HomeMy WebLinkAbout008-1038-50-000 (2) ~c~ErvED cs~ - Zdii o($
OCT '16 2417
r,YtTfRiG~UN SOIL EVALUATION REPORT Page I of
T1rso n~in Ty s PS 3Ef q7 6 307 `l
A.C.E. Soil & Site Evaluations
+er63n_x- 1TY DEVELOPMENT accordance vvith£emm 85 W is Adm Cocr
Attach complete site plan on paper not less than 81/2 x 11 inches in size Pla County St. Croix
r=luce, but not limited to: vertical and horizontal reference point (BM), directio Pared 1 r " .errt c c;c ilc a dimemsions, north arrow, and location and distance ti:
008-1038 -000
Please print all information. Rev ed By Date
n -_r provide ma,, be .sec fo- secondari p,rpcses (PryaC', LVI, S Da s+
Property Owner Property Location L
Gary & Katherine Larson Govt. Lol N1,1 114 S'VV i4 S 1 j T 28 N R 16 W
Property Diviner's Mailing Address Lot # Block # jSubcl. Na a or CSM#
337 Co. Rd. B na r Na
C ty State Zip Code Phone Number City Village Town Nearest Road 13
Woodville WI i 54028 715-698-2316 Eau Galle 1 33-7 Co Rd-6,;
NP uctior Use ✓ Res dential !Number of bedrooms ? Code derived design flow rate tl It! GPD
Replacement Public or commercial - Describe.
'~:rent material Glacial Drift 7' ~ Food plain elevation, if applicable
,eneral commel G(+agy,~~at oil ~~,,qt,~; -38 , -'16
and recommendations. conditions require mound PO TS Th dispersal cell placer on 00' contour Recommended Infltraive
surface elev. to be 101 00' at 12" above contour
Boring # Boring
Pit Ground Surface elev 99.84 ft Depth to limiting factor 24 in. Soil Application Rat
Icrizon I Depth Dominant Redox Descrption Texture Structure Consistence Boundar Roots GPD/ft;
i in Color Qu. Sz. Cort. Colo Gr Sz Sh `Eff#1 ff#2
1 0-12 1Oyr212 none I 2fgr mvfr as 2fmc 0.6 0.8
2 12-18 1 Oyr414 none sd 2fsbk mvfr c%v 1 fmc 0.6 0.8
3 18-24 7 5yr4/4 none sl 2msbk mfr cw 1fmc 0.6 1.0
4 24-40 7.5yr416 f2d 7.5yr5/8 sl lcsbk mvfr cw 1fm 0.4 0.7
5 40-58 7 5yr416 f2d 7.5yr5/8 sicl lcsbk mfr gi 0.2 0.3
6 58-66 7 5yr414 none scl Om mfi - - 00 0-0
H#6 grading to limestone bedrock at >66' /
n Boring # Boring /
l Pit Ground Surface elev 99.88 ft Depth to limiting factor 32 vvv/ in. Soil Application RatcI
lorizon Depth Dominant Redox Description Texture Structure
Consistence Boundar Roots GPDift-
I
n. Color Qu. Sz. Cont. Colo Gr. Sz. Sh `Eff#1 'Eff#2
1 10-12 1 Oyl none j Si' 2fgr mvfr as 2fmc 06 0 8
12-16 1Oyl none sil 2fsbk mvfr cw lfmc 0.6 i 0.8
3 16-32 1 Oyr414 none sl 2fsbk mvfr gw 1 vf,fm 0.6 1.0
4 32-48 7.5yr414 f2d 7 5yi sicl 2msbk mfr cw 1vf,f 04 0.6
5 48-74 7.5yl f2d7.5yr518 scl tmsbk mfr aw ivf,f 0.2 0.3
6 74-84 7.5yl none SSBR Om mfi - - 0.0 0.0
6 constitutes weakly cemented SSBR bedrock at 74".
ffluent #1 = SOD 5 30 < 220 ril af7SS >30 < 50 mg 'Effluent #2 = BODS< 30 1 and TS-1; < 30 mg.
ST Name (Please Print) Signa re CST Number
James K. Thompson 3664
Address A.C.E. Soil 8 Site Evaluations Date Evaluation Conducted Telephone Number
l 34 Paulson La<e Lane, Osceola tiVl 541 1011212415 71 5 24 5 7767
r',operty Oamer Gary & Katherine Larson parcel ID # 008-1038-50-000 Page 2 of 3
3 ]Boring # Boring
F ✓ Pit Ground Surface elev 99.91 ft Depth to limiting factor 26" in. Soil Application Rat
Horizon Depth Cominant Redox Descnption Texture structurE Consistence', Bounder Roots GPDt-', _
in. Color Qu. Sz. Cont. Colo Gr Sz Sh 'Eff#1 'Eff#2
1 0-12 10yr211 none 2fgr mvfr as 2fmc 0.6 0.8
2 i 12-18 1Oyr4/4 none sl 2fsbk mvfr cw 1fmc 0.6 1.0
3 1826 7.5yW4 none sl 2msbk mvfr gw 1vf,fm 0.6 1.0
4 26-50 10yr6f4 c2p 7-5yr5l8 fS Osg ml gi - 0.5 1.0
5 50-63 1Oyr814 f2d 7.5yr518 88bH Um mti - - 0.0 0.0
i I
H#5 constitutes weakly comented SSBR a- 50".
❑ Boring # Boring - -
Pit Ground Surface elev ft. Depth to liriting factor in. Soil Application Rat
I lorizor Depth Dominant Redox Description Texture Structure Consistence Boundar Roots i GPDift-
in Color Qu Sz Cont. Colo Gr Sz Sh 'Eff#1 'Eff#2
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I
I
Boring # Boring
El Pit Ground Surface elev ft Depth to limiting factor in ` Soil Application Rat
Horzor Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDIft;
in. Color Qu Sz Cont Colo Gr. Sz Sh 'Eff#1 'Eif#2
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Cffluert tt 1 = ,-I:' 30< ti mr,~[ an~i T;-:; = 35G n~~ Fffikr-r,t 7? _ RC ~n gig ard30 mg.
111,: DCrarlnlCnt of ('cInunercC i, m! cyu.r ptur,.uuit scnicc prodder an~i Cnlplo..ct 11 you uccd a;si,tauCC ti a.cC, .erg i~ c. nr
nccd material in an altemate fornmi, please Contact the depart--e a at i>I13- !i -3 1 S I or fTY 6()-104-3'77.
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