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HomeMy WebLinkAbout002-1002-30-000 ' z Mr LM NE 114 SOMM 2 277.41' 258.39 781.01' No ' 33' 33' 3 7o IN oe 6' 184.07' A 239.09' L ® - t70.85''~~ r 423.17 ^iS _ W O 49 21 00 b. 10 60' 6 6' Z ~ ~ ~ 7v V o c~ z N 1338.31' 11~ ~O e0 o ~ Q M Q AE ~r_wr !4 Parcel 002-1002-30-000 01/30/2008 10:39 AM PAGE 1 OF 1 Alt. Parcel 02.29.16.18A 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 - HIELKEMA, HARVEY & SUZANNA H HARVEY & SUZANNA H HIELKEMA 2150 55TH AVE BALDWIN WI 54002 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 2 T29N R16W FRL NW NE EXC NSP R/W, Block/Condo Bldg: TOWN BALDWIN. Tract(s): (Sec-Twn-Rng 401/4 1601/4) 02-29N-16W Notes: Parcel History: Date Doc # Vol/Page Type 11/01/2000 632859 1555/531 WD 07/23/1997 1228/479 TI 07/23/1997 495/93 07/23/1997 473/615 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/25/2006 Description Class Acres Land Improve Total State Reason PRODUCTIVE FORST LANDS G6 40.000 136,000 0 136,000 NO Totals for 2008: General Property 40.000 136,000 0 136,000 Woodland 0.000 0 0 Totals for 2007: General Property 40.000 136,000 0 136,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r Safety and Buildings 13 E SPRUCE STREET commerceml.gov► LA-11PPEWH FALLS WI b4/Yy P-A-L it TDD (608) 264-8777 www.commerce.wi.gov/sb/ isconsin www.wisconsin.gov Department of. Commerce Jim Doyle, Governor Mary P. Burke, Secretary June 26, 2007 RECEIVED CUST ID No. 224832 ATTN: POWTS Buildin Inspr o 3 2047 MARY JO HOLLISTER ZONING OFFICE ST. CROIX COU"~y HOLLISTERS SOIL TESTING ST CROIX COUNTY S IA W9875 690TH AVE 1101 CARMICHAEL RIVER FALLS WI 54022-4011 HUDSON WI 54016 (Please forward a copy of this letter to the fire department conducting inspections of this project.) CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/26/2009 Identification Numbers Transaction ID No. 1396940 SITE: Harvey Hielkema Site ID No. 725632 County Highway Dd Please refer to both identification numbers, Town of Baldwin, St Croix County above, in all corr ondence with the agency. NW 1/4, NE 1/4, S2, T29N, R16W FOR: Facility: 680494 HARVEY HIELKEMA COUNTY HIGHWAY DD Object Type: Soil Saturation Determination Regulated Object ID No.: 1132383 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 six inches below grade. At least 30 inches of sand lift on top of six 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 gpd/sf, and the linear loading rate 4.5 gpd/ft. 4. Chisel plowing to a depth of> 12 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. The soil tester recommends side slopes of 1:4 to help increase overall basal area. 6. 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. 7. 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. T~ MARY JO HOLLISTER Page 2 6126/2007 i 8. 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. 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 7 days prior to any earth disturbing activities. You will need to either file the NOI and an erosion control plan summary on-line at www.commerce.wi.gov/sb or submit a completed NOI form and either a plan summary or complete plan to us, with additional fees, or to the certified municipality. 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 4- Balance Due $ 0.00 Leroyy G.(dansky, PSS POWTS Wastewater Specialist WiSMART code: 7633 Integrated Services Bureau (715)726-2544, Friday, 7:00 a.m. To 3:30 p.m. leroy.jansky@wisconsin.gov i INTERPRETIVE DETERMINATION REPORT Property Owner: HARVEY HIELKEMA 540 Summit Circle Baldwin, WI 54002 Site Location: NW'/a of the NE'/a, Sec. 2, T29N, R16W Town of Baldwin St. Croix County Structure To Be Served: Proposed 3 or 4 bedroom dwellings 1-3 g 6 9 4 0 RO.W.T.S. Conditionally APPROVED DEPARTMENT OF COMMERCE DIM 'ON OF SAFETY AND BUILDINGS 7E RRESP DENCE Prepared by: Mary Jo Hollister, CST #224832, Designer #1859-007 Date: A&N - ed 06--05-07 Hollister's Soil Testing Et Design W9875 690"' Avenue River Falls, WI 54022 Phone: (715)426-1775 RECEIVED Fax: (715)426-4827 JUN 0 6 2007 SAFETY & BUILDINGS I. INTRODUCTION On April 27, 2007, three site and soil evaluations were completed by this Certified Soil Tester to complete an Interpretive Determination Report on this site. Owner, Harvey Hielkema had four site and soil evaluations completed in the fall of 2006 on this 53 acre parcel. See Preliminary Plan. Apparently, these tests were approved for A+4 sites. (No paperwork was available to this soil tester.) Preliminary borings by this soil tester concluded that sites for 3 additional lots did not have A+4 conditions that is required per the State of Wisconsin, Department of Commerce regulations. This report is required to determine the suitability for installation of a private on-site wastewater treatment system (POWTS) in lieu of groundwater monitoring. On site by Leroy Jansky was completed May 29, 2007 with recommendation to move site 3 to the south due to disturbance of area that was tested by machinery used to log the woods. New site and soil evaluation has been completed on June 2, 2007 and submitted as part of this report. 11. PREPARATION OF REPORT This report is being prepared according to the standards set forth by Comm 85.60(2) of the Wisconsin Administrative Code and a guideline prepared by Leroy Jansky called "Preparing the Interpretive Determination Report. " Ill. REQUIRED INFORMATION A. Three Soil Evaluation Reports have been conducted according to Comm 85.40 and are attached as part of this report. B. Local Hydrology 1. Surface Water: no ponding appears to take place on the site based on the slope of the land and vegetation. The tested area is at the shoulder of the slope with a slight convex and 1-4 percent slope. 2. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a higher clay content and a weaker structure which tends to hold more water due to the evidence of redoximorphic features which varies from 6 to 9 inches. 3. Soil Saturation - soil appears to become saturated under Page 2 - Hielkema, Harvey the A horizon due to evidence of redoximorphic features. Water was observed at the potential lots 1 and 2 at boring 2 in horizon 4 at 14" at the time the test was conducted. Two previously dug borings located to the northeast of this site and at a lower elevation had water at 7". They were observed two days later and no water was evident. 4. Surface Water Elevations - this area is within the Lower Chippewa River Basin. There is surface waters approximately 4 1/a miles of the proposed sites. See the attached map from the U.S. Geological Survey. Carr Creek is located approximately 1 mile to the west and flows at a southwesternly direction. A small drainageway to Carr Creek flows westernly across the north part of the site within the road right-of-way. Hydrophytic vegetation was observed in that area. C. Geomorphology 1. Parent Material - The parent material is loess over sandy loam glacial till. 2. Landform Type - The proposed system is in a deep layer of loess over glacial deposits. D. Landscape Position and Local Topography - The proposed system is located in the middle of the landscape and on the shoulder of the area. The shape of the slope is linear and convex to a minimum degree. The ground surface elevation is at 1200 feet mean sea level with lower elevation all around the site. See attached USGS Topographic Map. E. Soil Series and Mapping Units - The Soil Survey of St. Croix County has the area mapped as a Freeon Series. This soil tester encountered the conditions similar. Blacker A horizon was encounter due to higher organic matter in the wooded area. The typical profile per the Soil Survey is (in a cultivated area): 0-8", very dark grayish brown, friable, moderate structured silt Loam 8-11 brown, very friable, moderate structured silt loam 11-18, brown, friable, moderate structured heavier silt loam 18-23, dark brown, friable moderate structured loam with Strong brown mottles The series is described as moderately well drained soils on gently sloping areas on low ridges and foot slopes of ground moraines. Permeability is moderate and water capacity is high. F. Field Observations - the proposed site is wooded and has r i Page 3 - Hielkema, Harvey been for many years. Recently it has been logged for the larger trees. The soils identified were similar to the Freeon Series except redoximorphic features were under the A horizon estimating high ground water to be a 7 to 8 inches. Two borings were observed on April 25th with water at 7". Two days later there was no water in the borings. No redoximorphic features were observed in the A horizon. Water was observed in one pit/boring that was completed by this soil tester at 14". G. Comparative Analysis - All soil borings had low and high redoximorphic conditions under the A horizon varying from few to many and faint to distinctive. Some borings had 1-2" under the A horizon with no redoximorphic features which helps verify that there are no redoximorphic features in the top 6". The prolonged saturation does occur at 7". There is no prolonged saturation for more than 7 consecutive days within the top 6". H. Government Reports and Comments - This soil tester had an approved interpretive determination report on property located 1 %i miles to the west in 2005 on property owned by Kenneth Graf. The soils were more like the Santiago series, but Freeon silt loams were adjacent. There are new and replacement mound systems within the area. IV. Conclusion and Recommendations - the site is suitable for a POWTS as evidenced by the redoximorphic conditions described above. There appears to be no evidence of hydric soils or hydrophytic vegetation. Most of the surface water leaves the site due to the position in the landscape. There is a slope to the site of 1-4% and no surface ponding anywhere. No prolonged saturation occurs within the top 6" as evidenced by tack of the redoximorphic features. 1. The sand fill shalt be 2.50' of ASTM C-33 code required. 2. The systems shall be as long and narrow as possible. 3. Plow depth should be the maximum required depth of 12 inches during dry soil conditions so there is no chance of soil smearing. 4. The system loading rate to be 0.2 GPD/ft2. Page 4 - Hielkema, Harvey 5. Construct the toe area of the mound system at a 1:4 ratio instead of the required 1:3 to increase absorption area. The State of Wisconsin, Department of Commerce will review the site and report to make a final approval. Submitted by, Mary Jo Hollister Certified Soil Tester #224832 Designer #1859-007 Y l • , Y REFERENCES: 1.) Martin, L. 0965). The Phvsical Geoloey of Wisconsin University of Wisconsin Press. Madison, Wisconsin. 2.) Soils. Downloaded from University of Wisconsin Education Courses website. 3.) Soil Survey of St. Croix County. (1978) United States Department of Agriculture, Soil Conservation Service, with the Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. 4.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 5. United States Geological Survey. Topographical and aerial maps downloaded from : http://terraserver microsoft com 6. St. Croix County. St. Croix County Development Management Plan. Physical Features Analysis. Downloaded from http:(/co.st.croix.wi.us.com up -rR sEe. z~ 'i2-<7)3 ibVvl I ' 1 ~ N iL ~I r Z q Z i~ NIL/ tKVIA H;E►n~, N ~Ry \ SAC. 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I • ~i 'j _ ` (\/r ~ /25c7 , lies ,7 Image courtesy of the U.S. Geological Survey M I yds _ r 727' 401; 600 Source=290618 Running Time 46.87 ms © 2005 Microsoft Corporation, I Terms of Use I Privacy Statement I Sponsored By PUMUSGS R1511~ Virtual Earth Server=TK2TERRA W EB 12 http://terraserver.microsoft.com/image.aspx?T=2&S=12&Z=15&X=694&Y=6232&W=1 5/7/2007 TerraServer Image Courtesy of the USGS 1ZWA of ZAV-100% Send To Printer Back To TerraServer Change to 11x17 Print Size Show Grid Lines Change to Landscape > UMS 76 km E of Minneapolis, Minnesota, United states 01 Jui 1980 i V fill 711 P-F •il `4 aL., - t ; _ ~r( fir. „ i IF ` 4 1. • - i^'~ ` ' 1' 1 i t O-A N, I I' j , t 11 ~ 1 ti~( 1 ~ } ~ lr °rr ! s a W N 't ~-`F'C► ~ i r' L- L 1l. Nil 1vD 1 01 '21Cm 'fps Image courtesy of the U.S. Geological Survey © 2004 Microsoft Corporation. Terms of Use Privacy Statement http://terraserver.microsofLcom/Printhnage.aspx?T=2&S=14&Z= l 5&X=173 &Y=1557&... 5/23/2007 VVIsconset Deparbnent of Conrnerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safely and Bus kW in accordance wan Cam 85, Wis. Adm. Code Attach canplele site plain on parer not less fllarr 8112 x 11 rrctas in size. Plan must County ST. CROIX include. but not Bndled to vertu and tronzortal reference pock (BM), &edion and Parcel I.D. percent slope. scale or dime ions, rarity arrow, and location and mince to nearest road. (Pending) PhOm k1ft ECEIVED by ° Persorral t on yon p Aft anal be -dformomsft purposes oMveW Law. & 15.04(1)(n)). Revievged P°""w` JUL 0 3 ft°J°e`t' HARVEY HIELKEMA Govt. Lot NW 114 NE 1/4 S 2 T 29 N R 16 E( ))W Property Owner's Mailing Address ST. CROIX C M" Rkwk NWO'OrCSM# 540 Summit Circle 1 - _a~ ending) city Sidle 744, Code Phone ❑valage [BTown Nearest Road Baldwin, WI 54002 ( 715) 684 - 2850 C.T.H. DD • New C,arurbnutbn l,6e0 Residertbal / Mxnber of bedrooms 3 or 4 Code derived design flow rase 450 or 600 GPD Repiacement ❑ Pubic or oarimercial - Describe: Parent rnratelial glacial till Flood Plain elevation if applicable NA ft Genes C01111110 Mound System - 2.50 & sand fill - 0.2 loading rate ssoonwriendaborm- and (See Interpretive Determination Report) 7 0 7 I &W Ze a ❑ Boxing B"ft a pit Ground surface elev. 99.93 R Depth to Writing factor 7 in. Sal Appicafion Rate Horizon Depth Dommdrt Color Redox Description Texture Struck we Consistence Boundary Roots OPD/fP In. Munsell Qu. Sz. Cori. Color Gr. Sz Sh. TWI 'Eff#2 I 0-6 10YR2/l - sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 6-7 10YR42 _ sil 2fgr mvfr as 2vf-co 0.6 0.8 3 7-12 10YR42 c2d I0YR55&7.5YR413 sil 2fa&gr mfr _ 2vf-co 0.6 0.8 2 El Boring 9 # ❑ Pit Ground surface elev. 99.43 It Depth 10 irriffing factor 9 in. _ Sort Rate K" Depth Donrardrlt Color t2edrpc Damon TexUxe Sins cdxe Conroe Boundary Rdxrfs - GPDIfF in. Muud Qu. Sz. Cont Color Gr. Sz. Sh. "EW1 'Efi#2 1 0-7 10YR2/1 - sil 31gr mvfr as 3vf-co 0.6 0.8 2 7-9 10YR3f3 - sicl 2f mvfr as 2v-co 0.4 0.6 3 9-11 10YR3/3 nd IoYR5/3&7.SYR4r3 sicl lfsbk mfr as 2vf-co 0.2 0.3 4 I1-14 10YR42 m2d IOYR5/3&7.M4/4 sicl lfsbk mfr - 2vf-co 0.2 0.3 (Water ObS. ®I4") F-T Eflfuerk 1 = 1301 35 < 220 rrgiL and TSS >30 150 nrglL ' Muerk #2 = BOD < W mg& and TSS < 30 rrg& CST Name (Please Pfik) CST Number Mary Jo Hollister fffoliisteesSoil Testis & Desi s 224832 Address Dfile vaknWon Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 27 - 07 (715) 426 - 1775 ply Ormer HIELKEMA, Harvey (Lot 1) Parcel ID # (Pending) page 2 of 3 eairg 3 BorbV# Q pit Ground unfaoe elev. 99.13 # Depth to kn&V factor 8 in. Sol R~ Horizon Depth Dor *wd Color Redox Description Texture Structure Consisterroe Boundary Roots FS02 in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh *El1 0-4 10YR2/1 - sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 4-7 10YR2/1 - sil 21mvfr as 2vf-co 0.6 0.8 3 7-8 10YR3/3 _ sicl lfabk mfr as 2vf-co 0.2 0.3 4 8-12 IOYR413 m2dlOYR5/3&10YR4/6 sicl Ifabk mfr 2vf-co 0.2 0.3 ❑ Bonng # ~9 Pit Ground surface: elev. R Depth to lrrrikV factor Sol Apoicatim Rate Horizon Depth Domkwd Color Redox Description Texture Sinx*xe Cain Boundary Roots GPM in. Mrmsel Ou. Sr_ Corrt. Color Gr. Sz. Sh. •EW *Etf#2 ❑ Ground surfaoe elev. ft Depth to 9 factor in. IBM AaAimfm Soi Rate Horizon Depth Donrrmo COW Redox Description Texture Structure Consion a Boundary Roots in. MunsaM QrL Sz. Cont. COW Gr. Sz Sh. •E11#1 •Etf#2 ` Merit #1= SOD, > 30:S 220 aq L and TSS >30 1150 ma& • Matt #2 = BODS < 3D nVIL and TSS < 3D 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. sro.aMOKOLGIMM Plan for Site and Soil Evaluadon Page 3 of 3 Plot Property Owner HIE +n SRN 1 » . 40 Legal Description (except where noted) c - Backhoe pit r-A.A J~ ST_ GW~ - North U M p ~ a 9 IWO- 1P,~~ ~ 40 Q. J~1 qat IN 5 r".54- Y9 ,y 3 r'' i~ r" Site Location.: CIAS IDIa x sue. a w'%~t of SEe. z~ 72-fq~J 1bWj ! rnP • CEO Vlilseomsin Department of Commerce SOIL EVALUATION R !R Page 1 of 3 Division of safety and Buildings in accordance with Comm 85, Wis. Adm. Code ST. CRO1X 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 dance to nearest road. ~~//a Reviewed Date Please pdntii di Personal information you provide may be used eeo-REP i WE-DLaw, s. 5.04 (1) (m)). 1 7 _ C C~~ Property Owner Location 1:1 HARVEY HIEL MA J U L 0 3 2007 G wt Lot - NW 19 1t4 S 2 T 29 N R 16 E (or) w Property Owner's Mailing Address # Blocs # Subd. Name or CSM# 540 Summit C, le ST. CROIX COUNTY 2 - (Pending) City Stye Zip Cade Phone Maim ;jy Viflage own Nearest Road Baldwin, WI 54002 ( 715) 684 - 2850 C.T.H. DD Q New Construction Use[q Residential / Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD ❑ Replacement ❑ Pubflc or commercial - Describe: Parent material glacial till Flood Plain elevation if applicable H A ft. General comments Mound System - 2.50 & sand fill - 0.2 loading rate and recommendations: _ (See Interpretive Determination Report) 20 b7 Boring # rT1 Q Bpwiting Ground surface elev. 99.93 tt Depth to linift factor 7 in. Sol Rate Horizon Depth Dominant Color Redox Description Texture Sh ichme Consistence Boundary Rods GPD/ff in. Muntlell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-6 10YR2/1 - sit 3fgr mvfr es 3vf-co 0.6 0.8 mvfr 2vf-co 0.6 0.8 r as 2 6-7 10YR4/2 - sil 2f 3 7-12 10YR4/2 c2d 10YR5/3&7.3YR4/3 sil 2fa&gr mfr - 2vf-co 0.6 0.8 2 Boring # ❑ Borin9 99.43 9 ❑ ❑ Pit Ground surface elev. R Depth to linyting facto' in. SoN Rate Horizon Depth Dominant Color Redox Description Texdse Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '01#2 1 0-7 10YR2/1 - sil 3fgr mvfr as 3vf-co 0.6 0.8 2 7-9 10YR3/3 - sicl 2f mvfr as 2vf-co 0.4 0.6 3 9-11 10YR3/3 fld t0YR5/3&7.5YR4/3 sicl lfsbk mfr as 2vf-co 0.2 0.3 4 11-14 10YR4/2 m2d 10YR5/3&7.5YR4/4 sicl Ifsbk mfr 2vf-co 0.2 0.3 (Water obs. @14") Effluent #1 = BOD > 30:5 220 mg1L and TSS >30:S 150 mg& ' Effluent #2 = BOD < 30 mgiL and TSS < 30 mg& CST Name (Pam Print) S CST Number Mary Jo Hollister ollister's Soil Testing & Desian) Z t 224832 Address Date valuation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 21 - 07 (715) 426 - 1775 t ` Property Owner _ HIELKEMA, Harvey (Lot 2) Parcel ID # (Pending) Page 2 of 3 3 Bork9 # Ei Pit Ground surface elev. 101.73 ft. Depth to w itirg factor 9 in Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eft#1 '0102 1 0-4 10YR2/1 - A 3fgr mvfr cs 3vf-co 0.6 0.8 2 48 IOYR2/1 - sif 2f mvfr as 2vf-co 0.6 0.8 3 8-9 1OYR3/3 - sicl lfabk mfr as 2vf-co 0.2 0.3 4 9-10 IOYR4/2 m2fl0YR5/3&IOYR3/4 sicl lfabk mfr as 2vf-co 0.2 0.3 5 10-12 IOYR4/2 m2d10YR5/3&10YR4/6 sicl Ifabk mfr 2vf-co 0.2 0.3 ~Bo,# Boft P Pit Ground surface elev ft. Depth to linileug facfior in. Soi Rate Horizon Depth DominantColor Redox Description Texture SMx*" Consistence Boundary Roots GPDIff in. Mu nsell QU. Sz. Corti. Color Gr. Sz. Sh. 'Etf#1 *01#2 ❑ Boring # S Pit Bori% Ground surface elev. ft. Depth to i'rniUrrg factor in. Sd Application Rate Horizon Depth Dominant Color Redox Description Textue Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'EOM •E111#2 * EMuent #1 = BODO > 30 < 220 rnglL and TSS >30 < 150 ng& ' Effluent #2 = BOD, t 30 ng& 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 altercate format, please contact the department at 608-266-3151 or TTY 608-264-8777. saD43West (R07100) Plot Flan for Site and Soil Evaluation Page 3 of 3 Property Owner 1-Hn-W- VkARMVI I"=40ft. Legal Description ayw`k aF (except where noted) -r2~a, ibw o►,~a OV BAUQW--M ~sZ cRay~ cw.OTI _ $ackhoe pit w~s~s►a North F v } V3 °Ft•~ ~~Z d QROPOStb pOR1t1 10W) g\ *0 s op X02' Site Location: X ~ gam. Z ~ `e. J-}F-1L,k,UAA. HAP~ty w -144 DF -TR E ,N t • - sic. '~z91.;~2fbWll I ~ t r • M Z . I i ao 1 ~ N Wisconsin Department of Commerce SOIL EVALUATION R tO __lL -D Page 1 of 3 A Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code 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 lniiormaNon. Revie Date Personal information you provide may be used f .04 (1) (m)).~~ Property Owner P rty Location HARVEY HIELKE MA Go . Lot NW 1/4 NE 1/4 S...?. T_ "29 R 16 E (or) Property Owner's Mailing Address LUU1 Lop Block # Subd. NT or CSM# 540 Summit Circe 3 ) (Pending) city State Zip Code Ph ity [Pillage To -rest Road Baldwin, WI 54002 C.T.H. DD E] New Construction UseE3 Residential / Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD Replacement ❑ Public or commercial - Describe: Parent material glacial till Flood plain elevation if applicable NA ft. General comments Mound System 2.50 ft. sand fill 0.2 loading rate and recommendations: (See Interpretive Determination Report) a Boring # Boring a Pit Ground surface elev. 96.50 ft. Depth to limiting factor 6 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR2/1 - sil 3fgr mvfr as 3vf-co 0.6 0.8 2 6-12 10YR4/3 f1f10YR3/6 sil 2fsbk&lfpl mfr as 2vf-co 0.4c 0.6 3 12-16 10YR3/6 c2d 10YR5/6&10YR6/1 sil Ifsbk mfr lvf-m 0.4c 0.6 (Some gr.) 2 Boring # Boring 96.00 16 Q 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 1 0-5 10YR2/1 - sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 5-16 10YR3/4 _ sl If--msbk mfr 2vf-co 0.4 0.7 * Effluent #1 = BOD5 > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si re CST Number Mary Jo Hollister Hollistees Soil Testing & Design) 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 06 - 02 - 07 (715) 426 - 1775 Property Owner HIELKEMA, Harvey (Lot 3R) Parcel ID # (Pending) Page 2 of 3 F3 Boring Boring # Pit Ground surface elev. 99.55 ft. Depth to limiting factor 10 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 0-3 10YR2/1 sil 3fgr mvfr cs 3vf-co 0.6 0.8 2 3-7 10YR2/1 sil 2fsbk mfr as 2vf-co 0.6 0.8 3 7-10 10YR3/2 sil 2fsbk mfr as 2vf-co 0.6 0.8 4 10-15 10YR3/3 c2d 10YR4/6&10YR6/1 sil lfsbk mfr 2vf-co 0.4c 0.6 F]Boring # Bones Pit Ground surface elev. ft. Depth to limiting factor in. Sail 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 u Pit Found 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 * Effluent #1 = BOR > 30 < 220 mg/L and TSS >30 < 150 mgA- * Effluent #2 = BODS < 30 mgA- 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 M 608-264-8777. SBD-8330Test(R.07/00) Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner +H1EL, 0ARVEV I" = 40 ft. Legal Description . (tr -5R) N w yy a 1= iiw N-o1g (except where noted) S 2. sz9nr, R i(, W-0 -two of Sx, ctzo.x eoausY_ _ 0 = Backhoe pit w~~asN• North J I ~ 0 1~1J Y ~ ~ SOU Lnrt f ~ v -s~~-rov a uMp1-96'L~~e, so ' O Fy46~ R8o 201A aD V~ TOP 0r ~t r~l = Pic P/ice, •95SlNl IOf3..+T Site Location: cT.H. ne X S~L• Z- 1 1O .c L4Fstk ~ DP IFt4 E Nc i A, sEe. z~ 12-9,01 +21bw G O M Z _I ~m ~ ~ N Weconsin Department of Commerce SOIL EVALUATION REPORT11-11 "-age I of 3 Division of safety and Buildings in accordance with Comm 85,111Bs. Adm. Code County ST. CROIX Attach complete site plan on paper not less ttm 812 x 11 intim in size. Plan must irlckde, but not limited Io: vertical and tlorlaonlal reference point (BM), direction and Parcel I.D. percent slope, scale a dimensions, north arrow, aid location and distance to nearest roW. (Pending) Please print aN informefion. Reviewed / Personal erfotrn*ar you Provide may, be used for secondary purposes (Privacy Law. s_ 15.04 (1) (m)). of Property Owner HARVEY H1EL RECEIVED Lot - NW 114 NE 1t4 S 2 T 29 N R 16 E ~ • (or) W Property Owner's Maing Address # Block # Subd Name or CM(Pending) 540 Summit C' le J U L 0 3 2007 3 - (Pending) CRY State Zip Code Phone Number [-]village ElTown Nearest Road Baldwin, WI 54002 ( ff5 R O Y C.T.H. DD • New Coon UselD ResidenW I Number of bedrooms 3 or 4 Code derived desgn flaw rate 450 or 600 GPD ReP t Pubic or conimerdel - Describe: Parent maters glacial till Flood Plain elevation if applicabie MA- fL General comments Mound System - 2.50 & sand fill - 0.2 loading rate and recommerWations: (See Interpretive Determination Report) 7 2 a Bafng # D Q Pit Ground uxfam elev. 99.43 ft. Depth lo frrftrg factor 6 in- Sol Apocadon Rafe Horizon Depth Domirwd Color Redoo( Descr"on Todwe Struckirs Consistence Boundary Roots GPOW in. Munsei Qu. Sz. Corti. Color Gr. Sz. Sh. •Etf#1 'Eff#2 1 0-6 10YR2/I - sit 3fgr mvfr as 3vf-co 0.6 0.8 2 6-9 10YR3/3 ftf 10YR5/3&10YR3/4 sicl 2fgr mfr _ 2vf-co 0.4 0.6 3 9-12 10YR3/3 c2d 10YR5t2&10YR4/6 sicl ISbk mfr- 2vf-co 0.2 0.3 2 ❑ Boring F Bourg # 0 Pit Ground surface elev. 99.85 ft. DepM to I'nOtg factor 8 Sal Appkation Reis Horizon Depth Domimat Color Redooc Desafption Tafti a Structwe Consistence BourO" Roots GPt» in. Muud Qu. Sz. Coat Color Car. SZ Sh. •EW1 •Eti#2 1 0-4 10YR211 - sil 3fgr mvfr cx 3vf-co 0.6 0.8 2 4-7 10YR2/1 - sil 2f-mgr mfr a 2vf-co 0.6 0.8 3 7-8 10YR3/2 - sil 2fgr mfr as 2vf-co 0.6 0.8 4 8-9 10YR413 nfIOYR5/2&t0YR4/6 sil If-msbk mfr as 2vf-co 0.4c 0.6 5 • Eilllent #1= BOD > 30:5 220 nV& and TSS >30 < 150 mg& • Etikferlt #2 = 8W A:5 30 nq& and TSS < 30 mglL CST Name (Please Kira) I CST Number Mary Jo Hollister ollister's Soil Testis & Desi .3 224832 Address Date Evakation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 04 - 27 - 07 (715) 426 - 1775 RoPeriY omw HIELKEMA, Harvey (Lot 3) Parcel ID# (Pending) page 2 of 3 3 BoruV 101.55 g 9 # Q pit Gonad surface eiev ~ Depth to Sol Appkabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPOW in. Munseti Qu. Sz. Cont. Color Gr. Sz Sh. •Eff# I 'Etf#2 1 0-6 10YR2/I - Si1 3f-msbk mvfr cs 3vf-co 0.6 0.8 2 6-9 10YR3/3 - Sid Ifabk mfr as 2vf-co 01 0.3 3 9-12 IOYR3/4 fif 10YR4/3&10YR4/6 Sid lfabk mfr - 2vf-co 0.2 0.3 F-1 9 # ~ g Ground surface elev. R Depth to linilk factor in. Sap Rabe Horizon Depth Dominant Color Redox Description Texture Structure Come Boundary Roots GPDAf in. Mursell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff 1 Boringn9 F-1 S Pit Gaud surface elev. IL Depth to frritirng factor n Sol Appkation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs GPD/(f in. Mu sell Qu Sz Cont. Color Gr. Sz. Sh. •EfM -Etf#2 Et®uent #1 = SOD$ > 30:5 220 mglL and TSS >30:5 150 nV& ' Mad 02 = BOD, < 30 nV& 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 TfY 608-2644777_ SM433o OAM07A* ' Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner H ~LmAAA, NAR~Ej I"=40ft. Legal Description m4g of z*v-;- N10y4, some-. z, (except where noted) ,14 . :R 16W - MM04 oy 8,%w0rJ aR_ cRvv, Cow-STY Backhoe pit ~11~NS1 tl, North C K Q L/zs' t~ ~RnPOS~ RaA a Fd~*-;~.~V o op o X4 5 s` - ~OO~✓ 1 A0 O ~4! 1 Z _ a\,~ ~ 40 , a 1V1 so Site Location: x