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HomeMy WebLinkAbout032-2098-02-999 7 R Wisconsin Department of Commerce SOIL EVA �Q 1�i RT Page of Division of Safety and Buildings - in accordance with Comm , dm. Code ' Count).,, l/r� Attach complete site plan on paper not less than 8 1/2 x 11 inched m size.Plan ���t/�- / include,but not limited to:vertical and horizontal reference point $M),direction an. rL parcel j. percent slope,scale or dimensions,north arrow,and location an distance Wisearest road. ��/ OWL � Please print all information. e ' 11 b Date Personal information you provide may be used for secondary purposes(Privacy Law,S.1$r o�U6-7 Property Owner ion / Lot 1/ 1/4 S T N R W Property Owner's Mailing Address Jlot# I Bfock'# ubd.Name or CSA City f State Zip Code Phone Number ❑City ❑Village ]'Town Nearest Road ew Construction Use:R Residential/Number of bedrooms .Code derived design flow rate S" 2 GPD ❑Replacement 0 Public or comme rcial-Describe: Parent material � r � �3c� Flood Plain elevation if applicable —O —--._...—------ - ' ft. General comments //J�I and recommendations: �/�GIvIG IYAv41A& ;-k F�/ Boring# Boring ® pit Ground surface elev.Z ft. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF J in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 ,N-5 �. aCZ,. 130ng# ❑ Boring Pit Ground surface elev. �!'-�ft. Depth to N'miting 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 p`5 D. Effluent#1 s BOD >30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST N (Please Print) r �,�� Signature CST Number Addoefs r .— ate Evaluation Conducted Telephone Number i i Property Owne��n 4�t �`�t/0- / Parcel ID# Page of Boring Boring# ❑ ,2 pit Ground surface elev. ft. Depth to limiting'factor?y _in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 .0 - S� 1 1001- ' F D+"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 GPD1fF In. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 F-1 Boring Boring# Ground surface elev. ft. Depth to limiting factor in. 11 pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 Effluent#1=BOD,>30 1220 mglL and TSS>30:5 150 mgA. 'Effluent#2 a BOD.,<30 mglL and TSS<30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. . SBD•8330(R.6100) M Soil Test Plot Plan Project Name Lindale Development Byro ird Jr. e Address 964 -162nd Ave.NewRichmond Wi. 54017 CST #220527 Lot 12 Subdivision Ln Meadows Date7/2512001 -Count ST. CROIX SE 1/4SW 1/4325 T 31 N/R19 W Township Somerset R Boring Q Well PL Property Line# Alt.BM kBM or VRP Assume Elevation 100 ft.top of white stale System Elv. 91.7 H.R.P. SE coner of PL and easement Rd 593' B2 50' 60' B3 15' �� B l 20' BM PL 1 ' 300' #Alt BM Easement Rd 221' ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT goals a sun ST.CRODC COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715)386-4680 Fax(715)386-4686 Memo to File From Pam Quinn Date: 4/27/2004 Re: Sandy loam structure misinterpretation on subdivision sal reports Recent soil on-site determinations have brought a problem to our attention. During these on- sites,boRngs were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zonifli department review. The soil profiles,evaluated by myself,Dave Fogerty,and Dave Steel(all certified soil testers)differed from the original soil reports in that massive(structureless)sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky(2msbk)structure by Adam Schumaker or weak, medium granular structure(lmgr)by Shaun Bird. There apparently has been a misunderstanding between"structure"caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, with pressure parted into"crumbs"that appeared at first to be subangular or granular in shape. However,these were not true peds that broke apart along planes of weakness,but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as"massive". Added notation: on 4/23/04 Mark Iverson(Cedar Corp. certified professional soil scientist), Shaun Bird, and myself did an evaluation of soils on Lots 6 &9, Richmond Meadows where the original soil report described the third horizon as sandy loam, "I mgr". On Lot 6 we checked soil profiles within a POWTS distribution cell and then excavated a test pit on Lot 9. The sandy loams in question were a weak, coarse to very coarse subangular blocky structure,where planes of weakness were just discernible when peds were parted from the profile. The peds separated with very light pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9 soils,which supported the determination that some structure existed to allow water to move through the upper portion of the sandy loam horizon. However,below the weak-structured soil we found massive(structureless) sandy loams and the boundary between these horizons was irregular, which would mean a distribution cell could encounter alternating weak and massive sandy loam. Shaun said he would amend his soil reports with a memo recommending that any sandy loams he identified as"lmgr"or"2 mgr"be assigned a lower loading rate of 0.3 gpd/ft2 (see attached memo for Whitetail Meadows)to provide a larger dispersal area. ' � r Page Two—Soil Memo 4/27/04 Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft2 with the code changes in Comm 83.44-2,effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate,which affects the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 of Richmond Meadows subdivision had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon had been described on the soil report as "lmgr"with firm consistence. Leroy Jansky,Dept. of Commerce Regional Wastewater Specialist,has been consulted on this situation and advised the zoning department to require on-site verifications for any lots with this potential misinterpretation on the soil reports. All soil reports with sandy loam"1 or 2 mgr"as its structure will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. Z Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County ,L Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must / �'�� /X include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner / Property Location (� z �I�/o ell, )r^ Govt.Lot 1/4 j,��1/4 S -T N R E Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# City Statte� Zip Code Phone Number ❑City ❑Village XTown Nearest Road ZVtO D r� ®f�'l C -1 S / L9 7411�u New Construction Use: Residential/Number of bedrooms_ Code derive sign flow rate :�,.�}S GPD ❑Replacement ,r ❑ Publi or commercial-Describe: �°L'71 Parent materialf L, a 7 lam, ' 4�_ Flood Plain a "✓n if {c ft. General comments and recommendations: On F1ce i F_/I Boring# ❑ Boring Pit Ground surface elev.!^D V. ft. Depth to limiting fa -�.._.— Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 — /v r �yyt J 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/ftz in. Munselll Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 gel 44:�-. *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) SilgnatuEe CST Number Addr s Date Evaluation Conducted Telephone Number SBD-8330(R07/00) Parcel ID# Page of Property Owner /� u � ❑ Boring ©7 a Boring# �.pit Ground surface elev. ft. Depth to limiting factor� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 ❑ a' Boring# Boring >Pit Ground surface elev./9'f� ft. Depth to limiting factor.> in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 JI ❑ ❑ Boring# Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L The Department of commerce is an equal opportunity service provider .and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330(R.07/00) Soil Test Plot Plan Project Name Undale Development Corp. Byron ird Jr. Address ` 964- 192nd ave. NewRichmond Wi. 54001 CST #220527 Lot 14 Subdivision lin Meadows Date 5/11/01 SE 1/4SW 1/4525 T 31 N/A19 W TownshipSomerset R Boring Q Well PL Property Line County ST. CROIX ,BM or VRP Assume Elevation 100 ft.top of wood stake#AltBMbaseof wood stake96.7 System Elevation 97.6 H.R.P. same as BM BM 50' 20' 579' PL 2 ' B1 /B4 20' B3 241' 40, of e0 ment Rd B2 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location �h Gar Govt.Lot 1/4 j 14 SAS—T N R E(o Property Owner's Mailing Address Lotf# Block# Subd.Name or C SM#// City State Zip Code Phone Number ❑City ❑Village [Mown Nearest Road Ccc> � se f �aL/Z I ( — "e 2 1- D New Construction Use: Residential/Number of bedrooms Code derived design flow rate GPD ❑Replacement ❑ Public or com ercial- escribe: �T Parent material �� ��h i Z -C tom_ Flood Plain elevation if applicable — y _ft. General comments 'M and recommendations: s F/— Boring# ❑ Boring Pit Ground surface elev. ®�° ft. Depth to limiting factor in. COW' V NINOOF�t r SpItAplilication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence `Bo ftdary Root r GPD/ft2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 't! ; •(_'.. ff#1 I "Eff#2 _ ❑ Boring# ❑ Boring Pit Ground surface elev. t1t�. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz. Cont.Color Gr.Sz. Sh. *Eff#1 *Eff#2 e s`, E a/Z 5 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Na (Please Print) Signature CST Number Addr Date Evaluation Conducted Telephone Number SBD-8330(R07/00) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions, north arrow,and location and distance to nearest road. Please print all 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 Govt.Lot 1/4 '/4 S T N R / E(o Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# City State Zip Coe Phone Number ❑City ❑Village Town Nearest Road MY Z� New Construction User Residential/Number of bedrooms Code derived design flow rat GPD ❑Replacement ❑ Public or com ercial-De cribe: Parent material � i55k�� Flood Plain elevation if applic b � ft. General comments and recommendations: S-T CPO 7 i! C ; i �UiY Lli4Y� COOK ZU Boring# Boring Pit Ground surface elev./0 ft. Depth to limiting factor Y oil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell�� Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 ( e-- ' Ww v Boring# � Boring ry Pit Ground surface elev. ft. Depth to liming- actor 7 /.Z-® in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz 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=BOD5<30 mg/L and TSS<30 mg/L CST Name lease Print) Si tine CST Number 1 Addresj��_ Date Evaluation Conducted Telephone Number SBD-8330(R07/00) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner / Property Location i!'I lT�c/•� � s�y��� 7 �p Govt.Lot X1/4 1/4 S 'T3 N R E(o Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# City tate Zip Code Phone Number ❑City ❑Village RrTown Nearest Road //cam' !New Construction Use: Residential!Number of bedrooms _ Code derived desig o�n?•ante S`"� GPD F-1 Replacement ��❑ Public or commercial-Describe: > A n Parent material C"7te.Gi rr /� ,. Flood Plain elevation i 4 cable General comments f � and recommendations: ? e - +4 G r`� �l °i SY GFOX Cowl"?ICE wi zH+tG pF ;�r E]Boring# Boring f�k � i 3 r f Pit Ground surface elev._ ft. Depth to limiting factor_5_1 � �- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in.. Munsell Qu.Sz. Cont.Color f Gr.Sz.S/h. *Eff#1 *Eff#2 / Boring# ❑ Boring Pit Ground surface elev. Ll ft. Depth to limiting factor ° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz. Cont.Color Gr.Sz. Sh. *Eff#1 *Eff#2 Ar � - *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name lease Print) Signature CST Number t !^r -., i ds= Address `mil Date Evaluation Conducted Telephone Number `� �� Suzy. j7���• r � a ® SBD-8330(R07/00) Parcel #: 032-2098-02-999 01/09/2014 09:39 AM PAGE 1 OF 1 Alt. Parcel#: 032-TOWN OF SOMERSET Current 1X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 02 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner O-LINDALE MEADOWS LINDALE MEADOWS TOWNSHIP SOMERSET 00000 Property Address(es): '= Primary Districts: SC=School SP=Special Type Dist# Description SC 5432 SCH DIST OF SOMERSET SP 1700 WITC Notes: Legal Description: Acres: 0.000 SEC 25 T31 N R1 9W PT SW SW&SE SW FORMERLY CSM 11/3085 LOT 8 26.420AC Parcel History: Date Doc# Vol/Page Type Plat: '=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg: "06-060-LINDALE MEADOWS 25-31N-19W 2013 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: Description Class Acres Land Improve Total State Reason Totals for 2013: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2012: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00