HomeMy WebLinkAbout030-2161-06-000 G ST- Z0 14-00 S7--
SOIL EVALUATION REPORT #2794
' S P S Decartmenl of Safety and Professi ;nal Services Page 1 of 3
Div'sion of Safety and Buildings Geo Tech Soil 8 Site Evaluation. LLC
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 81rz x 1 " inches in size Plan must t. Cr ix
rclude, but not limi*,ed to: vertical and horizontal refe'ence point d3M), direction and OV7 02, 09 IW,7 W=0-1 v/ t*-0j!A0
percent slope, scale or dimensions, north arrcv;, arc k cat on and d stance to nearest road Parcel I.C. AR EI Y GD
Please print all information. G1 Y
Reviewed By Date
rersoral information ycu provice ray to used for secondary pu'poses ir'r vacy Law, s 15 0» r 1) 11- /,,0 <6 177nis P'ope'ty Owner Property Location
HARTMAN HOMES Govt. Lot NW1!4 4 T , R 2 0 W -&E I Property Owner's Mailing Address i Lot # Block # Subd. 1`04Rlp11 DEVELOPMENT
744 RYAN DRIVE #102 6 ORCHARDS OF ST. CROIX
City State 7 p Code Phone Number F- City I-] Village Ex~ Town Nearest Road
HUDSON VVI 54016 715-377-1555 St.Joseph y '6j 25TH STREET
New Construction Use Residertial, Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement i Publ c or commercial - Describe: NA
Parent material GLACIAL TILL Flood plain elevat!on, if app icable NA ft
General comments A portion of the origira site was fi ledlcompacted. Additional b--ing completed and relocated contour. Sire requires a 18' sand fill
and recc nmerdat ors: mound rornponenl. Maximum basal SLR. = 0 4 (e`f 4-1. hse 7% des gn slope at f egged conoou'. p
L S l( !tti (c. ~,I f--~ {SS BILE 74
Boring # l Boring - -
-Pt t Ground surface elev. 98.40 ft Oep~h to limiting factor 25 in. Soil Application Rate
Ho-izon Depth Dominant Color Redox Description Texture Structure i Consistent Boundary Roots GPDift'
in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. •Eff# 'Eff#2
1 0-8 I 10YR 3/2 SIL 2 M SBK MVFR CS 1F 0.6 0.8
---r-- -
2 8-19 7.5YR 4/3 SIL 1 C SBK MVFR-FR GS IF 0.e 0.6
3 19-25 7.5YR 3J4 SICL 2 F-M SBK MFR GS
4 25-33 5YR 4/4 F2D 10YR 6/3 GRSCL OM MFR - 0.0 0.0
S
Boring
F2 Boring u _
Pit Ground sir'ace elev 96.60 ft. Depth to ir1 Ling factor 18 in. Soil rapplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPDrft'
in. Mur.sell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'E".2
1 0-4 IOYR 3/3 SIL 1 C SBK MVFR CS IF 0.4 0.6
2 4-10 10YR 4/3 SIL 1 C SBK MVFR-FR GS IF 0.4- 0.6
3 10-18 7.5YR 4/4 SICL 1 M SBK MFR CS IF 0.2 0.3
4 18-30 7.5YR 4;4 F3 j DSYR 5 86,3 GRSCL 2 M ABK MFR - 0.4 0.6
No.3 with C2D 10YR 5(2 3 silt coats.
Effluent #t = BOD5> 30 < 22" mgI and -SS >30 < 150 mgrL ' Effluent #2 = BODS ~.30fqA and TSS < 30 mg!L
CST Name (Please Print) Signature' _ CST Number
V,Iilliam J. Bergh 227819
Address Geo Tech Soil 8 Site Evaluation, LLC Dat Evaluation Conducted Telephone Number
1109' 30th Avenue Chippewa Fads. WI 54729 312014 715-577-6838
'roperty ~a:ner HARTMAN HOMES Parcel ID # Page 2 of 3
3 ] r Boring
Bo ing # Pit Ground surface elev. 98.40 ft Depth to limiting factor 16 in Soil Application Rate
Horzon Depth Dominan: Color Redox Descrption Texture Structure Consistence Boundary Roots GPDfI'
in. Mursell 0u. Sz. Cont Color Gr. Sz Sh I Eff>Y1 Effu2
1 0-7 10YR 3/3 SIL 1 C SBK MVFR CS 1F 0.4 0.6
2 7-12 10YR 4/3 SIL 1 C SBK MVFR-FR GS IF 0.4* 0.6
3 12-16 7.5YR 4/4 SICL 1 M SBK MFR CS IF 0.2 0.3
4 16-26 7.5YR 4/4 F3,F-D 1CYR 5/3 GRSCL 2 M ABK MFR - 0.4 0.6
7.5YR 5/8
I
y No.3 v:ith C2D 10YR 5/2-3 silt coats,
Boring
4 B-r.ng # Pit Grounc surface elev- 100.00 ft. Depth to limiting fader 25 1n Soil Appl cation Rate
Horizer Depth Dominant Color Redox Descripi;on Texture Structure Consistence' Boundary Roots GPDift'
in. Munsell Cu. Sz. Cont. Color Gr- Sz. Sh- -Effut •Eff#2
1 0-8 10YR 3,12 SIL 2 M SBK MVFR CS IF 0.6 0.8
2 8-19 7.5YR 4/3 SL 2 C SBK MFR GS IF 0.6 0.8
3 19-25 7.5YR 3/4 SL-SCL 2 M SBK MFR GS 0.4 0.6
4 25-33 5YR 4/4 F2D IOYR 6/3 GRSCL 0M MFR 0.0 0.0
I
F-1 fF- Boring
Boring # Pit Ground surface elev. f;. Depth to I miting factor in. Soil App icatien Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 4 GPDrft'
in. Munsel Qu. Sz. Cont. Color G,. Sz. Sh HTt Efffi2
- i -
ji
Effluent = BODS> 30 < 223 mgt and -SS >30 < 150 mg!L ' Ef`luerr. #2 = BOD` < 30 mg~L and TSS <-K mg'L
The Department of Safety and Pro'escional Sern iiese is an equal orrorwnit. ;,•rvice pro idor and employer. If you need assistance to
access services or need material in an allernax tOrmai, contact the department at 608-266-3151 or TTY through Relay.
s D-81 707th iR I I tl r',cs: Tech Sell & site Evaiuation, LLC
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.1!.FE55 Si'?M1'4 OTHE 3J~ Si WILLIAM J. BERGH
V+'ISCONSIN CERTIFIED SOIL TESTER
DESIGNER OF ENGINEERING SYSIFM/S
CCSTONIER ID 227919
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THE INFORMATION CCTTTAF&D AATTI'N -HE
ATTACHED SOIL Ii IS NOT TO BE USED
TO DE-ERMINE THE Si UTY AND'OR 'YML
6 EP-N OF ANY PROPOSED FOJNOATICNS.
THIS FONTS :OMPONENT 15 NGr OF9dNFO
TO HE ~EIVE THE ACC/TIONAL WAI ER
GEtERATEG FROM ANY WATER 'HLAIMFNI
D'_'/ICFS.
BUILDING SEWER MUST COMPLY
WITH SPS 382.30 WAC (11)(C)
LOCATION OF WELL MUST COMPLY
WITH WDNR CHS. NR 811 & 812
BENCHNAARK ELEVATION = 100.0'
- 3AST OF EITHER FENCEPOST
n LOCATICN CF SOIL BORINGiSI
❑ LOCATICN OF SOIL PITS)
Tk NO APPARENT SPS 383.43 SETEACKS
® DESCR BED LOCATION OF LOT LINE
(D LOCATION OF RIGHT-OF-WAY
Q CENTERLINE OF DESCRIBEC ROAD
Hr:;isL of QV: V LNIS GEO TECH, LLC ORCHARDS OF ST. CROIX
Ih s cocumen: nas peen oe•.elcxd fora spe;fk JOBSITE INFORMATION:
a cpT.csoonananoilci use. Trerelomnmay 11091 30TH AVENUE HARTMAN HOMES NW-SE-24.30-20W
LOT #6
rmteused wov%i:rewroenRacMrvNof CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP
Gee Torn LLC Unapproved use is L-e sde PH: 1715)577-6838 FAX: (888}456-8573 PLOT PLAN
'esponsib I lv u'Qme mla0ul zed ow HOUTTON, WI ST. CROIX COUNTY, WI
email: billy@wasiewaterpros.com PARCEL DESCRIBED AS 4.2 AC
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'11'ISCCNS N -ERT -IED SOIL TES-ER
CESIGIJER OF ENGINEERING SYS"C61S
CUSTOI, ER ID 227819
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ATTACHEC SOIL REPW IS NOT'U tlF U.1)
TO CF TEHMINF THE WlIAn I ITI AYT DR
1)-t'TH DF ANY Ffi OMMFD F0,14DATICNS.
THS RCN-3_OMPONENT I$ NICT DESIGNED Jf;; Lfd~LL L1.=iTJ.
TD RECE IVE THE ACCT'IDNAL WATER
GENIERATE- FROM ANY WATER'P.EATME4T -
J'_'4CE5. -
BUILDING SEWER MUST COMPLY \
WITH SPS 382.30 WAC (11)(C)
LOCATION OF WELL MUST COMPLY
WITH WDNR CHS. NR 811 & 812
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BENCHMAR< ELEVATIC\ ='00,0'
- 9AS= OF EITHER FCNCEPOST
o LOCATIOr, OF SOIL 60RINGlSj
o LOCATION OF SOIL PI-(S)
* NO APPARENT SPS 383.43 SE-BACKS
Q DESCR BED LOCATION CF LOT L NE
Q LOCATION OF RIGHT-OF-WAY
Q CENTFRLINF OF OFSCRIBFD ROAD
REJSE OF D CUMEN'S GEO TECH, LLC ORCHARDS OF ST. CROIX
Tr~sdxl e-trostee m,eicw1a-asre~'c JOBSITE INFORMATION:
atpitanenandMforgenera-l use Tnee'u'eit-ap 11091 30TH AVENUE HARTMAN HOMES NW-SE-2430-20W LOT #6
nr.teL dwTncuarewFiten a-Gp•oralr CHIPPEWA FALLS, WI 54729 25TH STREET ST. JOSEPH TOWNSHIP
4gn-=c- LLC I. raOCm.?d Asa-S h~ li- PH: (7151577.68.18 FAX. (889)4E6.8571 HOJTTON, WI ST, CROIX COUNTY WI PLOT PLAN
email: bllIyl3wastewaterpros.com PA ..CEL DESCRI3ED AS 4.2 A,,