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SOIL EVALUATION REPORT #1883
S F S Depalmenr of Safety and arcressional Servi,xs Page 1 of 3
Division c` Seety and Buildings in accordant 1 OEI Adrn. Code Geo Tech Soil 8 Site Evaluation, LLC
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County
Attach complete si'e plan on paper net less tnan 81h x 11 inches -ir size. Plan must St Croix
include, but not lim ted to vertica and horizortal referent .6 ) ion and
percen*. slope, scale or dimensions, north arrow. and 'oca ntl drsst nearest road. Parcel I D
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Please print all information. Ud 0
Reviewed By Dare
Pe sonal in`c•rra6on you prcoce may to .used for secondary pt ~~6 A Q ~ 15 C4 !1) (m)) 6A_2#16v DAA17`~
Property Owner Property Location
HARTMAN HOMES Govt Lot NW114, SE1/4, S24, T30N, R20W
Property Owners l i Address Lot # Bock # Subd. Name or CSM#
744 RYAN DRIVE #102 11 ORCHARDS OF ST. CROIX
City State Zip Code Phone Number C ty ]Village 'own Nearest Road
HUDSON I WI 54016 715-377-1555 St.Joseph u{ 25TH ST S8~ E
New Construction Use: ( Residertial ; Number of oeoreoms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: NA
Paren; materal GLACIAL TILL _ Flood plain elevation, if applicable NA ft.
General comments Requires a '4" sand fil mourd con-mriert. Upslcpe edge of c stribution cell to be installed alorg the flagged 100.00' ground
and recommerdators: ,ccrtour MaxirruT basal SLR = 0.4 (eff #1;. Maximum '5% design slope at the flagged cortoi.r
W (L-C& u I (LE c VCV it [-Al ti ik56- - (ZiF r l~ f I Ss wy.c 'tom
Boring
1 Boring #
I p t Ground surface elev ft. Depth to limitlrg factor 33 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDift'
in. Mansell Qu. Sz Cont. Color Gr. Sz. Sh. -Er#1 •Eff#2
1 0-8 10YR 3/2 SIL 1 M SBK MVFR CS 2F,1M li 0.6
2 8-19 10YR 4/3 SIL 1-2 M SBK MVFR-FR GS 1F-M li 0.6
3 19-33 7.5YR 3/4 SL 1 C SBK MVFR GS 1F 0.4 0.7
4 33-50 7.5YR 3;9 C2,F-C 10YR 5;3 7.5YR 5,8 FSL 2 M ABK MFI 1F 0.4 0.8
Boring
it Ground surface elev. 100.00 ft Depth to limiting factor 28 - in Soil App ication Rate
Horizon Depth Dominant Color Redox Description Texture I Structure Consistent Boundary Roots GPD?ft-
in. Winsell Du. Sz Cont. Color Gr. Sz. Sh. 'Ef1#1 •Eff#2
1 0-8 10YR 3/2 SIL 2 F SBK MFR GS 2F-M 0.6- 1 0.8
2 8-28 10YR 4/4 SIL 2 M SBK MFR GS 1F 0.6' 0.8
3 28-58 10YR 4/2 C213 7,5YR 5/8 SIL 0M MFI 1F 0.0 0.2
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Effluent #1 = BOD,> 30 < 220 mgiL and TSS >30 < 150 mgiL ' Eff luent #2 = BODS < 30 mgiL nd TSS < 30 mgiL
CST Name (Please Print) Signature CST Number
William J. Bergh r / 227819
Add ess Geo 'ech Soil & Site Evaluation, LLC Da Eva nation Conoucled Telephone Number
11091 30th Avenue Chippewa Falls, WI 54729 /2005 715-577-6838
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Property Owner HARTMAN HOMES Per-el IC Page 2 of 3
Boring
F3 ]Boring # pit Ground surface elev. ft. Cepth to limiting factor 22 in. Soil Application Rate
Horizon Depth Dominart Color Redox Description Texture Structure Consistence Boundary Roots GPDi
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 •Ef#2
1 0-8 10YR 3,12 SIL 1 M SBK MVFR CS 1M 0.446-0.6
2 t 8-22 ;OYR4/2 SIL 1 M SBK MFR GS 1F 0.4-' 0.6
3 22-52 ' OYR 314 C2D 7.5YR 5/6 FSL 2 C ABK ME I 0.4 0.8
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Boring
4 Boring # "pit Grcurc surface elev. 101.5 H. Cepth to limiting factor 19 in Sol Application Rate
Horizon Depth Dominart Color Redox Description Texture Structure Consistence Boundary Roots GPDlft'
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2
1 0-10 10YR 3,12 SIL 2 F 513K MFR GS 2F-M 0.6 0.8
2 10-19 10YR 3/3 3RL0Aly 2 C SBK MFR GS 1F 0.6 0.8
lOYR 5/3 rt
3 19-30 7.5YR 3-4/3 M2D 7,5YR 5/8 GRFSL OM MFI 1F 0.2 0.5
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Boring
F -sl 1 Goring # Pit GrOL.rd surface elev. 97.20 ft. Depth tc limiting factor 28 in. Soil App ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary Roots GP:)"ft'
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eft41 i 'Eff#2
1 0-12 10YR 2/2 SIL 2 M SBK MFR GS 2F-M 0.6 0.8
2 12-24 10YR 3112 SIL 2 C SBK MFR GS 1F 0.6 0.8
3 24-36 7.5YR 3-4/3 C2D 7.5YR 518 GRFSL OM MFR 1F 0.2 0.5
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Effluert #1 = BOD_> 30 - 220 rnglL and TSS >30 < 150 mglL F`fluent #2 = 30D_ < 30 mq;L and TSS < 30 mg;L
The Department n[ 5:act} and Profe.~sional -orv icese is an equal opportunir: scrvicc prm dcr avid crnplo}cr, !f%ou need assistance to
acce>s services or nCCJ inat'l V.1 ill :ur <aternat: iolmat, alma:( the deP;urlr,ellt at (OS-266-31 i1 or FFY throut'-h Rela.
41:1.N;;I I ir. I ~ G, Tea, S,I & Site Evabja:ion, LLL
DELINEATED • -
WETLAND
#5 - -
(97.20) ,100) SURVEYORS EXTENT OF
55' ^RAINACIF SWAT F
1 401 Z::
P #Q Tl
S
~s~. ~ 1;101.51
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li i 11 ii } l #2 FOR POW.":
ill
100.0) G;#1 rRJBUT;ONC.,
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WILLIAM J. BEWi
'NISCONSIN GUIT1FIC0 i,UIL IL51 LH
DFSIONFR Cf FNCJNEENNO SYSTUX.
CUS-OMFR IQ )27819
BUILDING SEWER MUST CDMPLY
WITH SPS 382.30 WAC 01KC1
LOCATION OF WELL MUST COMPLY
WITH WDNR CHS. NR 811 8 812
THE INFORMATION CONTAINED WITHNThE SEN::HMARKFLE`;AlCt,=100.0'
ATTACHED SON- REPCRT IS NOT TO BE USED 13ASE Of- FITHFR FFNCFFOST
TO L.fUNLOW Da SUIIADWTY RDrDR LOCATION OF SIX DORINGI
C£PTH OF ANY PROPOSED FOUNDATIONS. n S)
41 LOCATION CC SOIL F1T;S}
'HS PONTS COMPONEN- IS NOT DESIGNED * N,') APPARENT .SPS 383.43 SETBACKS
TO RECEW THE ADOITIONAI WATER (1) DFSCRIRFD LOCATION OF LOT LINE
1r OFNFRA-FDFRDNANrwATERTRFArNExr LOCAtIUNUFRIGHT -OF-WAY
(143RD AVENUE) DEtiICES. g C_NTCRLINC OF DESCRI6ED ROAD
RLldr_C- jUCUMENIS GEO TECH, LLC ORCHARDS OF ST. CROIX
THs isa ent has been davempei to a spK& JORSITF INFORMATION:
appkalonandnotror3eneraluse. Iherel~edrnay 11091 30TH AVENUE NW-SE-24-30-20W LOT #11
rnnTwh lath
nat _Lr MiYxulCw wnto.n approval of CHIPPEWA FALLS, WI 54729 HARTMAN 25TH ST & 143RD HOMES AVE ST. JOSEPH TOWNSHIP . Jnaperoved use is the sole PH: (715)723-5555
FAX: (888)1668573 HOULTON, WI ST. CROIX COUNTY, WI PLOT PLAN
rFapnns billy M t',~ unaumm:ej user