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HomeMy WebLinkAbout040-9999-99-029 Wisconsin Departm er SOIL EVALUATION REPOOPCpIV, Page I of 3 Division of Safety Ing in accordance with Comm 85,Wis. Adm. Code � Attach compl � ite plan on paper not less than 8 1/2 x 11 inches in size.Plan must ST.CROIX include,but not limited to:vertical and horizontal reference point(BM),direction and �rc�1 I D. (Pending) percent slope,scale or dimensions,north arrow,and location and distance to nearest road. "' LRdIX COUN- P/ease print all information. Reviewed b r at 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 I T 28 N R 19 (or)W Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# 948 LaBarge Road 29 -- Cottonwood South City State Zip Code Phone Number ity []Village ■ Town Nearest Road Hudson, WI 1 54016 ( 651) 324- 1147 Schwalen Drive New Construction Use Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial-Describe: Parent material glacial till Flood Plain elevation if applicable 1•dA ft. General comments MOUND SYSTEM--SEE INTERPREVTIVE DETERMINATION REPORT and recommendations: (6-8"frost) Boring# ® Boring 40 0 Pit Ground surface elev. 1057.14 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-16 10YR3/2 sil 2fabk mvfr as lvf-m 0.6 0.8 2 16-32 7,5YR3/4 sl Om mvfr cs lvf-f 0.2 0.7 3 32-40 7.5YR3/4 sel Ifabk mfi __ __ 0,2 0.3 some gr 7 Boring# Boring 1057.00 17 0 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 I *Eff#2 1 0-17 7.5YR3/2 sil 2f-ma&sbk mvfr as lvf-m 0.6 0.8 2 17-22 7.5YR4/4 e2f10YR5/6&10YR6/2 sicl Ifabk mfr cs lvf-f 0.2 0.3 3 22-28 7.5YR4/4 m2d7.5YR5/6&10YR6/2 sicl Ifabk mfr -- 1vf-f 0.2 0.3 Horizon 2&3 have some rk frag. *Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=B005:<30 mg/L and TSS<30 mg/L CST Name(Please Print) Sign re CST Number MARY JO HUPPERT Hollister's Soil Testing&Design 224832 Address Date Evaluation o ucted Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01 - 13 715-426-1775 Property Owner BAST,Kernon(Lot 29) Parcel ID# (Pending) Page 2 of 3 Borin g# ® Boring Pit Ground surface elev. 1057.72 ft Depth to limiting factor 12 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 0-12 7.5YR3/2 -- sil 2f-ma&sbk mvfr as lvf-m 0.6 0.8 2 12-17 7.5YR4/4 c2f 7.5YR4/6&10YR6/2 sil Ifabk mvfr cs lvf m 0.4c 0.6 3 17-20 7.5YR3/4 m2d 5YR4/4 sil 2fabk mfr as I of-f 0.6 0.8 4 20-25 7.5YR3/4 m2p 5YR5/6 scl Om mfi -- lvf--f 0.0 0.0 Horizon 4 has some gr. 17 Boring# LJ Boring pit 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# Ground surface elev. ft. Depth to limiting factor in. M Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GMT in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 * Effluent#1=BODS>30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=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. SRD-8330Tes[(R.07/00) i Jwuuluullt 1 21 .UU Co Cil pp v INVkVb C J 50' ( ?�5' I i C3)) n !! �• 4 21 NEW.. CO co of ! rnm' © cn ��-° � 1 m � w O o fl m C) cn w & CIS r_1 W ro i cn tp °° ' o. 110' Z Lnn cn I s pla I j 5 }p I. N I 00 —201 .85 .97 . --0 214.7 CA So°26'32NE 776.96' NORTH - SO U H� p�ynRTM�N DIVISION OF INDUSTRY SERVICES 54 Toy 10541 N RANCH ROAD HAYWARD WI 54843 3 �j��/ Contact Through Relay 1 / www.dsps.wi.gov/sb/ �w www.wisconsin.gov ADO ss[ON AL Scott Walker,Governor Dave Ross,Secretary January 16,2014 CUST ID No. 224832 ' ATTN.-POWTS Building Inspector MARY JO RUPPERT � ` 2014 ZONING OFFICE HOLLISTERS SOIL TESTING&J?%GN ST CROIX COUNTY SPIA W9875 690TH AVE 4 cou 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.2353252 SITE: Site ID No. 798938 Cottonwood South 1 ST Addition Lot 29 Please refer to both identification numbers, German Court above,in all correspondence with the agency. Town of Troy St Croix County NE1/4,NWIA, S1,T28N,R19W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1466061 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 12 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. SincereI , Fee Required$ 240.00 Fee Received$ 240.00 'F Balance Due $ 0.00 c Edwin A 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 rs s �r INTERPRETIVE DETERMINATION REPORT ,w Cp nditipr.airy Property Owner: aQ� ERC ti KERNON BAST �RTMEKT Of C gUl GS 948 LaBarge Road °l jY N IsaK,of Hudson, WI 54016 E COR Site Location: COTTONWOOD SOUTH 1 s ADDITIOWf4fl a res) Located in the NE'/4 of the NW'/4, Sec. 1, T28N, R19W Town of Troy St. Croix County Proposed: Lots 29 thru 32 For A+0 Mound Septic Systems L ll, Z Prepared by: x Mary J uppert, CST W24832, Designer#1859-007 Date:. 3a Z, /3 Hollister's Soil Testing £t Design W9875 690th Avenue River Falls, WI 54022 Phone and Fax#: (715)426-1775 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 wilt be placed on Lot 30 with an easement. This report is required to determine the suitability for installation of POWTS for tots 29, 30, 31 and 32 in lieu of groundwater monitoring. This property was an existing farmstead. Cottonwood South was approved with twenty-five tots. Most of these tots 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,h 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. ll. 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). s Page 2-'Cottonwood South 1'Addition Ill. 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. Outlot 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 will allow movement of water. 3. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. Some evapotranspiration will 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. Soil 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-stated',in the Soil Survey of St Croix County is a Santiago-Otterholt-Arland. It is a well-drained, gently -sloping to steep site with medium textured soils on tilt J . Page 3 - Cottonwood South 1"Addition plains. 5. Surface Water Elevations - this area is within the St. Croix River Valley located between the Willow 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 '/z 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. S .ERSET ' iWiN RICH Q= • s _,.: '.t eg ;ToVoo o i if rPf Iifie 'fa'ofry "35!64 ( N - rl r ;�•1.k<rt of Ft tr�;, rtt� . f _ 4 Tow(I of S"k7, trJ�i y 63 d Washington , Tayo G i eaf t'1:r',a •.. NORTH HUM tr 2 ri�ta+f �,•tatl7ntrari ri�4�+r? 35 L 35 iD N 63 cf1+rM1+fS llirl Ly i 35 65 Fri wo 01 F1,110!`df i, fJ iit 3 41°r3 N RIVE ,F LLS a A f 1L+1 V.t 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. - + nt�efgcr, fiv 1os SINT r; ; n a 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 1'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: N NNE C 'f t2� a GItMRt!,I� O A1, Id a �l *.ty ^ 3 Page 6 - Cottonwood South 15t 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): 0-9", very dark grayish brown, friable, moderate silt loam 9-11", dark grayish brown, friable, weak silt loam 11-19", 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 permeabte 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 K 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 Munsell color 10YR3/2. i The typical description of the Derinda Variant Series is (in a cultivated area): 0-9", very dark gray, fri ble, moderate silt loam 9-14", dark grayish bro n, firm, moderate silt loam with common mottles 14-18", brown, firm, moc erate 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. Y Page 8 - Cottonwood South 1'Addition It was observed that the area has been tilled 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 low 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 lots 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 lot 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. . r Page 9 - Cottonwood South 15L 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 REFERENCES: 1.1 Martin, L. 119-65), The Physical...Geotowy of Wisconsin, University of Wisconsin Press. Madison, Wisconsin. i " I ducavon L '! Sc,�'S. i Courses website. So,! states Department of Agriculture, Soil Conservation Service, with the Research a- Of �hz 0 a"Agr'cu'.'tC,i- an an';a, 5. OmIzed Szates Ge=gica't Su.- *&y. T a a---;12-1* fn-7% . http://terraserver.microsoft.com O. St. Croix %'Zounty. St. Cro�lx ;.-Vunty http:L/cq.st.cEqjx-wi-us-com c ,. { .� BlJ'f- � �� m � ,�„ � +��� � w� N �iD u � ._ �; A � L l r� f. 'Y;?tr ' .► u }l: �;f;11 �� � ` i � M1 I- � �� J. ,..� ..r• ''� F �Ml i '� �M r. _. . ._ 4� � �_ l . - TT 6• - !J ��. °i �� � ,,-1 '� � - "CO � , ��` r 1'I1 • L �• f.q� `�,� 5. !�14 ��` r� 3;�.V +�� 1 .�, , •r'. ill -� t 1�4tlw � a: �.. � � �� I � ,� Vim` �— a` ... - .. 6 ��;. .. _ �°:' � 4L ' ��' I 7 �.. I F ,� �hiL �.� � � �, � <. �� rv� ��� � ��'.y�_��� aT . � n �� � � � he �. { i � � � � � : ", �x,�_ _ , � � � �� � ,.,> � -� �; ���i� y �y��I � `t \ �;; "`�� � i fig: N . z s r. f #it ti r y ` e J i `{3 i .� Lill LAP(Y FARM F r ,J 1 '4 o h _ ga.. z VA eD CA c� d qo S Q t i r y t t4 "l J 1 ,t i; W �� C 10 co �3 ko cs yl -_- _ : y f t r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I 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 county 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 all information. Reviewed by Date Personal information you provide may,be used for secondary purposes(PrNaey 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 ©r)® Property Owners Mailing Address Lot# Block# Subd.Name or CSM# 948 LaBarge Road 29 -- Cottonwood South City State Zip Code Phone ❑Vflfage own Nearest Road Hudson, WI 1 54016 1 ( 651) 324- 1147 Schwalen Drive E] New Construction LlseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ®Replacement ® Public or commercial-Describe. Parent material glacial till Flood Plain elevation if applicable NA ft General comments MOUND SYSTEM—SEE INTERPREVTIVE DETERMINATION REPORT and recommendations: (6-8"frost) p 1 Boring# 0 Sow n Pit Ground surface elev. 1057.14 ft. Depth to limiting factor 40 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flr in. Munseli Qu.Sz. Cont.Color Gr.Sz_Sh. *Eff#1 *Eff#2 1 0-16 10YR3/2 — sil 2fabk mvfr as lvf-m 0.6 0.8 2 16-32 7.5YR3/4 — A 0m mvfr cs I vf-f 0.2 0.7 3 32-40 7.5YR3/4 — scl Ifabk mfi _ _ 0.2 0.3 some gr p7 Boring# Boring 1OS7.00 17 E] 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. Munseli Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-17 7.5YR3/2 — sil 2f-ma&sbk mvfr as lvf-m 0.6 0.8 2 17-22 7.5YR4/4 c2fl0YR5/6&l0YR6/2 sicl Ifabk mfr cs lvf-f 0.2 0.3 3 22-28 7.5YR4/4 m2d7.5YR5/6&l0YR6/2 sicl Ifabk mfr — Ivf-f 0.2 0.3 Horizon 2&3 have some rk frag. *Eflittertt#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=fID <30 mg/L and TSS<30 mg/L 4. r — CST Name(Please Print) Signatu CST Number MARY JO HUPPERT Hollister's Soil Testin &Desi ® 224832 , Date Address Evaluation ucted Telephone Number W9875 690th Avenue, River Falls,WI 54022 12-01 - 13 715-426-1775 a . Prop"Owner�(BAST,Kemon(Lot 29) Parcel ID# (Pending) pop 2 of 3 09 Boring At Boring Q pit Ground surface elev. 1057.72 Depth to limiting factor 12 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. *E1f#1 *0102 1 0-12 7.5YR3/2 — sil 2f-ma&sbk mvfr as lvf--m 0.6 0.8 2 12-17 7.5YR4/4 c2f7.5YR4/6&10YR6/2 sil Ifabk mvfr cs lvf-m 0.4c 0.6 3 17-20 7.5YR3/4 m2d 5YR4/4 A 2fabk mfr as 1 vf-f 0.6 0.8 4 20-25 7.5YR3/4 m2p 5YR5/6 SO Om mfi _ lvf-f 0.0 0.0 Horizon 4 has some gr. F-1 Boring# Boring• pit Ground surface elev. ft. Depth to limiting factor in. Sal Applkabon 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] Borg# Boring Pit Ground surface elev. it. Depth to limiting factor in. Sal Avdication 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 "Efr#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. M-8310'reg(807/00) .................................... .............. ...................— ................... W000113in Dww"Ont Of Commerce SOIL EVALUATION REPORT Page 1 of 3 DlvWw of Safety and SuMngs in accordance with Comm 85,Vft. Adm. Code CIOU* ST.CR= Aftch complete vita plan on pawnot Ion titan 8 V2 X 11 Wws in*;ZgL Pten must Wudoo but not*n tad b:vertical wid harkorftl M*W00 pol"t(BM},*V0011 and Pam d M (PeAdbW percaMrJopa,sells ordknen3i=.north armw.wW[ocaWand distance to nearest road. Please print aft Inthrmatlon. p4ww*vd by Data parmnal wWffWwywVvvWqmaybe (PnVMY Lim,a.M04(1)(M)). Propertyowner property Lomtian 0 El KERNON BASTMONAIMA L SPEM-BAST Govt Lot —NE 114 NW 114 S I T 28 N R 19 E(or)W Property ownees maevAddress Lot 9 810a# Subd.Nam or C" 948 LaBarge Road 29 Cottonwood South Ist Addition City Staff zip Code ptoneNwqw 0;* OvIve Of— Namet Road Hudson, W1 1 W16 1 ( 651) 324-1147 Iroy Schwalm Drive E] New Constrwtion Used Rasidenft I Number of bedrooms 4 —Code derived d6*19n flow We 600 GPD []parlwaamerd 13 Public of COMMA(Cial-DQ=ft! Pawl marau -Flood FWn a1evaWn If app4mble MA ft. oerwal immmena Rmlimimay Boxing—Needs lntmp ve DetarninAtion Report -.arid nxomttr�rciatrons: 1021 8orlrtq D Ej pit Ground 3urfawelev. 1057.689 ft Depth to WnMr.9 tailor 12 in. 5i licason Paw Horizon Depth Dwnkarrt Co(w p4w=OWAN476M Tagum StuCture Cortgstertoe Sovndivy Routs WPM In. Munmi Qu.Sz. 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