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HomeMy WebLinkAbout038-1057-90-100 14sconsin SOIL EVALUATION REPORT #1544 Department of Commerce in accordance with Comm 85,Wis.Adm.Code P_age 1 of 3 Division of Safety and Buildings Schmitt Soil Testing,inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and St.Croix percent slope,scale or dimensions,rillkarrow,and location and distance to nearest road. Parcel I.D. Please pri ft all i Personal information Revie By Date You provide may sed for Law,s.15.04(1)(m)). Property Owner �C Property Location Orr, Leon ® 1 Govt.Lot NE1/4,NW1/4, S14,T31N, R18W 19161yECho Lane Mailing Addres ST CR0/k Lot# Block# Subd.Name or CSM# CO 1 Eagle Ridge city State Zip Phone umbe City Village Town Nearest Road Farmington MN 55024 651-� 4 Star Prairie 220Th Ave. New Construction Use: N Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash General comments Flood plain elevation,if applicable na ft. and recommendations: Area suitable for conventional system with 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 92.70'. Greater than 35%coarse fragments must maintain 60"separation. Boring# El Boring Pit Ground surface elev. 96.35 ft. Depth to limiting factor 115+ in. Horizon Depth Dominant Color Redox Description Texture Structure Soil Application Rate in. Munsell Consisten Boundary Roots GPD/fts Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-9 10yr3/3 none sl 2msbk mfr as 2vf .6 1.0 2 9-24 10yr4/6 none Is icsbk mfr cs 1vf .7 1.6 3 24-28 10yr5/4 none vgrs Osg ml cs _____- 7 1.6 4 28-36 10yr5/6 none s Osg ml a ------ .7 1.6 5 36-115 10yr5/4 none vgrs Osg ml az.?a N t. C + 3.8 7'7' s ti EBoring# [-1 Boring Pit Ground surface elev. 95.96 ft. Depth to limiting factor 110+ in. Horizon Depth Dominant Color Redox Description Soil Application Rate in. Munsell p Texture Structure Consisten Boundary Roots GPD/ftz Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10yr3/3 none sl 2msbk mfr as 1vf .6 1.0 2 9-15 7.5yr4/6 none grsl 2fsbk mfr a 2vf .6 1.0 3 15-48 10yr5/6 none 9rs Osg ml cs ------ .7 1.6 4 48-73 10yr5/6 none vcbs Osg ml cs ------ .7 1.6 5 73-110 10yr5/4 none vgrcos Osg ml ?o ++ Vo It 17+ *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS S30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: Thomas J. Schmitt CST Number ` h � .� .. 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/25/2006 715-247-2941 SBD-8330(8.07/00) ------------------------------ --- r------- -- SBD-8330(807/00) - ---- -- --- --- —_ Wwnitt Sal Testing,inc Conducted by: Page 3 of 3 • Conducted For: Schmitt Soil Testing Inc. Name: Leon Orr Thomas J. Schmitt, CST 227429 Address: 1595 72nd St. 19161 Echo Lane Richmond, WI. 54017 New City, State, Zip: Farmington, MN 55024 Phone: 715-247-2941 Subd.Name: � Eagle Ridge signatu'-, p' ,- � Lot No.: Date �� � Q _ ---� Legal Description: NE1/4 NW1/4 S14 T3 IN RI 8W ® Backhoe pit Bench Mark El 100 0 ' Top of 2"pvc pipe Township, County: Star Prairie, St. Croix . . 0 Alternate Ben ark El. �, y� to of '? 416 �iG Slope= Scale 1" =40' Q 64 'UZY Gw i\ \\ \ v \ 1 I tl \ 00 ld �h�1111�{►Ir 1� \\\\t I ^ /jiii� /ii l I , ' l tP �/l \ 11 \ \\Q\\\A \ \ \ o• \\\�\\vv\\\ MITA \\\\t111\\ vi ON IN, ERE •NVisconsin SOIL EVALUATION REP L_l:�i.-� #1545 REPORT Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings chmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and St. Croix percent slope,scale or dimensions,n h arrow,and location and distance to nearest road. Parcel I.D. Please pri tall Personal information may Revie By Date you provide m be sed for sewn rrivacy aw,s.15-04(1)(m)). Proerty Owner Orr eon DEC ® Property Location 20 Govt.Lot NE1/4, W1/4, S14,T31N, R18W Property Owner 's Mailing r COUNT Eagle Address S CRO/X Lot 2 Block# Ringer CSM# City State Zip one Number City E]Village M Town Nearest Road Farmington I M--1 55024 651-334-7 4 Star Prairie 220Th Ave. New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Flood plain elevation,if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is 90.0'. F-11 Boring# E Boring Pit Ground surface elev. 95.76 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ef *Eff#2 1 0-8 10yr4/6 none grsl 2fsbk mvfr CS 3vf .6 1.0 2 8-25 10yr4/6 none grsl 2msbk mfr CS 2vf .6 1.0 3 25-33 10yr4/3 none 4gcrsls imsbk mfi cs ______ 4 7 4 33-115 10yr5/6 none Osg ml ---- ------ .7 1.6 /I &a. ElX Boring# ❑ Boring Pit Ground surface elev. 95.76 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-11 10yr3/4 none grsl 2fsbk mfr CS 3m,2f .6 1.0 2 11-20 10yr4/6 none grls lcsbk mvfr CS 3m,2f .7 1.0 3 20-35 10yr3/3 none sl 2msbk mfr CS 3m,2f .6 1.0 4 35-50 10yr4/3 none grsl 2msbk mfr CS ------ .6 1.0 5 50-80 10yr5/6 none vgrs Osg ml 9w ------ .7 1.6 6 80-115 10yr5/4 none f grcos Osg ml 4/ 106.I Z. *Effluent#1 =BOD 5>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) Signature: � � ., Thomas J.Schmitt � CST Number 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,Wl 54017 11/25/2006 715-247-2941 SBD-8330(KO7 100) SBD-8330(R.07 100) need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. Schmitt Sat TeswV,Inc. �� C.Z4 1 1 INN \\\ cpl fl d'' I �_ ....� �� \� ZIP% // .•/ I IIW I \ / FLOOD. EL 876.'7 \ \\\ \� �• NVisconsin SOIL EVALUATION REPORT #1546 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and St. Croix percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please p t rn►ation. Personal information Revie By Date YW provide may used (Privacy Law,s.15.04(1)(m)). Date �3 OCR Property Owner wCAO Property Location Orr, Leon DEC Govt.Lot NE1/4, N 1/4, S14,T31N, R18W Property Owner's Mailing Addre s 3T Lot# Block# Subd.Name or CSM# 19161 Echo Lane SRO 3 Eagle Ridge City Sta Code um r City ❑Village Town Nearest Road Farmington I MN 1 55024 1 1-334 574 1 Star Prairie 220Th Ave. ❑New Construction USe: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Flood plain elevation,if applicable na tt. General comments and recommendations: Area suitable for conventional system with 0.7jpd/sgft rating. Possible system elevation for Area 1 is 93.90'. Greater than 35%coarse fragments must maintain 60"separtion o` S % I Boring# El Boring F-11 Z Pit Ground surface elev. 98.11 fl. Depth to limiting factor 120+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-7 10yr4/4 none grsl 2msbk mfr cs 3vf 6 1.0 2 7-51 10yr5/6 none xgrcos Osg ml CS lvf .5bc .5b 3 51-120 10yr5/4 none vgrcos Osg ml --- ------ .7 1.6 �3•g� " to r u ko• Boring# ❑ Boring ❑ Pit Ground surface elev. 96.21 ft. Depth to limiting factor 118+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-5 10yr3/2 none SI 2fsbk mfr a 2vf .6 1.0 2 5-11 10yr4/4 none grsl 2msbk mfr CS 2vf .6 1.0 3 11-24 10yr5/4 none xgrcos Osg ml a 1vf .5bc .5b 4 24-48 10yr5/4 none grcos Osg ml a ------ 7 1.6 5 48-118 10yr5/4 none I vgrcos Osg ml _— ------ .7 1.6 °13•� .1Zi r *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<_30 mg/L and TSS.5_30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/25/2006 715-247-2941 SBD-8330(R.07/00) Property Owner Orr,Leon Parcel ID# Page 2 of 3 3]] Boring# ❑ Boring ❑ Pit Ground surface elev. 96.86 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10yr4/4 none grsl 2msbk mfr Cs 2vf .6 1.0 2 7-54 10yr5/4 none grcos Osg ml CS _-__-_ .7 1.6 3 54-115 10yr5/6 none Cos Osg ml ---- .7 1.6 I tt n .1 It ❑ 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/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'EfF#2 ElBoring Boring # ❑ ❑ Pit Ground surface elev. ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture in. Soil Application Rate in. Munsell Structure Consistence Boundary Roots GPD/ft' Qu.Sz.Cont.Color Gr.Sz.Sh. *Efl#1 *E02 *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 3BD-8330(R.07/00) need material in an alternate format,please contact the department at 608-266-3151 or M 608-264-8777. Schmitt Soil Testing,Inc. Conducted byc Page 3 of 3 Conducted For: Schmitt Soil Testing Inc. Name: Leon Orr `Thomas I Schmitt, CST 227429 Address: 19161 Echo Lane 1595 72nd St. City, State, Zip: Farmington, MN 55024 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Eagle Ridge Signature tea+ Lot No.: Date �� � � �' � Legal Description: NE1/4 NWl/4 S14 T31N R18W ® Backhoe pit Township, County: Star Prairie, St. Croix ®Bench Mark El. 100.00' Top of 2"pvc pipe Alternate Bench Mark El. IL,%,7 top of `1,410, P/j4- Slope= Scale 1" =40" i 42 l Re A Vol GOOD Ir del V^ /l N`. � I •�///J1J//��\\ ��\\`� � ., /iii i /i ( ► � l \ \ o ilk VXX o - `! '�. �. •.i <' �' :\• III\\I\\\11\ '� \\ \\ i c� 14sconsin SOIL EVALUATION REPORT #1547 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north Dinfo d location and distance to nearest road. Parcel I.D. Please print a Revie y Date Personal information you provide may be used ry p Law, .15.0 4(1)(m)). /z (� d Property Owner DEC Pr perty Location Orr, Leon 20 G vt.Lot N 1/4, N 1/4, S14,T31N, R18W Property Owner's Mailing Address ST, L t# Block# Subd.Name or CSM# 19161 Echo Lane CRO/X COUNT 4 Eagle Ridge City State Zip Code umber City j Village Town Nearest Road Farmington MN 55024 651-334-7574 Star Prairie 220Th Ave. New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Flood plain elevation,if applicable 53.87' ft. General comments '�'� �''k-• �' �'�� •0,1 ftd Ae4 Ge.�..•.� 8.3.�'f— Z and recommendations: Area is suitable or a pressure distributed in-around systerfi with a 0.5/gpd/sgft rating. Possible system elevation for Area 1 is 91AUF I�iV ust maintain 60"separation. — FTI Boring# � Boring Pit Ground surface elev. 95.18 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-6 10yr4/4 none grsl 2fsbk mfr gw 2vf .6 1.0 2 6-115 10yr5/4 none grcos Osg ml ---- ------ 7 1.6 It b Boring# Boring Pit Ground surface elev. 96.38 ft. Depth to limiting factor 125+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10yr4/3 none grsl 2msbk mfr cs 2vf .6 1.0 2 9-24 10yr5/6 none vgrcos Osg ml gw 1vf .7 1.6 3 24-125 10yr5/4 E;non;e xgrcos Osg ml ---- ------ 5bc 5b , Coarse fragments were checked with hand haken sieves,from 24-125 inches,coarse fragments were 70%by volume. *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 Name(Please Print) Signature: 4 CST Number Thomas J. Schmitt ; 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/25/2006 715-247-2941 .,. SBD-8330(R.07/00) Page 3 of 3 Conducted by: Conducted For: ' Schmitt Soil Testing Inc. Name: Leon Orr Thomas J. Schmitt, CST 227429 Address: 19161 Echo Lane 1595 72nd St. City, State, Zip: Farmington, MN 55024 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Eagle Ridge Signatur j Lot No.: _ Date d/ /—7 S-- / 6' Legal Description: NE 1 A N W 1/4 S 14 T31 N RI 8 W ® Backhoe pit Township, County: Star Prairie, St. Croix ®Bench Mark El. 100.00' Tog of 2"pvc pipe Alternate Bench Mark El. 9f, IS `top of A•/P � p Slope= f i 5307 Scale 1" =40' Y t r` \ i b*' 00 Y \\II\\\\1\\\\\ \ ' , -� '••\ .. •• \ 1 WMAIN It It W 1 �� 111\i`II\\�1\ ��•\ / � • • � ��\\�`.�` .i� •, `•• (•� . 1 `\\\�\\\\\ 111111\II\\1\N ago _�' \ ..1.1. \ Z,� �\� l/� , J // iii/�// \ �\\ \ \�.��/�tf f l�h� l � \ I• \\ \\ � \ it \ I v /•¢�' / \ � \vim/ /'; .\\�\�\\�\�\ \\ .I• \������\ �\\\\\� \ \\ .._. j; 1 1 X11 / / V �• � �'. \\�\������. / FLOOD \ \ \\ \ \' / EL"876 7 SOIL EVALUATION REPORT P h) #1548 NVIsconsin Page 1 of 3 Department of Commerce in accordance with Comm 85,Wis.Adm.Code c�nmitt Soil Testing,Inc. Division of Safety and Buildings County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and parcel I.D. percent slope,scale or dimensions,no and[l�ocation and distance to nearest road. Please prim all in�daii�vED Review By Date Personal information you provide may be u for secondary purposes(Privacy s.15.04(1)(m)). Ti �3 D Property Owner DEC — 006 roperty Location Orr, Leon ovt.Lot N1114, N4114, S14,T31N, R18W Property Owner's Mailing Address CROIX COUNTY of# Block# Subd.Name or CSM# 19161 Echo Lane 5 Eagle Ridge City State Zip Code Phone Number City ❑Villages Town Nearest Road Farmington MN 1 55024 1 651-334-7574 Star Prairie 1 220Th Ave. N New Construction Use: Z Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD El Replacement ❑ Public or commercial-Describe: Parent material Outwash ,'Flood plain elevation,if applicable 55.60' ft. General comments /his Gaw►w 13.47' Z- and recommendations: Area is suitable for Lressur e dis i ted in-around system with 0.5 gpd/sgft rating. Possible system and recommendations: Area is suitable for a elevation for Area 1 is 95.80'. Must maintain 60"separation. ❑Boring# ❑ Boring El pit Ground surface elev. 98.84 ft. Depth to limiting factor 125+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 -Eff#2 1 0-9 10yr3/2 none sl lmsbk mfr as 2c,2f .4 .7 2 9-18 10yr4/4 none sl 2msbk mfr gw 2m,2f .6 1.0 3 18-28 10yr4/6 none girls Osg ml gw ivf .7 1.6 4 28-44 7.5yr5/6 none xgrcos Osg ml gw ------ .5bc .5b 5 44-125 10yr5/4 none xgrcos L: Osg ml ---- ------ .5bc .5b Coarse fragments were checked with hand shaken sieves,from 28-125 inches,coarse fragments were 72%by volume. b ( y 4� 3 a Boring Boring# Z pit Ground surface elev. 98.84 ft. Depth to limiting factor 120+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2 1 0-12 10yr3/2 none grsl 2fsbk mfr as 72c,2f .6 1.0 2 12-17 10yr4/4 none grsl 2msbk mfr gw 1.0 3 17-98 10yr5/4 none xgrs Osg ml cs .5b 4 98-120 10yr5/6 none grS Osg ml ---- ------ .7 1.6 Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5 S30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt `"' •✓ ~ �'" 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/25/2006 715-247-2941 SBD-8330(R-07/00) Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Leon Orr Thomas J. Schmitt, CST 227429 Address: 19161 Echo Lane 1595 72nd St. _ City, State, Zip: Farmington, MN 55024 New Richmond, Wl. 54017 Phone: 715-247-2941 � Subd.Name: Eagle Ridge Signature -_' Lot No.: _ Date 1'f / „7.5�/ t✓Ea Legal Description: NE 1/4 NW 1/4 S 14 T31 N 18W ® Backhoe pit Township, County: Star Prairie, St. Croix j ®Bench Mark El. 100.00' Tog of 2"pvc pipe _ 'IC 0 Alternate Bench ar El. ; —top of,( j' Slope= '- Scale 1" =40' / 1 ` i 13` � 7S-i CP NM OR Itor AIR �� �jam•_Wool � � •f. I I; \ A 30M 000 CD I \ ' 111\\\\i\\\1 \• / ) `. .� � _ 1\ . \1j1\\\\\�\ \\ \ ,I _ \ ..1.1. I d F- ell r i 1� ��1\� ��c�\�\\\\\\\ •\ � `- — �°° 111 I i I I: \ \ �'• // // /i�\\�\�,,. \�\\,.�\�iii%�>>.� / I � I \ i/�f�/ /l � ill �fii� � �.,�/ �.•�����\\ �\� IN / FLOOD EL 876.7 Visconsin SOIL EVALUATION REPORT - #1549 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings mitt Soil Testing,Inc. Attach complete site plan on paper not less than 8'/x 11 inches in size. Plan must County St. Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel IPlease print all information. Revi Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Z �� Property Owner RECEIVED Property Location Orr, Leon Govt.Lot E1/4, W1 S14,T31N, R18W Property Owner's Mailing Addres Lot# Block# Subd.Nam or CSM# 19161 Echo Lane DEC 0 1 2006 6 Eagle Ridge City Sate Zip Code Phone Numbe ST.CROIX COUNTY ❑ City ❑Village ❑ Town Nearest Road Farmington I tlN 55024 651-334-75L4 Star Prairie 220Th Ave. ❑New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash ,,y Flood plain elevation,if applicable 52.75' ft. r General comments 44 / Gowwti g3• �-Z and recommendations: Area is suitable for a pressure dist'buted in-ground system with 0.5 gpd/sqft rate. Possible system elevation for Area 1 is . ust main ain separa I . u� i F-11 Boring# El Boring ❑ Pit Ground surface elev. 98.85 ft. Depth to limiting factor 118+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *EW2 1 0-11 10yr3/2 none sl 2fsbk mfr as 2m,2f .6 1.0 2 11-17 10yr4/3 none grsl 2fsbk mfr gw 2vf 6 1.0 3 17-33 10yr5/6 none vgrs Osg ml a lvf 7 1.6 4 33-71 10yr5/4 none vgrcos Osg ml gw ------ 7 1.6 5 71-118 10yr5/6 none grs Osg ml ---- ------ 7 1.6 bO Boring# ❑ Boring ❑ Pit Ground surface elev. 99.10 ft. Depth to limiting factor 120+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. * *Eff#2 1 0-8 10yr3/2 none sl 2fsbk mfr as 2m,2f .6 1.0 2 8-17 10yr4/4 none vgrsl 2msbk mfr gw 2vf 6 1.0 3 17-35 10yr5/6 none vgrs Osg ml cs lvf 7 1.6 4 35-71 10yr5/4 none vgrcos Osg ml cs ------ 7 1.6 5 71-120 10yr5/4 none xgrcos Osg ml ____ 5bc ------ .5b Coarse fragments were checked with hand shaken sieves,from 71-125 inches,coarse fragments were 70%by volume. • � It � it ��6�� *Effluent#1 =BOD 5>30<220 mg/L and TSS> 0<150 mg/L *Effluent#2=BOD,<30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/25/2006 715-247-2941 SBD-8330(R.07/00) ' h Conducted by: Conducted For: Page 3 of 3 Schmitt Soil Testing Inc. Name: Leon Orr Thomas J. Schmitt, CST 227429 Address: 19161 Echo Lane 1595 72nd St. City, State, Zip: Farmington, MN 55024 New Richmond, Wl. 54017 Phone: 715-247-2941 r Subd.Name: Eagle Ridge Signature:. 1 Lot No.: 4 Date --/ 8— Legal Description:, SWl/4 SE1/4 S11 T3 IN RI 8W M Backhoe pit Township, County: Star Prairie, St. Croix ® Bench Mark El. 100.00' Top of 2 pvc pipe A Alternate Bench Mark E1.,/0�):t✓M top of PI/c, Pi�a C Slope= Scale 1'" =40' s- A i.2' - -� j�_ (V V� { P \-.---�.,� \\^ I Iii N,\ NJ _ of Mx i \ \ \\ �17' \\\\\\RK \\\\\\ ' •'' •• A rA I ` i \\ \� � / ( \� tea► 00 ��\�\\\\\\\ \ � � \ ` � �, 1 I-N. \ \\\ \\\ \\\\ \ I N\ TOW `VI�• � scons/n SOIL EVALUATION REPORT #1550 Department of Commerce in accordance with Comm 85,Wis.Adm.Cod Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Plea 11 infonnadon. RevievA By Date Personal information you provide r ay be JRfiGfijYfi©oses( rivacy Law,s.15.04(1)(m)). L Property Owner Property Location Orr, Leon DEC Govt.Lot SW1/ , SE1/4,S11,T31N, R18W Property Owner's Mailing Add s Lot# Block# Subd.Name or CSM# 19161 Echo Lane ST.CROIX CO 7 Eagle Ridge City State Zip Code PhonjNum r City ❑Village ❑ Town Nearest Road Farmington MN 55024 1 651-334-7574 Star Prairie 1 220Th Ave. ❑New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Flood plain elevation,if applicable 58.80 ft. General comments and recommendations: Area is suitable for a conv2q%Qnem with a2;6 jpd/sqft rate. Possible system elevation for Area 1 is 95.70' ,� E-X �� Boring# ❑ Boring ❑ Pit Ground surface elev. 98.30 ft. Depth to limiting factor 76 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 REfr#2 1 0-7 10yr3/3 none sl lmpl mfr as 2vf .4 .6 2 7-16 7.5yr4/6 none sl 2msbk mfr gw ivf .6 1.0 3 16-29 7.5yr4/6 none grs Osg ml gw ------ .7 1.6 4 29-76 10yr5/4 none grs Osg ml Cs ------ .7 1.6 5 76-90 10yr4/6 m2d 7.5yr6/8 fsl lmsbk mfr ---- ------ .2 .6 7.5yr6/2 5. 70 u � �.L Boring# F-1 Boring ❑ Pit Ground surface elev. 99.20 ft. Depth to limiting factor 104+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 1 0-18 10yr3/3 none I 2fsbk mfr Cs 2vf .6 .8 2 18-31 10yr4/4 none I 2msbk mfr gw 1vf .6 .8 3 31-57 7.5yr5/4 none vgrcos Osg ml gw ----- .7 1.6 4 57-104 10yr5/4 none grins Osg ml ---- ------ .7 1.6 Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<_30 mg/L and TSS s30 mg/L CST Name(Please Print) Signature: �j CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing,Inc. , Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/24/2006 715-247-2941 SBD-8330(R.07/00) Property Owner Orr, Leon Parcel ID# Page 2 of 3 Boring# [] Boring ✓ El Pit Ground surface elev. 98.22 ft. Depth to limiting factor 70 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-6 10yr3/2 none sl 2fsbk mfr as 1vf .6 1.0 2 6-12 10yr4/6 none sl 2msbk mfr gw 1vf .6 1.0 3 12-16 7.5yr4/6 none Is lcsbk ml gw ivf .7 1.6 4 16-23 7.5yr5/4 none grls Osg ml gw ------ .7 1.6 5 23-70 10yr5/6 none grs Osg ml cs ------ .7 1.6 6 70-80 10yr4/6 m2d 7.5/26/E fsl 7.5/26/2 lmsbk mfr ---- ------ .2 .6 Boring# Boring Pit Ground surface elev. 99.25 ft. Depth to limiting factor 96+ 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#t *Eff#2 1 0-13 10yr3/3 none sl 2fsbk mfr as 1vf .6 1.0 2 13-20 7.5yr4/6 none sl 2msbk mfr gw ivf .6 1.0 3 20-26 7.5yr4/4 none grsl 2msbk mfr gw ------ .6 1.0 4 26-96 10yr5/4 none grcos Osg ml ---- ------ 7 1.6 7d 41 Boring# [] Bo ring Z Pit Ground surface elev. 98.15 ft. Depth to limiting factor 98+ 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#t *Eff#2 1 0-12 10yr3/2 none sl 2fsbk mfr cs 2vf 6 1.0 2 12-35 10yr4/4 none sl 2msbk mfr cs lvf 6 1.0 3 35-41 7.5yr4/6 none sl 2msbk mfr gw ------ 6 1.0 4 41-60 7.5yr5/4 none vgrs Osg ml gw ------ 7 1.6 5 60-98 10yr5/6 none grcos Osg ml ---- ------ 7 1.6 70 "Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS a 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or SBD-8330(R07/00) need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. Schmitt Sal Testing,Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing-Inc. Name: Leon Orr Thomas J. Schmitt, CST 227429 Address: 19161 Echo Lane 1595 72nd St. City, State, Zip: Farmington, MN 55024 New Richmond, Wl. 54017 Phone: 715-247-29f41 Subd.Name: Eagle Ridge signature.,,,� A --,- --- Lot No.: Date fl / ?Y / C? Legal Description:, SWl/4 SE1/4 S11 T3 IN RI 8W M Backhoe pit Township, County: Star Prairie, St. Croix ® Bench Mark El. 100.00' Top of 2 pvc pipe A Alternate Bench Mark El. &f,S'S top of .2'' A/c P.4;0C Slope= Scale 1"=40' It \ gew bq !z fJ c 4b--- lit f � \ IIb III I i/ �r � •�� / �� � � I it �� - /1 i �I f .. .. ....... ........ ... .. .. .. .....�. ............. I \� CL- IL \ � I I r —' • �-- `�— � y � I W i I • z o :•• / i G ��rZ r1-1'- N n a a t i \\ �..- 'Via.... •....,;,?_.,�`„� r�•:�,'....,' ,.... rr,1,. .��.!.;.,,. .-- � \\ L4 1\ 11N AL "�ti. .�... :—'"�•-"^.:..�..'''�^ -� �. .�. � ,fig-,may. �y� \v\ � `wisconsin SOIL EVALUATION REPORT #1551 Department of Commerce in accordance with Comm 85,Wis.Adm.Code - -Dage 1 of 3 Division of Safety and Buildings Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and St. Croix percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel 1. . Please print nformation. Personal information you provide may be uselfor s Revi By Date s.15.04(1)(m)). Property Owner P pert,Location Orr, Leon !.Lot SW1/ , SE1 4, S11,T31N, R18W Property Owner's Mailing Address t# Block# Subd.Name or CSM# 19161 Echo Lane S 8 Eagle Ridge City State i Code Phone i' [-1 City [:]Village M Town Nearest Road Farmington I MN 55024 - Star Prairie 220Th Ave. New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial-Describe: Parent material Outwash General comments Flood plain elevation,if applicable 63.27 ft. and recommendations: Area is suitable for a conventional system with a 0.7gpd/sqft rating. Possible sys m elevation for Area 1 is 96.30'. ❑Boring# [] Boring Pit Ground surface elev. 98.88 ft. Depth to limiting factor 104+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none sl 2fsbk mfr as 2c,2vf .6 1.0 2 10-21 10yr3/3 none grsl 2msbk mfr gw 2vf .6 1.0 3 21-29 10yr5/4 none grls Osg ml gw 1vf .7 1.6 4 29-82 10yr6/4 none s Osg ml gw ------ 7 1.6 5 82-104 10yr5/4 none cbcos Osg ------ .7 1.6 36.9b Boring# U Boring Pit Ground surface elev. 100.98 ft. Depth to limiting factor 110+ in. Horizon Depth Dominant Color Redox Description Soil Application Rate in. Munsell p Texture Structure Consisten Boundary Roots GPD/ft' Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-8 10yr3/3 none sl 2fsbk mfr as 2m,2vf .6 1.0 2 8-16 10yr4/3 none grsl 2msbk mfr gw 2vf .6 1.0 3 16-27 7.5yr5/4 none grls Osg ml 9w 1vf J 1.6 4 27-42 10yr6/4 none s Osg ml cs ------ .7 1.6 5 42-80 10yr5/6 none grcos Osg ml cs ------ .7 1.6 6 80-110 10yr6/4 none , s Osg ml R 'I I to Z.I(p *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS a.30 mg/L CST Name(Please Print) Signature Thomas J.Schmitt CST Number 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/24/2006 715-247-2941 SBD-8330(R.07/00) Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Lean Orr Thomas I Schmitt, CST 227429 Address: 19161 Echo Lane 1595 72nd St. City, State, Zip: Farmington, MN 55024 New Richmond, IM. 54017 Phone: 715-247-2941 ® Subd.Name: Eagle Ridge Signature Lot No.: 9 Date / ty' / ® Legal Description: SW1/4 SE1/4 S11 T31N R18W Backhoe pit Township, County: Star Prairie, St. Croix ® Bench Mark El. 100.00' Top of 2" pvc pipe /'� Q Alternate Bench Mark El. fl/: 3' ` top of f r� .�7� �f»' ( y".°f� zj '�'e`�`�� Slope= VScale V =40' WAI 5 Z)/� Cf / ,• l de Sae- Conducted by: Conducted For: Page 3 of 3 Schmitt Soil Testing Inc. Name: Leon Orr Thomas J. Schmitt,CST 227429 Address: 19161 Echo Lane 1595 72nd St. City, State, Zip: Farmington, MN 55024 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Eagle Ridge Signature `' '� e , .zi Lot No.: Date Legal Description: SWl/4 SETA S11 T3 IN RI 8W N Backhoe pit Township, County: Star Prairie, St. Croix ® Bench Mark El. 100.00' Top of 2"pvc pipe A Alternate Bench Mark El. O/ 16r" top of a "/al�L Slope= O'k Scale 1" = 0' 1 �Lj 1' 9 63 .05 tpd r� I� B� A a� \ I . . \ \ 6 * 12 to 4 � Ak I III / 16d I J tl .4............... . / _ I ! IL Lu II I 11A /'•• ' I W I o :Y i > / QQ Ze if C4 LLOO L• ....... . 0 o r �•I - 11 � I� II r/ / / / / J / \ � t \\N / \\ A, — `•�� ; I ed � �� �IS, cam• �== _ � _ �..� IfAsconsin SOIL EVALUATION REPORT #1553 Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Division of Safety and Buildings Schmitt Soil Testing,Inc. Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County include,but not limited to:vertical and horizontal reference point(BM),direction and St. Croix percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I. Please prnt al information. Date Personal information you provide may be t 3ed for rivacy I aw,s.15.04(1)(m)). �L �t3 Property Owner L YY CC LL JJ Property Location Orr, Leon Govt.Lot SW1/ , SE1/4, S11,T31N, R18W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 19161 Echo Lane 10 Eagle Ridge City State ip Code one umber ❑ City GI Village M Town Nearest Road Farmington MN - - 574 Star Prairie 1 220Th Ave. M New Construction Use: Z Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Flood plain elevation,if applicable na tt. General comments f}3 Go,n.� $3.i�� - Z, and recommendations: Area is suitable for a ressure distributed in- round system with a OA /sgft rating. Possible system elevation for Area 1 is 94.5 '.Must maintain 60"separation: A�o o R s a a.0 6L F_1� ' Boring# �l Boring a. Pit Ground surface elev. 98.38 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/tt2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#f *Eff#2 1 0-13 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 13-21 7.5yr4/6 none sl 2msbk mfr cs ivf 6 1.0 3 21-28 7.5yr5/4 none vgrls icsbk mvfr cs ivf 7 1.6 4 28-56 10yr5/4 none vgrs Osg ml cs ------ .7 1.6 5 56-76 10yr5/4 none vcbcos Osg ml cs ------ .7 1.6 6 76-115 �10yr5/4 nonenone xgrcos Osg ml ---- ------ 5bc 5b s w- .(�,2i./�*_�� G.J/c. ��-N',f"%c-/' yo., i}7Hnr -C.r., �/.S c' s-v Boring Boring �O'Sl�n I b lv.5 I p �Go' rn 2a f i c�c.-,� "7c ';'. A7 y.- g Pit Ground surfa4 elev. 97.68 tt. Depth to limiting factor 118+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#� *Eff#2 1 0-19 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 19-26 7.5yr4/6 none sl 2fsbk mfr gw ivf .6 1.0 3 26-31 7.5yr4/4 none Is imsbk mfr gw ------ .7 1.6 4 31-41 7.5yr5/6 none „ cos Osg ml cs ------ .7 1.6 5 41-46 7.5yr5/4 i none grcos Osg ml cs ------ .7 1.6 6 46-95 10 6/4 a none s Osg ml gs ------ 7 1.6 7 95-118 10 r5 3`� none vgrs Osg ml ---- ------ .7 1.6 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt � , 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 11/24/2006 715-247-2941 SBD-8330(R.07/00) The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or SBD-8330(R.07/00) need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. Sdimitt Soil Testing,Lac. Conducted by: Conducted For: Page 3 of 3 • Schmitt Soil Testing Inc. Name: Leon Orr Thomas J. Schmitt, CST 227429 Address: 19161 Echo Lane 1595 72nd St. City, State, Zip: Farmington,MN 55024 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Eagle Ridge signature-l�t.�.-w./, Lot No.: /r® Date //' o�i/ /G'� Legal Description: S W l/4 SE1/4 S 11 T3 IN R18 W Backhoe pit Township, County: Star Prairie, St. Croix ® Bench Mark El. 100.00' Top of 2"pvc pipe A Alternate Bench Mark El. /0/.37` top of ADZ Slope= _ �1 Scale 1" =40" W , 76` f 981 r ' ! I I/ J I� 14, \ 610 r��2 / �" •, . `:. �At� _____ �• :AI CC / , \ A I II I / / 7 I CL us 1 CL z � I W I I t I g ► C / -- -- O d Nm N J 0N F- H / m W o c ra w �• I � � � Ij II � / / ......... ........ � Is, i= .•4-. -;�•ti._;,_,�.�.,+""..-•,.-^�:,.r,} .�•�`� ^�,. ..J��f��,,,,,,,�;..�:: —_� _ -��\tip—~_ — � .+i."'_ �.'�.'�\ -+�:'.._':r�..:r.•^+-",.,ter.. 'rr"._: Y'�::. \��... `�:..1.!R`'`\..�:�: — .� _� _ \� _ #1554 SOIL EVALUATION REPORT ' Page 1 of 3 lVisconsin Department of Commerce in accordance with Comm 85,Wis.Adm.Code -- ---- - Schmitt Sod Testing,Inc. Division of Safety and Buildings County St.Croix Attach complete site plan on paper not less than 8'/s 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. Review Date Personal information you provide may be used for secondary purposes(Privacy Law,S.15.04(1)(m)). Property Location RECEIVED Property Owner Govt.Lot SW1/4, 1/4,S11,T31 N,R1 8W Orr, Leon Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# DEC 0 1 2006 11 Eagle Ridge 19161 Echo Lane Town Nearest Road City Stat Zip Code Phone Number L] City � Village �� ST.CROIx Ou T Star Prairie 220Th Ave. Farmington M 55024 6�1-3NT- 574 E�New Construction Use: Residential/Numboms 3 Code der ived design flow rate 450 GPD [�Replacement Public or commecribe: Parent material out Flood plain elevation,if applicable na_____-ft• General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is(step trenches)high trench 87.0%low trench 88M Boring# [-] Boring pit Ground surface elev. 91.20 ft. Depth to limiting factor 125+ in. Soil Application Rate Structure Consistenc Boundary Roots Horizon Depth Dominant Color Redox Description Texture *Eff#1 *Eff#2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-8 10yr3/2 none sl 2msbk mfr as 2f 6 1.0 2 8-13 7.5yr4/6 none grsl 2msbk mfr cs ivf .6 1.0 3 13-21 7.5yr5/4 none 9rcos Osg ml cs --- 4 21-28 10yr6/4 none s Osg 5 28-62 10yr5/4 none vgrcos Osg ml a ------ 6 62-125 10yr6/4 / none grcos Os9 ml ---- ------ .7 1.6 �7 'l 2 Boring# Boring 5b ❑ Ground su ce elev. 91.20 ft. Depth to limiting factor 115+ in. Soil Application Rate 'Z' P it Structure Consisten Boundary Roots GPD/ft' Horizon Depth Dominant Color Redox Description Texture *Eff#1 *Eff#2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 1 0-13 10yr3/1 none sl 2fsbk mfr as 2f .6 1.0 2 13-30 10yr4/3 none sl 2msbk mfr gW 2vf .6 1.0 9 3 30-39 7.5yr5/4 none v rls lcsbk mfr a ------ .7 1.6 4 39-83 10yr5/6 none grs Osg ml cs 5 83-115 10yr6/4 none s Osg ml ---- ------ .7 1.6 D•� "Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS S_30 mg/L Signature: / CST Number CST Name(Please Print) g 227429 Thomas J.Schmitt f Date Evaluation Conducted Telephone Number Address Schmitt Soil Testing,Inc. 11/24/2006 715-247-2941 1595 72nd Street New Richmond,WI 54017 SBD-8330(R-07/00) Ica,acv N.Wulluflu,YYI CYiu 1! 1 UL`f/GVUp 15-Z47-"1941 SBD-8330(R.07/00) -V—* —J -