The URL can be used to link to this page

Home My WebLink About040-1260-20-000 (3) Wisconsin Department of Safety �fessional Services Division of Industry Servi • r SOIL EVALUATION REPORT Page of 2 l oy �.� co dance w i aoith SPS 383,Wis. Adm. Code N-f County ST.CROIX Attach complete site%- on r' T ian 8 9/2 x 11 inches in size.Plan must include,but not limited,t� orizontal reference point(BM),direction and Parcel I.D. 040- 1260-20-000 percent slope,scab a4i.,d si ns,north arrow,and location and distance to nearest road. viewed b Date y0M-1v' please print all information. / Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04 1 7�0 � Property Owner Property Location y 0 a BRENT E.&JENNIFER A.WILBER Govt.Lot ----NE 1/4 NE 1/4 S 18 T 28 N R 19 E(or)W Property Owners Mailing Address L Block# Subd. Name or CSM# __ Deer Valley City State Zip Code Phone Number ty Village ■ Town Nearest Road ( ) NK Deer Valley Drive E] New Construction UseE] Residential I Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial-Describe: ft. Parent material sandy outwash Flood Plain elevation if applicable p�A General comments Conventional In-ground Trenches--loading rate and system elevation to be determined by licensed plumber. and recommendations: Additional borings required to move system out of construction area. Verified with Ryan Yarrington,Zoning /U-, fi Specialist. Previous report dated 6-4-99 is attached as part of this report. VIM 13 -7 aAe Boring Boring# Ground surface elev. 880.20 ft. Depth to limiting factor 130 in. [El pit Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ffF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 1 0-13 7.5YR2.5/2 - 1 3fsbk&gr mvfr cs 3vf-co 0.6 0.8 2 13-45 1 10YR2/2 -- 1 2fsbk mvfr cs 2vf-co 0.6 0.8 1 1 fabk dh cs 2vf-m 0.4 0.6 3 45-70 7.5YR414 � 1.6 4 70-130 7.5YR4/4 -- s Os dl -- 0.7 Horizon 4 has some gr.l% F Boring 880 40 136 Boring# Soil Application Rate ■ pit Ground surface elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *E in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 1 0-13 7.5YR2.5/2 -- 1 3f-ma&sbk mvfr cs 2vf-co 0.6 0.8 13-25 - 1 2fpr mvfr cs 2vf-m 0.6 0.8 2 7.5YR3/3 3 25-33 7.5YR3/4 sl 2fabk ds cs lvf-m 0.6 1.0 4 33-39 7.SYR3/4 -- is lmsbk ds cs lvf-m 0.7 1.6 5 39-.136 7.5YR4/4 -' cos Osg ml -- -- 0.7 1.6 Horizon 5 has some pockets of gr. 7:±- *Effluent#1 =BOD >30:5 220 mg/L and TSS>30:S 150 mg/L *Effluent 102=BOD <30 mg/L and TSS<30 mg/L Si CST Number CST Name(Please Print) 224832 Mary Jo Hu ert Hollister's Soil Testing&Design) Dawtvhfafion Conducted Telephone Number Address W9875 W9875 690th Avenue,River Falls,WI 54022 11 - 13- 14 SBD-8330(1107/13) 'Plea 0 NJ 1 0 oo LEA IQ 3 x Ytr � yo -0' rrr � � A W �. \ ♦ie..• cc LL W I X W � � V w�consinuepeuanencotlndusay, $OIL AND SITE EVALUATION REPORT Page i of 3 Labor w d Human Relations t)tvision of Safety 6 BuUnps in accord with ILHR 83.05,Wis.Adm.Code . FR;'IEWED Attach complete site plan on p-qw not less than a 112 x 11 inches in size.Plan rrwst induce,but rot limited to vertical and hwiz3rtai reference point(SAO,clifbft rraW%of slope,scale a I.D.# �dimensioned,north arrow,and'location and distance to nearest road; X 0-•100—l$APPLICANT INFORMATIOM-PLEASE PRINT ALL INF"MATIOBY DATE i PROPERTY OWNER: '+ . :.P LOCATION Derrick Cbrtstructi an, Inc. _. .LOT NE 1/4 NE 1/4,518 T 28 ,N,R 19 Nor)W PROPERTY OWNER-S MAILING ADDRESS 9 # BLOCK a SUBD.NAME OR CSM e 1505 Hwy #65 al'CROX CITY,STATE ZIP CODE ITY 1]1►If LAGS SOWN NEAREST ROAD d WI. 54017 f715) Tro . E. Cove Rd. [ New ConsWon Use 1,d Residential Nu t t Addition to existing building I 1 Replacement [ ) Public or commercial describe Code derived daily flow 600_9Pd Reoanmercded design loading rate .7 bed,gpolft2 •8 trench,9p& Absorption area required 853 bed,112 750 trench,ft2 Maximum design loading rate .7 bed.gpd/ft2 .8 trench,g;xW Recommended infiltrations surface Awation(s) An-97.6-B=96.3/95.20 ___ft (as referred b site plan benchmark) Additional design!site r,hfions na Parent material ou twash Flood plain elevation,t apoicable na it S-Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSI'9uI IN FILL. HOI.ONG TANK u=Unsuitable for r s ❑u CBS o u ®s ❑u s ❑u [IS o u ❑s au SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture structure � �� Roots GPD/ftd In. Munseil Ou.Sz.Cons Color Gr.Sz.Sh. Bed TWnch 1 ncsie .5 .6 mfr aw if .4 .5 Groixni 3 g Mi na na .7 .8 101. Depth to GZ6'h 3 ring factor +gti� 9M 8N Remarks: Boring# :' 1 10 10 r 3/3-- - none 1 2msbk mfr Cs 2f .5 .6 2 El 10-26 1 r 4 4 none sil 2csbk Mfr if .5€ .6 3 26-36 1 10 4/4 n l bk mvfr gy if •4' •�5' l0il 4 6-90 7.5 r 6 none L coo OSO Mi na na .71 18 DOO �r ingl0 bill factor +90" 1 t eY. Remarks: CST Names—Please Print C' L.Steal Plaae 715-246-6200 Address: 1554 2 ftzAv New RjLbMJM WI 54017 Signature: Date: 6-4-99 CST Number: mf]Q29f1 i Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety&Buildings in accord with ILHR 83.05,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 St. Croix not limited to vertical and horizontal reference point(BM);dir'ectiomaad%of slope,scale or PARCEL I.D.# dimensioned, north arrow,and location and distance to nearest road;,, ':�, 040-+e46-i79— APPLICANT INFORMATION-PLEASE PRINT ALL INF"MATION \ R VIEWED B� DATE PROPERTY OWNER: / PROQPERTY LOCATION Derrick Construction, Inc. ',G_Z.LOT NE 1/4 NE 1i4,S18 T 28 AR 19 IIXor)W PROPERTY OWNER':S MAILING ADDRESS 7999 Lov# BLOCK# SUBD.NAME OR CSM# 1505 H 5 'r '` t Valley CITY,STATE ZIP CODE PHO % ~ ITY ❑VILLAGE DOWN NEAREST ROAD New Richmond, WI. 54017 (715)2 - Troy E. Cove Rd. [ New Construction Use [X] Residential/Number_Qf� r ] Addition to existing building ( ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .7 bed,gpd/ft2 •8 trench,gpd/ft2 Absorption area required 858 bed,ft2 750 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 •8 trench,gpd/ft2 Recommended infiltration surface elevation(s) A=97.6—B=96.3/95.20 ft (as referred to site plan benchmark) Additional design/site considerations na Parent material outwash Flood plain elevation,if applicable na ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem [NS ❑U ®S ❑U [SS ❑U Z7S El L3S ❑U El M SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trerxh ':._..._..1 1 - 1 2msbk mfr cs 2f .5l .6 2 12-38 10 r 4/4 none sl lcsbk mfr qW if .4 I .5 Ground 3 38-96 7.5 r 4/6 none cos 0SQ1 ml na na .7 .8 elev. 101.6ft Depth to limiting factor a 4v,to� +96 , � f3y Remarks: Boring # 1 0-10 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 2 10-26 10 r 4/4 none sil 2csbk mfr 9W if .5 .6 .6 . 6 Ground 3 26-36 10 r 4/4 none 1 2 bk mvfr qw if elev. 4 36-90 7.5 r 4/6 none cos osq ml na na .7 1 .8 101.6 ft. Depth to limiting factor +90" ®Y Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200 v New Richmqod, WI 54017 Signature: Date: 6-4_99 CST Number: m02298 PROPERTYOWNER Derrick Construction SOIL DESCRIPTION REPORT Page of 3 PARCEL I.D.# 040-1070-10 Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourbary Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed jTrench 1 0-8 10 r 3 3 none 1 2msbk mfr cs 2f .5 .6 3' 2 8-21 10yr 4 4 none sl lcsbk mfr C1w if .4 .5 Ground 3 21-90 7.5 r 4/6 none cos oscf ml na na .7 1 .8 elev. 100.8ft. Depth to limiting - factor �-�- +90 , Remarks: Boring# 1 0-10 10 r 3/3 none 1 2msbk mfr gy 2f .5 .6 2 10-32 10 r 4/4 none sl lcsbk mvfr •w if .4 .5 Ground 32-84 na. na .7 .8 elev. 98.2 ft. — Depth to --- limiting 9 s.zti factor +84" 36/:?2 Remarks: Boring# 1 0-8 10 r 3/3 none 1 2msbk mfr 9w 2f .5 .6_ ................. 2 8-20 10 r 4/4 none is OSQ ml QW if .7 .8 Ground 20-84 ml na na .7 , .8 elev. 98.2 ft. Depth to 2 limiting factor +84" Remarks: Boring# Ground elev. i ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, Inch 1554 200th Ave. CSTM2298 NE4EN4 S18-T28N-R19w New Richmond, WI 54017 MPRSW-3254 town of Troy (715) 246-6200 lot #12-Deer valley This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. tr-1"=40' t top of 1" pvc pipe C el. 100.00' Alt. BM.= top of 1" pvc pipe C el. 97.95' i 3 �j Gary L. Steel 6-4-99