, MN. 55016 COTTAGE GROVE, MN. 55016 U g HUDSON, WI 54016 z 0) wiz w ~ CURVE DATA w m ui _c p C# Radius Length Central Angle Chord Bearing Chord Length Arc Length Tangent In Tangent Out r„ N C1 1432.39 13°24'00" S22'07'53"W 334.24 335.00 S28'49'53W N15'2553"E Z ui C2 636.62 16'39'36' S07'06'05"W 184.46 185.11 N15'25'53"E N01'13.43'W K Fi 2 C3 1465.39 13'24'00" S22'07'53"W 341.94 342.72 S28'49153W N15'2557E LLal 04 669.62 13'46'53" 508'32'26.5"W 160.68 161.06 N15125'53"E N01.39.00"E m Q I UNPLATTED LANDS I WEST 114 EAST 1/4 i COR SEC. 15 N89°54'15"E 1319.16' N89'54'15"E 5295.27' COR. SEC. 15 1248.46' 114 N 3976_11' 33.00' : 567.00' 81.46' • 37.70 / ® 600.00' 719.18' h Lk / I LOT 1 47, b 5.50 ACRES cal I 239.551 SO. FT. TOTAL I a 52835 SO. FT. EX RNV a LOT 3 / y~~P ~prr Wr16 15.43 ACRES ' 1 I 672.294 SO. FT. TOTAL N89-54'15"E 536.12' : i ACRES d,Ii '~aa~EO 503.12' 817.7w~ fnl I 33.00' 817.713 30. FT. EX. RNV op, / * 8-2148 1-3 zj I _ DRIVEWAY : G,r 1~ ~+I% -12-05 : ~ - / r !a~ ~,9 ,..al N~-t N ~ : rrgSq PERMIT # 5500 W~ I 1 1 00% u I r' LOT 2 Z 7 - 9.66 ACRES I ( I c3 420,675 SO. FT. TOTAL c N SNOTE: EE HWY DOT NOTES 8.70 ACRES SHEET 2. 378,819 SO. FT. EX. RNV THIS g h/ y MAP (PLAIT) IS SUBJECT TO uj (1 33 3 1 STATE, COUNTY. AND 1 ® / TOWNSHIP LAWS, RULES AND o REGULATIONS (I.E.. WETLANDS, MINIMUM LOT SIZE, ACCESS TO S89 52 37" W 1t1 PARCEL, ETC.). BEFORE h 165.00 PURCHASING OR DEVELOPING I ' • . ' • • ' . ' • ' ' ' ' • ' . W _ y, v ,ti ANY PARCEL OF LAND CONTACT N89'52'37"E 507.53' g go: b3 U THE ST. CROIX COUNTY ZONING 1- _ 3 2.00' 135.51 x M 9 I - - - OFFICE AND APPROPRIATE 400.00' 40.54' 33.00' TOWN BOARD FOR ADVICE. I S89o52'37"W 540.54'--33.00- ` 152ND AVE_ ; 1 L-soUTr1 LINE OF THE N 1 LEGEND I NW1/4 OF THE S-A Ln FOUND 2" OUTSIDE DIAMETER IRON PIPE iJNPLATTE D LANDS ~S ® FOUND 1' BERNTSEN SURVEY MARKER ' FOUND 1" OUTSIDE DIAMETER IRON PIPE O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LES. PER LINEAR FOOT - - • - - - 110' HIGHWAY SETBACK FROM CENTERLINE O • . • • • • • • • • • 100' BUILDING SETBACK R SCALE: 1 250' PROPOSED DRIVE DRAFTED BY: WES ANDERSON a 0 250 500 SHEET 1 OF 2 SHEETS PROJECT # 6371-01 DATE: 10/27/06 o Vol 22 Page 5316