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HomeMy WebLinkAbout040-9999-99-030 4 Wisconsin Department of erce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Bid •� in accordance with Comm 85,Wis e-06/ County ST.CROIX Attach com a pla paper not less than 8 1/2 x 11 inches in size u t include,)+ Imit o:vertical and horizontal reference point(BM),d=n Parcel I.D. (Pending) percent ,s or dimensions,north arrow,and location and distance to nearest road.° Please print all information. ST CROIX UUU1141` viewed Date �n` Personal information you provide may be used for secondary purposes(Privacy Law,S.15.04(l)(m)). /Z-7 w/ Property Owner Property Location ❑ KERNON BAST/DONALDA J.SPEER-BAST Govt.Lot ----NE 1/4 NW 1/4 S 1 T 28 N R 19 E(or)W Property Owner's Mailing Address Lot# I Block# I Subd.Name or CSM# 948 LaBarge Road 30 -- Cottonwood South City State Zip Code Phone Number ity OVillage Town Nearest Road Hudson, WI 1 54016 ( 651) 324- 1147 Schwalen Drive ElNew Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD 0 Replacement rl Public or commercial-Describe: Parent material clayey dolomite Flood Plain elevation if applicable IAA tt• General comments MOUND SYSTEM--SEE INTERPREVTIVE DETERMINATION REPORT and recommendations: d-A—AA& -°� ?1I.o/3 5 A f 6.s?f os 2- Lai- 3 p10 Boring# Boring 16 a Pit Ground surface elev. 1066.57 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 0-13 10YR2/2 sil 3f-mabk mvfr as 2vf-m 0.6 0.8 2 13-16 10YR4/4 sil 2fabk&lfpl mvfr cs lvf-f 0.4c 0.6 3 16-20 10YR4/4 m2d 10YR5/6&10YR6/2 sil Ifabk mfr -- -- 0.4c 0 y f Q11 Boring# Boring 1068.83 10 El pit Ground surface elev. ft. Depth to limiting factor in. Soil A plication 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 I *Eff#2 1 0-10 10YR3/2 sil 2f-mabk mvfr as lvf-m 0.6 0.8 2 10-12 10YR4/4 t2f 10YR4/6&10YR6/2 sil Ifpl mvfr cs lvf-f 0.4c 0.6 3 12-16 10YR4/4 I c2d7.5YR5/6&10YR6/2 sil Ifabk mfr as Ivf-f 0.4c 0.6 4 16-21 10YR4/4 m3p 5YR5/6 sicl 1fabk mfr -- lvf-f 0.2 0.3 *Effluent#1 =BOD,>30:a 220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signal CST Number MARY JO HUPPERT Hollister's Soil Testing&Design 224832 Address ate Evaluation nducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01 - 13 715-426-1775 Properly Owner BAST,Kemon(Lot 30) Parcel ID# (Pending) Page 2 of 3 ��2Borin # Boring g 0 pit Ground surface elev. 1064.27 ft Depth to limiting factor 24 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 0-10 10YR2/2 -- sil 3fabk mvfr as 2vf-m 0.6 0.8 2 10-19 1 7 5YR2 5/2 _ sil 2fabk mvfr es lvf-m 0.6 0.8 3 19-24 7.5YR4/4 -- sil 2fabk mfr as Ivf--f 0.6 0.8 4 24-28 7.5YR4/4 fl f7.5YR4/6 sil Ifabk dsh -- Ivf--f 0.4c 0.6 F Boring# Boring • pit Ground surface elev. ft. Depth to limiting factor in. -S-o-i—lApplication 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-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 i Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg1L 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. OD-8330Test(R.07/00) Page 3 of 3 ICOTIN�k)cb1�, 3 1" =so ft. I =All benchmarks top of rebar - ® =backhoe pits —" r c� — — • -- 9 0501 . U o Ile 99 X wo O 0 10 9.86 ..1 1083.0` 98 5 0106 29 991 010 6.835 0, ® 71.217 0 o L 98 1 86 10 348 j 8,310 011 1 8,838 2 4 ' 010 0.814 d' CO CO 0 3 <o 50 r CO CO - U 3 964 4071 1066,0x9 1066 51-4410 906 ®1074,8 2 I dam,. T Z I W �_- X 11064. 907 ILL 01068.9 3 0 z z � 3 V Wisconsin Department oiE om SOIL EVALUATION REPORl�- ' Page 1 of 3 Division of Safety and Bu ; in accordance with Comm 85,Wis. Adm. Code ,,,•,, Courrty v,-4 ST.CROIX Attach complete aper not less than 8 1/2 x 11 inches in size.Plan must include,but not li t .vertical and horizontal reference point(BM),direction and Parts CROIX COON-1 1 (Pending) percent slope,sea or dimensions,north arrow,and location and distance to nearest road. Please print all information. lewe Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Z44/ Property Owner Property Location KERNON BAST/DONALDA J.SPEER-BAST Govt.Lot ----NE 1/4 NW 1/4 S 1 T 28 N R 19 EE((or)® Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 948 LaBarge Road 32 -- I Cottonwood South City State Zip Code Phone Number ity Village ■ Town Nearest Road Hudson, WI 1 54016 ( 651) 324- 1147 1roy I Schwalen Drive New Construction Use>] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ©Replacement ® Public or commercial-Describe: Parent material clayey dolomite Flood Plain elevation if applicable NA ft. General comments SEE INTERPRETIVE DETERMINATION REPORT S and recommen io IS HAVE r EASEM 3 L #171- Z013 ro )WA" A,0 L a � W stRTT a2a ((6- 7 Boring# ❑ Boring Q Pit Ground surface elev. 1066.57 ft. Depth to limiting factor 16 in. Soil A pplication 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 10YR2/2 sil 3f-mabk mvfr as 2vf-m 0.6 0.8 2 13-16 10YR4/4 sil 2fabk&lfpl mvfr cs lvf-f 0.4c 0.6 3 16-20 10YR4/4 m2d 10YR5/6&10YR6/2 sil Ifabk mfr -- -- 0.4c 0 11 g Boring 10 Borin # 1068.83 El pit Ground surface elev. ft. Depth to limiting factor in. 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 I *Eff#2 1 0-10 10YR3/2 sil 2f-mabk mvfr as lvf-m 0.6 0.8 2 10-12 10YR4/4 t2f 10YR4/6&10YR6/2 sil Ifpl mvfr cs lvf-f 0.4c 0.6 3 12-16 10YR4/4 c2d7.5YR5/6&1oYR6/2 sil Ifabk mfr as 1vf-f 0.4c 0.6 4 16-21 10YR4/4 m3p 5YR5/6 sicl 1 fabk mfr -- 1 vf-f 0.2 0.3 *Effluent#1=BOD >30:<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign t r. CST Number MARY JO HUPPERT Hollister's Soil Testing&Design 224832 Address Date Evafuatifniltondwidd Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01 - 13 715-426-1775 `1 BAST Kernon(Lot 32) (Pending) Page 2 of 3 Property Owner � Parcel ID# 9 V12] Borin # Boring Boring 0 Pit Ground surface elev. 1064.27 ft Depth to limiting factor 24 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 I *Eff#2 1 0-10 10YR2/2 -- sil 3fabk mvfr as 2vf-m 0.6 0.8 2 10-19 7 5YR2 5/2 sil 2fabk mvfr cs lvf-m 0.6 0.8 3 19-24 7.5YR4/4 -- sil 2fabk mfr as lvf--f 0.6 0.8 4 24-28 7.5YR4/4 171 7.5YR4/6 sil Ifabk dsh -- lvf--f 0.4c 0.6 17 Boring# Boring ■ pi{ Ground surface elev. ft. Depth to limiting factor in. -'§o--ilApplication 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 Pit Ground surface elev. ft. Depth to limiting factor in. H Soil A 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 I *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-8330Test(8.07/00) i Page 3 of 3 I COTIW WN"N 1 tfi 3 50 ft. �� - .r All benchmarks top of rebar ® =backhoe pits - . - 9 050. .. -0 o p 10 9.86 J 1083.0 98 5 006 29 91 010 6.835 9 0 71.217 o L. 98 ~ 1 8,6 10 348 1 8,310 011 1 8,838 2 4 010 0.814 �i- C`7 ° 3 �C 50 Go�- 14 401 p 1066,Or9 1066 571-cy0 906 I 01074.8 2 d� T w I t=- X 11064. 907 0 0 1068.9 3 I z Z DIVISION OF INDUSTRY SERVICES �oEraxrM��T 10541 N RANCH ROAD °N HAYWARD WI 54843 J Contact Through Relay www.dsps.wi.gov/sb/ yy� www.wisconsin.gov A�Oys�or�LS� Scott Walker,Governor Dave Ross,Secretary January 16,2014 CUST ID No. 224832 ' ATTN.•POWTS Building Inspector MARY JO HUPPERT JAN Zt ' /$ ZONING OFFICE HOLLISTERS SOIL TESTING&DESIG&+ ST CROIX COUNTY SPIA W9875 690TH AVE CRO�COV�Mt r 1101 CARMICHAEL RD 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: 01/16/2016 Identification Numbers Transaction ID No.2353259 SITE: Site ID No. 798940 Cottonwood South 1 ST Addition Lot 30/32 Please refer to both;identification'numbers, German Court above,'in all correspondence with the agency, Town of Troy St Croix County NEIA,NWl/4, S1,T28N,R19W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1466064 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. Only those object types listed above have been approved;other submittals such as POWTS plans may also be required. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted to use a minimum saturated soil depth of 10 inches as determined by the Certified Soil Tester on December 1,2013,for designing a soil dispersal component. The CST's report was submitted in accordance with section COMM 85.60(2),Wis.Adm.Code. The design of the soil dispersal component shall be in accordance with chapter SPS 383,Wis.Adm.Code. • The linear loading rate shall not to exceed 6.0 gal./lin.ft./day and the basal area loading rate shall not exceed 0.4 gal./sq.ft./day. • This approval is limited to the tested area represented by sample soil profiles described by Mary Jo Huppert, CST,on December 1,2013. This documentation of soil morphology may not be applied to any other portion of the subject parcel,or to other parcels. Reminders: • Approval of this Interpretive Determination does not have an expiration date. • 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. You are responsible for complying with state and federal laws concerning construction near wetlands,lakes,and streams. For more information,visit the Department of Natural Resources wetlands identification web page or contact a Department of Natural Resources service center.Nothing in this MARY JO HUPPERT Page 2 1/16/2014 approval limits the power of municipalities to make or enforce additional or more stringent regulations,providing the regulations do not conflict with this code or any other rule of the department or any law. In granting this approval,the Division of Industry Services reserves the right to require changes or additions to satisfy code specifications should conditions arise making such changes necessary. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a code compliant component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the telephone number listed below or at the address on this letterhead. We look forward to working with you. Sincerely, Fee Required$ 240.00 Fee Received$ 240.00 Balance Due $ 0.00 Edwni�Taylor Wastewater Specialist,Integrated Services WiSMART code:7633' (715)634-3484,Monday-Friday 8:00 am To 4:30 pm edwin.taylor @wisconsin.gov cc: Edwin A Taylor,Wastewater Specialist,(715)634-3484,Monday-Friday 8:00 am To 4:30 pm Kernon Bast II INTERPRETIVE DETERMINATION REPORT P.O Vet T.S. Conditionally Property Owner: PART ENT OF MME KERNON BAST VIS NO AF S 948 LaBarge Road Hudson, WI 54016 - - SEE CORRE O CE Site Location: .. . a,. ,.. COTTONWOOD SOUTH 11T ADDITION (40 acres) Located in the NE'/a of the NW'/a, Sec. 1, T28N, R19W Town of Troy St. Croix County Proposed: Lots 29 thru 32 For A+0 Mound Septic Systems Prepared by: (-Mglt�v J'� Mary Jo ert, CST#224932, Designer#1859-007 Date: ZgC. 30, 20l3 Hollister's`Soil Testing Et Design W9875 690th Avenue River Falls, WI 54022 Phone and Fax#: (715)426-1775 1 Page 1 - Cottonwood South 1st Addition I. INTRODUCTION In November 2013 this soil tester was contacted by another soil tester as there are A+0 soil conditions within the subdivision that now is in the phase for final approval. Shawn Bird, Master Plumber/Certified Soil Tester did find sites for Private On-site Wastewater Treatment Systems (POWTS) on Lots 26, 33, 34, and 35. Site and soil evaluation reports were completed by that soil tester. it was determined that Lots 28, 29, 30, 31 and 32 did not have A+4 conditions that is required per the State of Wisconsin, Department of Safety and Professional Services (DSPS) regulations. After further soil investigation, lot 28 does have A+4 conditions and was approved by this soil tester. At this time the POWTS for Lot 32 will be placed on Lot 30 with an easement. This report is required to determine the suitability for installation of POWTS for lots 29, 30, 31 and 32 in lieu of groundwater monitoring. This property was an existing farmstead. Cottonwood South was approved with twenty-five lots. Most of these lots have been developed with POWTS that range from in-ground conventional trench systems to pretreated systems. Cottonwood South 1St Addition had preliminary approval. See attached soil evaluation reports submitted November 2007. Pits that were evaluated had depths to limiting factors from 0 to 110 inches. The property is located 3 miles east of Hudson and 4'/2 miles west of Highway 65 off from County Road N. The property owner has requested the interpretive determinations so that he may obtain final subdivision approval with property functioning POWTS. II. PREPARATION OF REPORT This report is being prepared according to the standards set forth by DSPS of the Wisconsin Administrative Code for Soil Evaluation Reports and a guideline prepared by Leroy Jansky called "Preparing the interpretive Determination Report" (March 13, 2002). Page 2 - Cottonwood Swath 1'Addition lit. REQUIRED INFORMATION A. The Soil Evaluation Report has been conducted according to SPS 385, Wis. Adm.-Code and is attached as part of-this report. Field work included twenty two backhoe pits that were evaluated. Fifteen pits where used to complete this report for 5 lots. (Plan attached) B. Local Hydrology 1. Surface Water: no ponding appears to take place on the Site (40 acres) based on the slope of the land and constructed waterways to divert water from the site in one direction. Outtot 3 is used for the purpose of water diversion to the pond located near the northeast corner of the property. 2. The tested areas are sloped that wilt allow movement of water. 3. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. Some evapotranspiration witl take place. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a higher clay in some areas and sandier in other areas based on parent material and a weaker structure which tends to hold more water due to the evidence of redoximorphic features which varies from 10 inches to various depths. 4. Solt Saturation: soil appears to become-saturated;under the A horizon due to evidence of the redoximorphic features. This does vary depending on the subsoil'and parent material. The site soil association-statedin the Soil Survey of St Croix County is a Santiago-Otterhott-Arland. It is a welt-drained, gently -sloping to steep site with medium textured soils on tits Page 3 - Cottonwood South ist Addition plains. 5. Surface Water Elevations - this area is within the St. Croix River Valley located between the W llav, River and Kinnickinnic River. There are surface waters that consist of two small ponds near the proposed site. The nearest bodies of water is Little falls Lake located within the Willow River State Park approximately five miles to the northwest and Twin Lakes located 2 1/2 miles east. Smaller bodies of water are also noted. See the map below from the St. Croix County website showing the location of these bodies of water. a . �CM f or So?A :,J 315 _ {� S IIAERSE: ir.: 64 64 RICH 01 ID:. " 35164 . t - 35,(6 i�(lrr4i�th ?t. 7 �17i7 ^ �63� Cj� ,r,, . l+�'eshi!,Vo NORTH HU[?SOlit -,{ r�•+.. qq �p ��7r 'Yi3:#f-i P,t? ;li�eY6C,? i�:tXA`4 H DSO cos Rrs HA �nr ova +35 BL u f� s.G'v3 r,:i 1YYi,y, �a71.-Y:ii Ue �i,lqi tt u_ 7 w ,auy 35 6- N RIVE 'F' LL •7il� p �9�YC(? acctweM wtreet,aifrcen,o e c Page 4 - Cottonwood South 1St Addition The two natural drainage movements near the site is to the north on both sides of the 40 acres which will minimize subsurface drainage to the site. The elevation decreases to the north. See the attached St. Croix County Soil Survey map and USGS topographic map below. Also see engineering map submitted for County Plat with two foot contour elevations. + rage+ fio os ff,I � C German S�ttli 1mt fi _._ _ : 1084 J. C. Geomorphology 1. Parent Material - The parent material varies from dolomite,-sandy material or windblown silt. 2. Landform Type - The proposed system is glacial deposits of ground moraines created by the glacial period in Wisconsin. 3 R Page 5 - Cottonwood South is' Addition 3. Landscape Position and Local Topography - The slope positions are on the backslope of the landscape. The shape of the slope is linear and convex to a minimum degree on the side slopes. The ground surface elevations range from 1057 to 1068 feet mean sea level. Real elevations were used at this time so as duplicate work did not have to be completed. D. Soil Series and Mapping Units - The Soil Survey of St. Croix County has the area mapped as mostly Santiago Series with some Jewett and Freeon Series. There is a smaller area of Derinda Variant. This soil tester encountered the conditions similar. See St. Croix County Soils map: C4 Y V i t3y f 011711 =s � f . • 1 Page 6 - Cottonwood South V Addition The typical profile for the Santiago Series is (in a cultivated area): 0-7", dark grayish brown, very friable, weak fine silt loam 7-11", brown, very friable, weak thin and medium platy silt loam 11-17", brown, very friable, weak fine silt loam 17-20", dark brown, very friable, weak thin platy silt loam 20-24", reddish brown, friable, moderate loam 24-30", reddish brown, friable, heavy, moderate loam 30-34", yellowish red, friable, heavy sandy loam The Series is described as well drained soils on gently sloping to steep areas on foot slopes of ground moraines. The A horizon is of a dark grayish brown Munsell color 10YR4/2 which indicates it is not a wet soil. This indicates that relatively good drainage is occurring with aerobic conditions in the top seven inches. It is not black as a histosol soil. The typical profile for the Jewett Series is (in a cultivated area): 0-911, very dark grayish brown, friable, moderate silt loam 9-11", dark grayish brown, friable, weak silt loam 11-19 1', brown, friable, moderate silt loam 19-26", brown, friable, moderate silt loam 26-37", yellowish red, friable, weak heavy sandy loam 37-60", yellowish red, massive sandy loan The Series is described as well drained, moderate permeable soils on nearly level to sloping in till plains, ridges and wide drainageways of ground moraines. The A horizon is of a very dark grayish brown Munsell color 10YR3/2 which is not a wet soil color. The typical profile for the Freeon Series is (in a cultivated area): 0-8", very dark grayish brown, friable, moderate silt loam 8-11", brown, very friable, moderate silt loam 11-18", brown, friable, moderate silt loam Page 7 - Cottonwood South 1'Addition 18-23", dark brown, friable, moderate silt loam with common mottles 23-29", reddish brown, firm, moderate loam with common mottles 29-34", reddish brown, firm, weak loam with common mottles 34-60", yellowish red, firm, massive sandy loam with common mottles The Series is described as moderately well drained on low ridges and foot slopes of ground moraines with underlying reddish sandy loam till. The A horizon is a dark brown Munselt color 10YR3/2. The typical description of the Derinda Variant Series is (in a cultivated area): I( I 0-9", very dark gray, friable, moderate silt loam 9-14", dark grayish bro n, firm, moderate silt loam with common mottles 14-18", brown, firm, moderate silt loam with prominent mottles 18-25", olive, very firm, strong silty clay with prominent mottles 25-30", olive gray, very firm, moderate silty clay with prominent mottles 30-40", olive gray and pale green, massive, silty clay weathered from shale with prominent mottles 40-60", olive gray and pale green, massive, clay shale The Series is described as somewhat poorly drained soils of the shale uplands formed in silty sediment and the underlying silty clay weathered from shale. The A horizon is a very dark gray Munsell color 10YR3/1. E. Field Observations - the proposed site is a cultivated field and has been for many years. The soils identified were similar to the Series described above. Page 8 - Cottonwood South 1st Addition It was observed that the area has been tilted and planted with grasses. There has been some construction on the sites as the building pads with driveway entrances, roads and ditches have been built. The POWTS locations have not been disturbed. F. Comparative Analysis - Most pits had tow and high redoximorphic conditions under the A horizon that were few, fine, faint to many, large, distinctive. There were a few pits that did meet the A+4 inch requirement which indicates that the soil and moisture conditions vary in the subsoil. There is no prolonged saturation for more than 7 consecutive days within the A horizon or 0-10 inches on any of the tots 23 thru 31. Development has occurred surrounding the 40 acre proposed addition on soils mapped the same. See attached area maps. G. Government Reports and Comments - County Zoning Specialists Pam Quinn and Ryan Yarrington met with this Soil Tester on December 12, 2013 and reviewed soil reports and backhoe pits on each tot and agrees with the findings and necessity for A+0 interpretation determination reports. IV. Conclusion and Recommendations - the sites are suitable for a POWTS as evidenced by the redoximorphic conditions described in the Soil Evaluation Reports. 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 and water diversions already constructed. There is a slope to the sites of 3.5 to 7 percent and no surface ponding anywhere near the POWTS location. No prolonged saturation occurs within the top 10" or A horizon as evidenced by lack of the redoximorphic features. There are no soils having peat or muck. These are for all the lots (29-32) 1. The sand fill shall be 2.50 feet of code required ASTM C-33. Page 9 - Cottonwood South 1" Addition 2. The systems shall be as long and narrow as possible. 3. Plow depth should be the depth of 16 inches during construction to break up the platy conditions to enhance vertical infiltration and during dry soil conditions so there is no chance of soil smearing. 4. The system loading rate to be a maximum of 0.4 GPD/ft2. 5. Construct the toe area of the mound systems at a 1:4 ratio instead of the required 1:3 to increase basal absorption area. 6. System contours should be located at the highest possible elevation within the tested area. 7. Final construction shall included diversion of any surface waters from the POWTS area. The State of Wisconsin, Department of Safety and Professional Services will review the site and report to make a final decision. Submitted by, Mary Jo Huppert Certified Soil Tester#224832 Designer#1859-007 December 30, 2013 R E F E R E NiZ E S,. The PI-yS.'al Gec'!cz, �,,f�YfS,, University of Wisconsin Press. Madison, 'Y'Y"Iscoinisin. Courses website. Depart.mment of AQncutture, Soi I Conservation Service, with the Research e " aerta' Map's uc c c. r http://terraserver.microsoft.com 6. L St. Ci'C_�4X _'Cainty -es 4'na, htti)://co.st.croix.wi.us.com D N rn Y U II � M� •W r . r f'tfU1i�lc G ,e. 9' � �► ' s a i .. a� CL J 0 0 i m Q c s, °'@ t` r • � t C • 55 M1 E t " t i , I r I • , • t r, CD - I M 4 UARM t I s� 1 PaB t. 14 +s n M. Z - - '7-1 Q i F 1"i 1 m R cn tj CD e+ w � h 01+„ m 1, o.- J Wisconsin Department of Comrrlerce 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 and ParW I.D. (Pending) percent slope,scale or dimensions,north arrow,and location and distance to nearest road. P lease print all inffonnation. Reviewed by Date Personal infomwtion you provide may be used for secondary purposes(Privacy law,s.15.04(1)(m)). Property Owner Property Location I�I KERNON BAST/DONALDA J.SPEER-BAST GovL Lot --NE 1/4 NW 1/4 S I T 28 N R 19 EE(or❑W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 948 LaBarge Road 30 — Cottonwood South CRY State Zip Code Phone Number [:]Village JETown Nearest Road Hudson, WI 1 54016 ( 651) 324- 1147 Schwalen Drive Q New Construction Use[E Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD QReplacement Public or commercial-Describe: Parent material clayey dolomite Flood Plain elevation if applicable NA ft. General comments MOUND SYSTEM—SEE INTERPREVTIVE DETERMINATION REPORT and recommendations: (6-8"frost) 1710 Boring# 0 Bow Q Pd Ground surface elev. 1066.57 ft. Depth to limiting factor 16 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 10YR2/2 — sil 3f-mabk mvfr as 2vf-m 0.6 0.8 2 13-16 10YR4/4 — sil 2fabk&lfpl rn cs lvf-f 0.4c 0.6 3 16-20 10YR4/4 m2d loYR5/6&1oYR&2 sil lfabk mfr _ -- 0.4c 0 1 Boring# Boring 1068.83 10 El Pit Ground surface elev. ft. Depth to limiting factor in. S oil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cart.Color Gr.Sz.Sh. *Efl#1 I *Eff#2 1 0-10 10YR3/2 — sil 2f-mabk mvfr as lvf-m 0.6 0.8 2 10-12 IOYR4/4 f2f 10YR4/6&10YR6/2 sil lfpl mvfr cs Ivf-f 0.4c 0.6 3 12-16 10YR4/4 c2d7.5YR5/6&10YR6/2 sil lfabk mfr as l vf-f 0.4c 0.6 4 16-21 10YR4/4 map 5YR5/6 sicl 1 fabk mfr — 1 vf-f 0.2 0.3 "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) — — Sig CST Number MARY JO HUPPERT Hollister's Soil Testing&Desi 224832 Address Date E Conducted Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01 - 13 715-426-1775 .--.11.m/P" Property Owner�B�ASST,,Kemon(Lot 30) pawl ID# (Pending) Page 2 of 3 4E] Boring Boring# '••' "oft ©• 1064.27 Pit Ground surface elev. ft. Depth to limiting facto 24 in. Sal n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft= in. Munsell Qu.Sz Cont Color Gr.Sz Sh. *Eff#1 *Eff#2 1 0-10 10YR2/2 — sil 3fabk mvfr as f 2vf-m 0.6 0.8 2 10-19 7 SYR2 5/2 — sil 2fabk mvfr cs lvf-m 0.6 0.8 3 19-24 7.5YR4/4 sit 2fabk mfr as 1 vf--f 0.6 0.8 4 24-28 7.5YR4/4 f1f7.5YR4/6 sil Ifabk dsh _ lvf-f 0.4c 0.6 ❑ Boring# Boring • Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 ❑ Boring# ED Boring Pit Ground surface elev. ft. Depth to limding factor in. f.o Soil Application Rate Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Cobr Gr.Sz.Sh. *Eff#1 *Eff#2 E[H= *Effluent#1=BOD5>30 1220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mgtL 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-9330TW(807/00) Page 3 of 3 1"=soft. r } —All benchmarks top of rebar - =backhoe pits CO Q ` 0 610 9.86 , X , 1 1083.0" ®106 X429 �y 010 6.835 _.. - ®1 71,217 \ C\j `4 L 3 _X1. } 0 10 0,914 Q CO CY) l M o 50f 3 <°,- 7 a° 4 401 ' ®1074. 2 � T w '- X 11064. LL ` ,0 0 ? ' 01068, T � w Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not Less than 81/2 x 11 inches in size.Plan must Courtly ST.CROIX 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 aH information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location KERNON BAST/DONALDA J.SPEER-BAST Govt.Lot ---NE 1/4 NW 1/4 S 1' T 28 N R 19 El El Property Owner's Mailing Address Lot# Block# Subd.Name or CSM* 948 LaBarge Road 32 — Cottonwood South City State Zip Code Phone Number DCity ❑Village own Nearest Road Hudson, WI 1 54016 1 ( 651) 324- 1147 Schwalen Drive Q New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material clayey dolomite Flood Plain elevation if applicable WA ft. General commends SEE INTERPRETIVE DETERMINATION REPORT and recommendations: THIS LOT WILL HAVE AN EASEMENT ON lOT 30. ((6-8"frost) d10 Boring# Boring a pit Ground surface elev. 1066.57 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munseli Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 *Eff#2 1 0-13 10YR2/2 — sil 3f-mabk mvfr as 2vf-m 0.6 0.8 2 13-16 10YR4/4 — sil 2fabk&lfpl mvfr cs Ivf-f 0.4c 0.6 3 16-20 10YR4/4 m2d I OYR5/6&I OYR612 sil 1 fabk mfr _ -- 0.4c 0 (�l 1 Boring# E] Boring 1068.83 10 ❑ pit Ground surface elev. ft. Depth to fimiti V 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 0-10 10YR3/2 — sil 2f-mabk mvfr as lvf-m 0.6 0.8 2 10-12 10YR4/4 f2f IOYR4/6&l0YR6/2 sil Ifpl mvfr cs Ivf--f 0•4c 0.6 3 12-16 10YR4/4 c2d7.5YR5/6&l0YR6/2 sil lfabk mfr as 1vf-f 0.4c 0.6 4 16-21 10YR4/4 m3p 5YR5/6 sicl 1 fabk mfr — 1 vf-f 0.2 0.3 *Effluent#1=BOD >30<220 mg/L and TSS>30<150 mg/L *Effluent#2=B01)5:<30 mg/L and TSS<30 mg/L CST Name(Please Print) _ — M*94M4euct,�Idl: CST Number MARY JO HUPPERT Hollistees Soil Testing&Design 224832 Address Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01-13 715426-1775 nrvr�neon mnnmm Property Owner BAST,Kernon(Lot 32) Parcel ID# (fending) Page 2 of 3 1�p12 Boring#Boring 1064.27 I_J Q P8 Ground surface elev. ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu.Sz. Cont.Color Gr.Sr-Sh. *Eff#1 *Eff#2 1 0-10 10YR2/2 -- sil 3fabk mvfr as 2vf-m 0.6 0.8 2 10-19 7.5YR2.5/2 -- sil 2fabk mvfr cs lvf-m 0.6 0.8 3 19-24 7.5YR4/4 -- sit 2fabk mfr as 1of-f 0.6 0.8 4 24-28 7.5YR4/4 171f7.5YR4/6 sil 1Mk dsh — 1vf-f 0.4c 0.6 ❑ Boring# Boring • Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Race Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F� Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal Acrilication 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=BOD,>30<220 mg&and TSS>30<160 nV& "Effluent#2=BODS<30 mg1L and TSS<30 mg/- 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. M13-8330T.(R07/00) e � 1 .. I Page 3 of 3 L°o1�Cpu+��►� �o�ttt�t 32 1"=50 ft. I -- All benchmarks top of rebar 7z:�'--� backhoe pits �f - _ - 9°50'. LO Co _ 99 X 0 O 10 9,86 J 1083.0' x-38 5 0 106 .429 010 6.835 991. ® 71.217 N O L 3 98 r- 10 86 10 348 1 8,310 Oil I 8838 2 4 010 0,814 O O °� 't 50 3 <p,. Co > 964 401 1066,Or9 1066 571",, 906 2 +0 0 01074. i W I �_— .. X 11064. 907 LL 01068.9 3 0 - r Z I