HomeMy WebLinkAbout030-2161-13-000 (3)
SOIL EVALUATION REPORT #1881
~p~ Cepartment of Safety arc Professional Se-,;ices Page 1 of 3
vision of Safety and Buildirgs Geo Tecn Soil & S to Evaluation, LLC
in accordance anth Comm 85. 'J`.`rs. Acm. Code
~County
Ara& complete site plan on parser not less than 8%x 11 inches in size. Plan must St. Croix
nclude bL.t rot limiter to vertical arc horizontal le erence point (BM), direction and
percent slope, scale or timers ors, ncrth arrow, and locaticr and distance to nearest rcac Parcel I D.
Please print all information. 0- 161 ' 3 - c~c~ - -
Reviewed By Date
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Persona inforration you provide maybe ,.sed fu sects da v Pu'oosos ;Pr.vacy Lava, s 1504l
Iroperty Coiner Property Location K ~1
HARTMAN HOMES Govt. Lct SVV114, SE1/4. S24, T30N, R20W
Property O•.vner's Mailing Address mot # Block # Subd Name or CSM#
744 RYAN DRIVE #102 13 ORCHARDS OF ST. CROIX
City State Zip Code Phone Numcer -I City J Village Tows Nearest Road
HUDSON %NA 54016 ; 715-377-1555 St.Joseph Z 143RD AVENUE
New Construction DfF Reside.nfial ! Number cf bedrooris 4 Code derived design flow rate 600 GPD
Replacement Public or commercia - Describe: NA
Parent rnaterial GLACIAL TILL Flood plain elevation. if applicable NA fl.
Ceneral comments Requires a u" sand 1 II r•cund compcnent Upslope edge of distribu:ior cell is be installec alorg the °lagged 100.00' ground conl
ant recommendations Maximum basal SLR - 0.4 (eff it1;. Max mum 8°`: design slope at flagged contour.
l w F rr r ~:fit~ ti S ~cAalC~.
Bor no
F1 Boring #
L.", Pit Ground surface elev. 100.7 1 fl. Depth :o iimding factor 46 in. Soil Application Rate
Hcr son Depth Dominan: Color Redox Description Texture Structure Consistence Boundary Roots GPD.fft2
r. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. Efftt1 •Effu2
1 C-9 10YR 4/3 S] L 1 h' SBK MV~R GS IF 0.4-t 0.6
2 9-20 7.5YR 3/4 SL 1 M ABK MFR GS IF 0.4 0.6
3 20-46 7,5YR 4/4 FSL 0M MFI GS 0.2 0.5
4 46-62 7.5YR 4/3 CIF 7.5YR 4/6 FSL Ohl MFI - - 0.2 0.5
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Boring
2 Bor ny :f
Pit Grcurc surface elev. 97.70 ft. Depth to limiting factor 25 in. Soil Applil Rate
Horizon Depth Dori rant Color Redox Description Texture Structure Consistent Boundary Roots GPDr`tz
in. Munsel Qu Sz. Cort Color Gr. Sz Sh. •Ef`#1 •Efw2
1 0-8 10YR 3/2 SIL 1 C SBK MVFR GS IF 0.4 0.6
2 8-17 10YR 4/3 LOAM 1 M ABK I MFR GS IF 0.4 0.6
3 17-25 7,5YR 4/3 FSL 2 M ABK MFR GS - 0.4 0.8
4 25-60 7.5YR 4/3 C2D 7.5YR 4i4 FSL 0M MFI - - 0.2 0.5
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Effluent #1 = BCD,> 30 < 220 rrg1L and TSS >30 < 150 mg:L ' E`f'Lent #2 = BOD5 < 30 -ng;L and TSS < 30 mgiL
CST Name {Please Print) Signature CST Number
William J. Bergh 227819
Address Gec Tech So I & Site 'valuation, LLC Date Evaluation Conducted Telephone Number
091 30th Av=nue Chicpevra Fats. %A11 54729 6!112005 715-577-6838
SBI!-6.: ~C.:R II
Prope ty Owner HARTMAN HOMES Pa•cel ID # Page 2 of 3
Boring
3 ]R~:r rg # Pit Ground surface elev. 100•CO ft. Depth to limiting factor Zg n Soil Application Rate
Porizcr Depth Ccminant Color Redox Description Texture Structure Consistence Boundary Roots GPDftz
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. T 1 Eff#2
1 0-10 IOYR 3/1 none sil 1 m sbk mvfr gs if 0.4* 0.6
2 10-20 10YR 4/3 none sl 1 c abk mfr gs if 0.4 0.7
3 20-29 7.5YR 4/3 none sl 1 c abk mfi gs 0.4 0.7
4 29-60 7.5YR 3/4 4111ieRr SCI 2 m abk mfi - 0.4 0.6
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Boring v(A I 7L_jF Ale-- G•~
❑ Boring # pit Ground surface elev.
ry. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominart Color Redox Descript on Texture Structure Consistence Boundary Roots GPD`tz
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. •I tra1 •Effu2
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F-I Boring
3onng # Pit Ground surface elev ft Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDft'
in. Munsell Qu. Sz Con,- Color Gr. SZ, Sh. -Eff#r •E"2
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' Effluent #1 = BOD-> 30 220 rig.1 and TSS >30 = 150 nigh- ' Eff uent #2 = BODS < 30 :nglL and TSS < 30 mg/L
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RFUSE n, C•CC..?A=NTS GEO TECH, LLC ORCHARDS OF ST. CROIX
Thaccw-entrasbee-~deremped`crarerf` ruip, 09130 THAVENUE UOBSITEINFORMATION:
HARTMAN HOMES NW-SE-24-30-20W LOT #13
EWA FALLS, Wl 54729 143RD AVENUE 5T. JOSEPH TOWNSHIP
nTeen,LL-- Unap:rc"d.seist-esoo PH:i715)723-5555 FAX 1888)4668573 PLOT PLAN
- esp,rs dn, mme onaw eras: -ser emau: billyLaawastewaterpros com HOULTON, W, ST. CROIX, WI -
PARCEL GESCRIKO AS 5.2 AC J