HomeMy WebLinkAbout030-2131-24-000 (4)
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' DEC i`. ~ ~ 2421
5consin V.ZdRO COUNTY SOIL EVALUATION REPORT 7d y Page I of
0 71 r VN(1Y DEVELOPMEN5n accorca-ice with Comm 85, 'Jiffs. Adm. Code A, C.E. Soil E Site Evaluations
Attach complete site plan on paper not less than 81h x 11 inches in size Pla County S Crcix
rcb,ndc but not lin ted to vertical and horizontal reference point ;BMW, directio \
r.erce7r slope scale or dimensions. re-th arrow, and location and distance tc Yie
03 13 4-C00
Please print all information. y Date
~ ~r:r~ ,ri. rr~,vide Tay ~e ~se~'~r seconcary p~RpcSe= (F-voCy '~2vr, s 1 7
Prope ty anei Property Location fK~
Jim & Sara McGrath Govt Lot SE 1i4 S 1,4 S 11 T 30 R R V,'
Property Owner's Mailing Address cot # Block # Subd. N mu or CSM#
1423 Settler's Way 24 na Plat Of Settler's Glen
City State Zip Code Phone Numbei City Village ✓ Towr Nearest Roac w13 r5 4Jh J/
Saint Joseph WI 54082 (651) 250-9478 StJoseph The on Farm Rd /
New Constructior Use. ✓ Residential ! Numbe, of bedrooms 1 Code derived design .`low rate 600 GPD
✓ Replacement Public or commercial - Describe
Parent material Glacial Outv;ash Flood plain elevation, if applicable Na
General comments 2MIC >e
and recommendations Seils suitable fo• conventional dispersal cell at 0 4 gpd. Recommended linfi trative surface elevation to be
94.25' Terms 'f'0 ~nq 17- ~t Off' CN4,_
Boring # Boring
✓ Pit Ground Surface a ev 98.01 ft Depth to limiting factor >84 in Soli Applio t nola Rat
Horizon Depth Dominant Redox Description Tetitim, Structure Cons sterce Boundar Roots GPD±fr
in Color Qu Sz. Coot, Colo Gr. Sz Sh Ef(#1 E`f#Z
1 0-5 10yr30 none fsl 2fgr mvfr cw 2fm1c C.4 0.8
2 5-17 1Cy-414 none Ivfs Osg ml aw 2fmlc 0.4 0.6
3 17-33 7.5yr414 none i sl 2fsbk mvfr aw 2vf,fm 0.6 10
4 33-56 7.5yr4/6 ncne ifs Osg ml crv 1vf,f 0.5 10
5 56-78 1 Oyr4/4 none Icos & gr Osg ml ci 0.5 1 0
6 78-84 1 Oyr512 none cos & gr 0 sg dl 07 1 6
H# 5 contains a high percentage of clay Loading rate of horizon adjusted to reflect., reduced permeabdty associated with clay content.
72Boring # _ Boring -
✓ Pit Ground Surface elev 95.88 ft Depth to limiting fac or >75" _in. r Soil Application Rat
Horizon Depth Dominant Redox Cescr ption TQXtLirc Structure Consistence Boundar Roots P_Dift'
in Color Cu. Sz. Cont. Colo G- Sz Sh Eff#1 ttf#2
0-10 10yr3!3 none s' fill na mofir Cw 2fmlc na na
2 10-39 1Oyr4/4 none Its Usg ml aw 2=mc 0.5 1.0
3 39-50 7.5yr4,4 none sl 1fsbk mvfr aw 2fm1c 0.4 0.8
4 50-68 7 5yr4!6 none Ifs Osg ml cw 1fm 0.5 1.0
5 68-75 10yr4/4 none Icos & gr Osg ml - 0.5 1.0
H# 5 contains a high pe centag cla Loading rate of honzon adjusted to reflectr reduced permeabilty associated with clay content
Effluent #1 = BOD ? 30 < 220 mg ,'L a d TSS >301 = 1 b0 rng Effluent #2 = BOD < 30 mg,1 and TSS < 30 mg.
CST Name (Please Print'I Sig lure CST Number
James K. Thompson s-- 3602
Address A.C.E Soil & Site Evaluations Date Evaluation Conducted Telephone Numbe
340 Pa•i son La<e Lane, Osceola VVI E4G2C 1 /3120' 5 715 248 7767
ccen n r zge of
Jrr & d; I dt'rr _ Farcel G#
3 I Bering # 6oring
L ✓ Pit Ground Surface elev 96.71 ft Depth to limiting factor >72" in Soil Application Rat
Harizor Depth Dominant Redox Description Texture Structure Cons sterce Boundar Roots GPD'ft:
in, Color Qu Sz Cont Colo Gr S7 Sh 'Eff#1 'Eff#2
1 0-16 1OyrM none SI fill n m,,,fr 7.v I m 1 c n a na
2 16-28 1Oyr414 none Ifs Osg ml aw 2fmc 0.5 1.0
!
3 28-44 ; .5yr4i6 none scl 2fsbk mvfr aw i 2fm1c 0.4 0.6
4 44-72 10yr414 none Ifs Osg ml - ifm 05 1 0
I
H# 4 contains 1" - 3" bards of 7 5yr4i6 sl loading rate reflects reduced perrnl ability of horizon associated with banding.
Boring # Boring
El Pit Ground Surface elev ft Depth to limiting factor in Soil Application Rat
Horizon Depth Dominart Redox Description Texture Structurc Consistence Boundar Roots GPD%ft-
in. Color Qu. Sz. Cont. Colo Gr. Sz. Sh Eff#1 •Eff#2
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Boring # Boring
Pit Ground Surface elev ft Depth to limiting factor in Soil Application Rat
Horizon Depth Dominart Redox Description Texture Structurc Cons stence Boundar Roots GPD/ft;
in Color Qu Sz Cont Colo CUr. Sz. Sh Eit#1 'Eff#2
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Effluent 41 = BGC 30 =-220 mg!L and TS" >30 < 150 mg Effluert #2 = BCD, < 30 nic and TSS 30 mg,
l fie 1>eparhuenl u1 Connucrcc i; an cyual oppornaiil\ serX'icc pro%ider anc emplo~cr It cou recd a.sistance lu a.ccs xn ic« .,r
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