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Home My WebLink About002-1041-50-300 (2) 0 CRD~x COUNTY P. ir T PLANNING & ZONING MEMO DATE: APRIL 20, 2007 To: Eric Larson Code Administration FROM: Ryan Yarrington, St. Croix County POWTS Inspector #683475 715-386-4680 Land Information & RE: Lot 4: CSM 669535: SE, SW, S18, T29N, R1 6W Planning 715-386-4674 As a result of queries by a prospective buyer for lot 4, Pam Quinn (St. Croix County) and I conducted a site inspection to determine accuracy of data provided Real Property in the soil report dated 11/28/00 by Gary Steel. Based on my findings, A+0 715-386-4677 conditions were found on April 6, 2007 requiring the Wisconsin Department of Commerce (DCOMM) approve the soil test. On April 13, 2007 Leroy Jansky Recycling 715-386-4675 (DCOMM) verified the soil conditions as A+0 and determined that a new soil tested area should be located. On Thursday April 19th 2007 a new soil test was completed by Dave Steel. Pam Quinn and I verified all soil pits and descriptions. A typical soil profile consisted of silt loam over a sandy clay loam. Redox features were observed from 5 to 7 inches below the A horizon. A contour of 96 was established requiring a convex mound design. 4 ST. CRO/X COUNTY GOVERNMENT CENTER 1 101 CARM/CHAEL ROAD, HUDSON, W/ 54016 715-386-4686 FAX r commerce.wi.gov SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street isconsin INSPECTION REPORT Chippewa Falls, WI 54729 www.commerce.wi.gov/sb Department of Commerce (715) 726-2544 Date of Inspection: April 13, 2007 Plumber Name and Address: Project Name: Larson na Use: New Residential Legal Description: SE, SW, 18, 29, 16W Parcel ID Number: 002-1041-50-300 Subdivision: CSM 15-4248 Certified Soil Tester Name and Address: Municipality: Town of Baldwin Gary L. Steel (11/28/2000) County: St. Croix County Plan Transaction Number: na Sanitary Permit Number: na Owner Name and Address: Eric Larson Wastewater Flow: 450-600 gpd Persons Present: R. Yarrington This investigation was requested by the county to help determine the suitability of soil conditions for a mound system. The soil evaluation report by Gary Steel was completed in 2000. Current county policy is to verify soil conditions at all sites with 6 inches or less of suitable soil below the bottom of the A (topsoil) horizon. Three soil borings were dug by hand to verify soil conditions. One was located near B-2 as shown by Steel on his site plan. This boring had more than 4 inches of subsoil free of redoximorphic features. However, the area near B-1 and B-3 does not qualify with A>_4 conditions. Redox features were observed immediately below the A horizon and in the lower part of the A horizon. The soil appears more disturbed (mixed) than from normal plowing for agricultural crops. I suggest redoing the soil evaluation and concentrating in the area at or above the elevation of B-2. Our verification indicates soil conditions may be better suited for a mound system at his higher elevation. Backhoe pits should be used since there appears to be some soil disturbance in parts of this site. will be available for an additional consultation at his site if so requested. L roy G. nsky, W tewater pecialist Ljansky@commerce.state. w' s E-mail 715/726-2544 Voice 715/726-2549 Fax cc: ~ounty ❑ Plumber ❑ CST ❑ Owner ,Other • SiLF L Wisconsin SOIL EVALUATION REPORT #2047 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8/2 x 11 inches in size. Plan must County St. Croix 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. QQ~ ,/0 y/ _ S 7y- 02) Please p 'nt alR t(~iE ® Revie d By / Date Personal information you provide may b used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ZO D~ Property Owner APR `I., O ZUU/ Property Location Eric Larson Govt. Lot na SE1/4, W1/4, S18, T29N, R16W Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Nam r CSM# 504 valley View Dr. na CSM U6 L City State Zip Code Phone Number City ' Village Town Nearest Road Hudson WI 54016 715-760-0069 Baldwin 90Th Ave. New Construction Use: [ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Glacial Drift Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 97.83ft based on contour line elevation 96.00ft. Minimumm 22 inc es and recommendations: ASTM 33 Mound sand. , Gf 1 2 J 'n bt I jr 6-b ❑ Boring # L~ Boring ~ 1 Pit Ground surface elev. .60 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 9-16 5yr4/4 none scl 2msbk mfr cs na .4 .6 3 16-20 5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 [-j Boring Fi Boring # I Pit Ground surface elev. 97.20 ft. Depth to limiting factor 17 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 10-17 5yr4/4 none scl 2msbk mfr cs na .4 .6 3 17-24 5yr4/4 m3p 7.5yr5/6 scl om na na na .0 .0 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <-30 mg/L CST Name (Please Print) Signatu CST Number David J. Steel 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1396 141st St. New Richmond, WI 54017 4/20/2007 715-760-0347 SBD-8330 (R.07/00) f STEEL'S SOIL SERVICE David I Steel CST-POWTSM Lie. #248956 Pricing for 20 Water test, well and. septic inspection, septic umping $350.00 Water test, well 'and s1~ptic inspection $ 0.00 Water test $175.00 Water test and septic inspect' n 00.00 Septic inspection $150.00 Well inspection $125.00 Well and septic inspec on $175.00 Lead test $35.00 i Septic pumping~150.00 Soil test $450/0 V.O.C. Te0215.00 r Pries subject to change due to weather conditions. 994 200th Street Baldwin, WI 54002 (715)-760-0347 Direct (715)-684-3449 Fax 'Property Owner Eric Larson Parcel ID # Page 2 of 3 Boring ❑ Boring # LLj pit Ground surface elev. .60 ft. Depth to limiting factor 14 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none sil 2msbk mfr cs 1vf .6 .8 2 8-14 5yr4/4 none scl 2msbk mfr cs na .4 .6 3 14-24 5yr4/4 m3p 7.5yr5/6 scl om na na na .0 .0 F4 ] Boring # Boring L_ Pit Ground surface elev. 95.60 ft. Depth to limiting factor 15 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sil 2msbk mfr cs 2f .6 .8 2 10-15 10yr4/4 none Sid 2msbk mfr ai if .4 .6 3 15-24 10yr4/4 m3p 7.5yr5/6 Sid om na na na .0 .0 ❑ Boring # L_-_I 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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.07/00) Steel's Soil Service ORDER FORM STEEL'S SOIL SERVICE 994 200TH Street Baldwin, WI 54002 715-760-0347 Direct 715-684-3449 Fax Circle Inspection Needed WATER 'XWELL S TIC LEAD TEST SEPTIC TANK PUMPING V.O.C. ORDER DATE: CLIENT: PHONE # A FAX # OWNER: BUYER: PHONE # PHONE# ADDRESS: ADDRESS: COUNTY: / TOWNSHIP: ADDRESS OF TE t SITE (if different from above): DIRECTIONY Additional Information: STEEL'S SOIL SERVICE 3 of 3 David J. Steel Eric Larson 1396 141st St CST-POWTSM SEl/4SW1/4,S18,T29N,R16W New Richmond. WI 54017 Lic. #248956 Town of St. Baldwin, St. Croix Direct 715- 760-0347 CSM Lot\ Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ~4 • = Alt Benchmark El 98.10 ft shed service door sill r =Borings Boring Elevations 3 BI = 95.60 ft B2 = 97.20 ft B3 = 95.40 ft t 91, B4 = 95.60 ft 1~3 v r r /r ~~r es~ ~C~r r S yam., _ A ci C~t j~,o' l 4 Wis:onsinDepartment of Commerce SOIL EVALUATION REPORT Page - _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 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, andlocafion and distance to nearest road. vv eviewed by Please print all infotmation. Date Personal information you provide may be used fodsecondarypurpa~. (P(4yacy Lsw, sr),-~04 (1) (m)). b Property Owner Propd~ty Location Harvey le enta - L C--_ G It SE 1/4 SW 1/4 S 18 T 29 N R 16 X(or) W Property Owner's Mailing Address o' Block # Subd. Name or CSM# 540 Summit Cir, na csm - 7` City State Zip Code Phone Numbbi' ty ❑ Village R) Town Nearest Road Baldwin WI 54002 (715,.P84-2850 y' Baldwin 90 th. Ave. [R New Construction Use: 12 Residential / Number of bedrooms ' r 4' Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ~J ft. Generalcomments :SF(/0) 300 A4- 4Rate and recommendations. i mound @ el. 98.80', based on contour line of el. 96.80' Boring Boring # 97.50 ft. Depth to limitin9 factor 12 in. Pit Ground surface elev. Soil Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eft#2 1 dY~ 1 0-7 10 3 2 none T, 2m-,hk mfr qw -5 -8 I" 2 7-12 10yr3/3 none sicl 2insbk mfr if -4 6 3 12-30 10yr4/4 c2p 7.5yr5/8 scl 2msbk mfr na -4 -6 4 30-55 10yr5/3 c2 7.5 5/8 cl M 2❑ Boring # E] Boring 97.20 y ® Pit Ground surface elev ft. Depth to limiting factor 20 in. Soil Application Rate I 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 -9 10yr3/3 none L 2msbk mfr cs if .5 .8 2 -20 10yr5/4 none scl 2msbk mf 3 0-29 10yr5/4 2p 7 scl 2msbk mfr 4 9-40 10yr5/3 c2p 75. 5/8 cl M A ` Effluent #1 = BOD > 30:s 220 mg/L and TSS >30 < 150 mg/L ' uent #2 = BOD < 30 mg/L TSS 5 30 mg/L CST Name (Please Print) Signature . CST Number Gar L. Steel 1-4 02298 Address Date Evaluation Coriducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11-28-2000 715-246-6200 Property Owner H. Hielkema Parcel ID # pending Page 2 of 3 Boring # ❑ Boring pit Ground surface elev. 96.40 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 0-8 10 3 2 n 1f .5 .8 2 8-13 10yr3/3 none sic 2msbk mfr if 4 -6 1 3 13-2 10yr4/41c212 7.5 5 8 scl 2msbk mfr na .4 .6 4 22-4 10yr5/3 c2p 7.5yr5/8 cl M na na na .0 .0 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/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ pit Soil lication 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 I _ Effluent #1 = BODS > 30 5 220 mg/L and TSS >30 < 150 mg/- ' Effluent #2 = BODS < 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.6/00) Property p,,,,r1er H. Hielkema Parcel ID # pending Page 2_ of # ❑ Boring F [y~ Pit Ground surface elev. 96.40 ft. Depth to limiting factor 13 ~ in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f(t in. Munsell Qu. Sm Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0-8 10 3 2 1f .5 .8 2 8-13 10yr3/3 none sic 2msbk mfr 1f .4 -6 3 13-2 10yr4/4 c2 7.5 5 8 scl 2msbk mfr na .4 .6 4 22-4 10yr5/3 c2p 7.5yr5/8 cl M na na na .0 .0 w~ la U Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soo 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 F Boring # Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ~I Effluent #1 = BOD5 > 30 1220 mg1L and TSS >30 < 150 mgA. ' Effluent #2 = BOD, < 30 mg/_ and TSS 5 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. seaano M6=) • STEEL'S SOIL SERVICE Gary L. Steel Harvey Hielkema 1554 200th Ave. CSTM2298 SE4Sw4 S18-T29N-R16w New Richmond, WI 54017 MPRSW-3254 town of Baldwin (715) 246-6200 lot #1-csm This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. ✓1 "=40' ~.T top of 1 pvcpipe @ el. 100.00' Alt. BM.= top of 1" pvcpipe @ el. 99.00' ~y Gait' L. Steel 11-28-2000 6►6 C3 S 3 S 15 4248 KATHI EEW H. WALSH REGISTER OF DEEDS CT. CROIX CO. WI RECEIVED FOR RECaRD SURVEYOR'S RE OR'0 01-28-2002 2:00 PM COPY FEE: 3.00 RECORDING FEE: 13.00 MOM 2 Certified Survey Map Harvey and Suzanna Hielkema Part of the South 112 of the Southwest Fractional 114 of Section 18, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin. LEGEND: O Indicates 1" x 24" iron pipe weighing 1.13 lbs./lin. ft. set. ->t- Indicates fence. o indicates soil boring for proposed septic system. D.O.T. Approval No. 55-63-3328-2001 Owner's Address: NORTH 114 CORNER SECTION Is, r2-9N, 540 Summit Circle R 16 W / e ERN TSEN NA 11. FOUND/ Baldwin, WI 54002 UNPLA TTED LANDS ? 2 99 OWNED a y p/a rTER k O O~ S88'4 '45 J° W 3 \ 101. 13, 190.00' i W V h hA / 3 M a ,~6 o ~ • cn = OT 3 LOT 4 =o Q O` 0 3:/93 ACRES Q ~z W ^ 2, 484 ACRES tk V h /39, 094 SO, FT. W Q h 108, /89 So, FT. . J h R 2.866 4CRE5 EXCLUDING O h 2. 328 ACRES EXCLUDING b 3 40 ROAD R/GH r OF WAY ROAD R/VH AY N Q11 /24, 837 SO. FT. 101,411S W • ~ W 1 `Q/ b / z q ~ r V_ O O t O Q O I k ~ 0 0' n 4 h Z 01 ? 0 WArERCOuRsE EASEMENT ?S.. a r CA J it ti Q..~' Z O ROAD SErB4CA L/N,- v W ~ 2 ~A p cl'--------- Q 14 2 . W 0 ( H 4b 3 W • A\ pip ~1 ~ry / 00' V~ t i m Ap r~P R ~ ys ~A ~ SBB•1B'/9"E 584,78' h m 0 394,80' 772,21' /89. 98' 3 21 b AA 424.56' M h \ ~o AM 00' 90 TH AVENU_E 614,16' b S LINE SW rR4cr1ONAL I/4 N 88. 47'41"W /386. 77'w- ~IOr UNPLA TIED LANDS GON 00 P~ 2 $ 2001' owNEO ey orN ,mss ~~5 d/~ C. ;;p this 18th day of October 2001." W. U n„~ unu ni., 1 13 SCALE / /Ou' 13 O 20' ?O' /00' 200' 300' F VVI I,AMO SHEET 1 OF 2 Vol. 15 Page 4248 Parcel 002-1041-50-300 03/26/2007 03:49 PM PAGE 1 OF 1 Alt. Parcel 18.29.16.271A-40 002 - TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - LARSON, ERIC J & STACIE L ERIC J & STACIE L LARSON 504 VALLEY VIEW DR HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 2.484 Plat: 4248-CSM 15/4248 002/02 SEC 18 T29N R16W PT S 1/2 SW FRL 1/4 Block/Condo Bldg: LOT 04 BEING CSM 18/4248 LOT 4 2.484AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 18-29N-16W SW Notes: Parcel History: Date Doc # Vol/Page Type 12/18/2002 702751 2084/58 WD 01/28/2002 669535 15/4248 CSM 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.484 27,100 40,300 7,400 NO Totals for 2007: General Property 2.484 27,100 40,300 67,400 Woodland 0.000 0 0 Totals for 2006: General Property 2.484 27,100 40,300 67,400 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