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HomeMy WebLinkAbout016-1033-30-035 Parcel 016-1033-30-035 02/14/2008 02:36 PM PAGE 1 OF 1 Alt. Parcel 15.30.15.246A-35 016 - TOWN OF GLENWOOD Current X ST. CROIX COUNTY, WISCONSIN 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 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ` 1529 300TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 9.660 Plat: 5316-CSM 22-5316 016-06 SEC 15 T30N R15W PT NW SW FKA CSM Block/Condo Bldg: LOT 02 17-4635 LOT 1 (30.59 AC) BEING CSM 22-5316 LOT 2 (9.66 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 CSM 2441/566 WD more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 10/18/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 5.660 1,000 0 1,000 NO UNDEVELOPED G5 1.000 100 0 100 NO AGRICULTURAL FOREST G5M 3.000 4,500 0 4,500 NO Totals for 2008: General Property 9.660 5,600 0 5,600 Woodland 0.000 0 0 Totals for 2007: General Property 9.660 5,600 0 5,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Safety and Buildings commerce.Wl.gov 13 E SPRUCE STREET CHIPPEWA FALLS WI 54729 ■ TDD (608) 264-8777 i sco n sin , www.commerce.wi.gov/sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary September 25, 2006 RECEIVED CUST ID No. 227387 ATTN.- POWTSInspector JAN 0 4 2007 THOMAS C NELSON ZONING OFFICE ST. CROIX COUNTY ENVIRONMENTAL BY DESIGN ST CROIX COUNTY SPI 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/25/2008 Identification Numbers Transaction ID No. 1324560 SITE: Marc Jelich & Dan Couture Site ID No. 718673 Town of Glenwood, St Croix County Please refer to both identification numbers, NW 1/4, SW 1/4, S , OAT, R15W above, in, all correspondence with the agency. Proposed Lots 1 d 2 1 ~,s d'1't ~/5 3 I FOR: Object Type: Soil ion 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 0.20 lsf, 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 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, PS ?,Waste ter Specialist Integrated Services Bureau WiSMART code: 7633 (715)726-2544 Office (715)726-2549 Fax Ijansky@commerce.state.wi.us T RECEIVED . Wisconsin Department of rce N 0 V 13 2003 SO EVALUATION REPORT Page L of Division of Safety and Building ST. IR 85, Wis. Adm. Code County Attach complete site plan onLoar F es in size. Plan must a D ~x Include, Iwt 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. Reviewed Date Personal Wormebon you provide may be used for secondary purposes (privacy Low. s.15.04 (1) (m)). Property Owner Property Location Cole S' Govt Lot (rJ 1/4 5491/4 S j, T - r7 N R 1,3-'-ii Nr W Property Owner's Mailing Address Lot # Block # Name CSM# GFTU 3 i city State Zip Code Phone Number ❑ City ❑ Vil Wf Town Nearest Road New Co uhxMon. Use: 14 Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Publig or commergal - Describe: y Parent material fr~ G1A I- t/~ Flood Plain elevation if applicable /Y % l ft General comments and recommendations: /117-aV12 c ✓ c~2 -)/L1'7ZZti1 /S yS~ r'/'+~ ~fJ CJf~LY~ "Aa c t-m- vt~ sir Boring # Boring a ® Pit Ground surface elev. ®E ft. Depth to limiting factor 2 in. Sod Application Rate Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/ff in. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 TRW Si 6 FR S M ` = 2 is Si rW G SS 22-1.2 /c 1 C,4d k I3- S - .3 m ~K 5r 5"p' v M A-A A- f- r , d v ` S' a Boring # r° Boring Lo Pit Ground surface elev. ft. Depth to limiting factor s~ in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDflf In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 n a- 1 315 - F )y 116' 6-- AM L GS - - • 6 441r -M. PV • Effluent #1 = BOD > 30:5 720 mg/L and TSS >30 11,% ffQ& ' Effluent #2 = BOD 130 mg& and TSS < 30 mg/L CST Name (Please Prat) ~ 91griature CST Number M Z Address Date Evaluation Conducted Telephone Number ~ v/,3 T Property Owner 17©aS~ RiI~ p~~? S Parcel ID # Page Q. of Boring # ❑ Boring F YI Pit Ground surface elev. ft. Depth to limiting factor in. Sol Rate Hortmn Depth DorninantColor Redox Description Texture Structure Consistence Boundary Roots GPDRF In. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 o ,?6 Alrg f~ ,8 r On e d M - GS 'lei lyv-o o d yej- 2A A6 oy`' 1 .00, Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHF in. Munseh Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 F-1 Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture St ucture Consistence Boundary Roots GPD/fP In. Munsel Qu. Sz Cont. Color Gr. Sz Sh. 'Eif#1 'E1#2 Effluent #1 - BOD, > 30:S 220 mg1L and TSS >30 < 150 mgA- ` Effluent #2 = BOD, < 30 mgA- and TSS 130 rrglL 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. SBDi330(RA W) ! 9 I_-L f i o~- 11Q - - - - - - - - - - - i t i ~ s' n RECEIVED 3 JAN 1 2 2007 8-23 C-=P s-Eill $ VOL 22 PAGE 5316 HATALTs'61fi H. ST. CROIX COUNTY REGISTER OF DEEDS 11111 CERTIFIED SURVEY MAP 11"28' 10 y NAMA CERTIFIED SURVEY P REC FEE: PY FEE: 3300 LOCATED IN PART OF THE NW 1/4 OF THE SW 1/4 OF SECTION 15, T30N, CO R1 5W, TOWN OF GLENWOOD, ST. CROIX COUNTY, WISCONSIN. ALSO PAGES: 2 BEING LOT 1 OF CERTIFIED SURVEY MAP RECORDED IN VOL. 17, PG. 4635. w PREPARED FOR: SURVEYOR: 0 COUTURE MARC JELI DOUGLAS ZAHLER S & N LAND SURVEYING, INC. ~ O 1u 8117 77 HEMINGWAY AVE. SO. 7871 80TH ST ST. SO. W COTTAGE GROVE, MN. 55016 COTTAGE GROVE, MN. 55016 H2920 ENLOE UDSON, WI 54016 ET fL2 LL w oz Z CURVE DATA wilt : m O C# Radius Length Central Angle Chord Beating Chord Length Are Length Tangent In Tangent Out C7 CO C1 1432.39 13'24'00' S22'07'53"W 334.24 335.00 S28'4953"W N15'25'53"E z LU C2 636.62 18'39'36' S07'06'05"W 184.46 185.11 N15.25'53"E N01'13'43'W F N C3 1465.39 13'24'00" S22'07.53W 341.94 342.72 S28'4953"W N15.2657E C4 669.62 13'46'53" S08.32'26.5"W 160.68 161.06 N15'25'53'E N01.39'0o"E 00 Q I.TNPLATTED LANDS WEST 114 EAS 1/4 R SEC. 15 N89054'15"E 1319.16' N89'54'15"E 5295.27 CORTSEC. 15 ! O 1248.46' EAST-WEST 1/4 NE 3976_11'-A/~ m I 33.00' : 567.00 681.46' .'./37.7 0 ` / Y v 600.00' 719.16' ® A t~ LOT 1 I b 5.50 ACRES d~/ II N N 299.551 SO. FT. TOTAL ~1 P~h 7 I 225 635 SO. FT. EX. R/W LOT 3 WIB 15.43 ACRES ' wO ~wS-~ I 872.294 SO. FT. TOTAL N89'54.15"E 538.12' co 503.12' 14.18 ACRES [[[V~~~j/ ZAHLM CAS ' 33.00' 617,713 SO. FT. EX. R/W / * . } DRIVEWAY = CT' 'N/ NJ PERMIT # 55-0012-05 1 31 )A cc dl LOT 2 i 9.66 ACRES • : • / 420.875 SO. F7. TOTAL SEE NOTE: HWY DOT NOTES - 0 .70 ACRES 378,619 SO. FT. EX. R W . SHEET 2. EACH PARCEL SHOWN ON THIS y 3 CO MAP (PLAT) IS SUBJECT TO ~ I ® / u°1 STATE, COUNTY, AND TOWNSHIP LAWS. RULES AND LLo REGULATIONS (I.E., WETLANDS, = MINIMUM LOT SIZE, ACCESS TO z S89e52'37"W„ PARCEL, ETC.). BEFORE m I 165.00' : PURCHASING OR DEVELOPING ANY PARCEL OF LAND CONTACT S s N U V THE ST. CROIX COUNTY ZONING N88'5237'E 507.53' OFFICE AND APPROPRIATE 4 3~OO 40.54' N'M" 0 33.00' TOWN BOARD FOR ADVICE. S89e52'37"W 540.54'-33.001 - S ` L_ 152ND AYL_ z i SOUTH LINE OF THE Ni 1 LEGEND NW114 OF THE SW114 Ln UNPLATTED LA FOUND 2" OUTSIDE DIAMETER IRON PIPE l NDS FOUND 1' BERNTSEN SURVEY MARKER • FOUND 1" OUTSIDE DIAMETER IRON PIPE O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT - - - - 110' HIGHWAY SETBACK FROM CENTERLINE O • • . • • • • • • . • • 100' BUILDING SETBACK SCALE: 1"- 250• PROPOSED DRIVE GRAFTED BY: WES ANDERSON i 0 250 500 SHEET 1 OF 2 SHEETS PROJECT#6371-01 DATE:10/27/06 0 Vol 22 Page 5316 t I I pv ~c~pe 9 20Q4 FGV 744422 VOL 17 PAGE 4635 ST. CRQIX C0b, "<TY KATHCEEH H. WALSH S~IRVCYta ' ~rCORD REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD CERTIFIED SURVEY MAP 10/2 1/2003 0.^ 01310P1t LOCATED IN THE NW114 OF THE SW114 OF SECTION 15, T30N, CERTIFIED SURVEY MAP REC FEE: 15.00 R15W, TOWN OF GLENWOOD, ST. CROIX COUNTY, WISCONSIN. COPY FEE: 4.00 PREPARED FOR: PAGES: 3 HAROLD RHODES LOT AREA TABLE 3055155TH AVE. LOT #t DESCRIPTION SO. FT. ACRES P.O. BOX 144 LOT I INC RW 1,332,521 30.59 GLENWOOD CITY. WI 54013 LOT I EXC RW 1,222,167 26.06 SURVEYOR: LOT2 INCRW 39309 9.04 ~1\QJCOM I LOT 2 EXC RW 348,088 7.99 THOMAS M. HEALY S N LAND SURVEYING, INC. THO Q 2920 ENLOE STREET CURVE DATA TABLE W HUDSON. WI 54016 SEE SHEET 3 H ~ NOTE: O At the time of this survey, Lots 1 and 2 shown hereon, existed as SON. a legal conforming parcels separated by S.T,H 128. This map O WI OR has been prepared to more clearly identify these parcels. No V new lots have been created by this Instrument. S J RJ NE CORNER ~M'If~`~1~D (g3~Q4lLG°3~ OF THENWI/4- -i1BV54'1WE529527--- OF THESWt/4 t wEST1/a.-, 118WWISOE 1323.84' CORNER OF 1319.19 SECTION 15 1248. 37.71 s'- *-_W EAST 1/4 EAST-WEST QUARTER U E CORNER OF 1 I ~~~t'~ gl SECTION 15 i -Z A 1 i CAUTION-HIGHWAY 1 t SETBACK RESTRICTIONS o I j D.O.T. N0a5 i2s 38 i i : / PROHIBIT IMPROVEMENTS. Qp t j t It SEE SHEET 3 I ~I 1 J ' •770 1 Bill RI §31 LOT ` 'y/ W I pl 101 N~ I •i p i ~ ~1 ~ ~ - I oo I WI w : I !~I p I R UNPLATTED PARCEL CONVEYED TO TOWN OF GLENWOOD CITY BOOK 164, PAGE 133 `j tt y 1t r 271 @1 151nd AVENUE t` • EXISTING LOT 2 - SW CORNER EXISTING 1~ ~J BUILDING OF THE NWt/4 _ j I~ FENCE 507.53' i J / V 450 9T OF THESWI/4 1 SE CORNER S89°5MIN 589°52'3T'1N OF THE NW1/4 i 540.54' $ $ 618.76' I OF THE SW1/4 t S89'5737-W 1324.30' iV s SOUTH LINE OF THE - Wt/4 OF THE SW114 ,r r>, MG~PdGJ_~tr_GD L>~IU~JCD?~3 z SW CORNER OF vi LEGEND SECTION 15 o e D e D FOUND SURVEY MARKER NAIL MMP~~`4GD [kp- 0 - - - O LOSE 1- OUTSIDE ' NG IRON P PE,DWEIGHING 6 138LBS. PER LINEAR FOOT . , • , • • • 100' BUILDING SETBACK LINE SCALE IN FEET 1" = 300' • FOUND i' OUTSIDE DIAMETER IRON PIPE it FOUND 2' OUTSIDE DIAMETER IRON PIPE 300 0 300 THIS INSTRUMENT DRAFTED BY: BRIANAGEISSINGER SHEET 1 OF 3 SHEETS O JOB NO. 6261-03 DATE: 07/09/2003 REVISED: 10/03/03 TMH io~yo 03 rm,y 1 Vol 17 Page 4635 i