HomeMy WebLinkAbout026-1309-30-000 DDDNDD csr aoa( - ►s. -
+_� •:r �+�"�JUN 07 702$Oad VALUATION REAPO n x �2114
with Page 1 of 3
P. ; Pro :< • al Services
- 'a...1........, Schmkt Soli Telttlrtg,Inc.
St. Croix County County 16yo 1 d/7 54
Attach complete site plan . p��u ..`Nlat,f& •':+•:Y nt m size. Plan must St.Crobc
include,but not limded to: ..1- •:.n :I reference point(BM),direction and 1�
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. tall_ 136 - o 70
Please print all Information. Rev By l Date
Personal information you provide may be used for secondary purposes(Privacy Law,a. 15 04(1)Im)) _ I J-7-7
Properly Owner Property Location / --- 1 7 / C G�
DCCI Investments, LLC Govt.Lot NW1/4, SE1/4, S12,T3ON,R18W
Property Owner's Mailing Address Lot* Block I Subd.Name or CSMR
1505 Hwy 65 69 Waters Edge Second Addition
City State Zip Code Phone Number Li City ❑Village t7 Town Nearest Road
New Richmond 1 WI i 54017 1 612-599-4244 Richmond 1 147Th Street
New Construction Use: ❑ Residential/Number of bedrooms _ 4 _ Code derived design flow rate 600 GPO
Replacement ❑ Public or commercial-Describe
Parent material Outwash(Burkhardt-Sattre Complex) Flood plain elevation,if applicable 977.3• ft.
General comments Area is suitable for a conventional system with a 0.4 gpd/soft rate. Possible system elevation for Area 1 is 95.1"(high trench)94.9
and recommendations: (inickse trench),94.6.(low tenth).Slope 0(area is 6%.
J Bonrg
1 BorYpi ❑Pit Ground surface elev. 97.0 ft Depth to limiting factor 105+ in. Soil Application Rate
Horixak Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOIt
in. Munsell Ou.Sz.Cont Color Gr.Sz Sh. Teti *BM
1 0-14 10yr3/3 none I sl i lmsbk mfr as lvf 0.4 0.7
2 14-28 10yr4/4 none sd 2msbk mfr gw lvf 0.4 0.6
3 28-42 7.5yr4/6 none Is 0sg ml cs - 0.7 1.6
4 42-53 7.5yr4/4 none Is/s1 lcsblc mfr as - 0.4 0.7
5 53-105 10yr6/4 none s Osg ml - - 0.7 1.6
•
2 Boring* ❑Boring
EN Ground surface elev. 96.20 rt. Depth to limiting factor 102+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description l Texture Structure Consistences Boundary Roots GPOAf'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'EMI •Elra2
1 0-11 10yr3/3 none sl 2msbk mfr as lvf 0.6 1.0
2 11-22 10yr4/4 none sd 2msbk mfr gw lvf 0.4 0.6
3 22-30 10yr4/6 none grts 0sg ml cs - 0.7 1.6
4 30-37 10yr5/6 none grs 0sg ml gw - 0.7 1.6
5 37-60 10yr6/4 none grcos Osg ml es - 0.7 1.6
6 60-90 10yr6/4 none grs 0sg ml - - 0.7 1.6
1
•Effluent M1 =BOD5>30<220 mg/L and TSS>30<150 mglL •Effluent*2•BOD5<_30 mg/L and TSS t30 mg/L
CST Name(Please Pnnt) Signature: J�"� CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing,Inc Date Evaluation Concluded Telephone Number
1595 72nd St.New Richmond,WI 54017 6/2/2021 715-760-1978
aaD-1330IR 07/001
Prgperty Cromer DCCI I wesbnents, LLC Parcel ID# _ GS7 t f Page 2 of 3
ng
l Boring# ' •PBk Ground surface elev. 97.90 ft. Depth to limiting factor 105+ In. SoN Application Rate
Horizon T Depth I Dominant Color I Redox Description Texture I Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'EMI 'Elle2
1 0-12 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0
2 12-33 10yr5/6 none gris lcsbk mvfr gw lvf 0.4 0.6
3 33-47 10yr6/4 none s Osg ml cs - 0.7 1.6
4 47-56 10yr4/6 none grifs lcsbk mfr a - 0.5 1.0
5 56-76 10yr5/4 none s 0sg ml a - 0.7 1.6
6 76-102 10yr5/6 none grcos 0sg ml - - 0.7 1.6
I
Boring
4 Boring# • Pit Ground surface elev. _ 95.50 a. Depth to limiting factor 52 in.
Soil Application Rats
Horizon Depth Dominant Color 1 Redox Description Texture Structure Consistence Boundary Roots GPOA'
In. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Efl#1 'Eflic
1 0-10 10yr3/3 none sl lmsbk mfr as be 0.4 0.7
2 10-26 10yr3/3 none sl lmsbk mfr gw - 0.4 0.7
3 26-40 10yr4/4 none sit 2fsbk mfr gw - 0.6 0.8
4 40-52 10yr4/6 none sid 2msbk mfr gw - 0.4 0.6
5 52-64 7.5yr4/4 rid 7.5yr6/8 sl Om mfr a - 0.2 0.6
7svr6�z ,
6 64-73 10yr6/4 c2d 7•Syr6/6 grcos � ml a - 0.7 1.6
7.Syr6/I
7 73-100 10yr4/6 m2d 7.5yr6/6 sl Om mfl - - 0.2 0.6
7.5yr5/3
❑Boring
Boring k [i Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots OPD/R'
In. Munsell . Qu.Sz.Cont.Color Gr.Sz.Sh. *East 'E1112
•Effluent#1 =BOD5>30<220 mg/L and TSS>30 c 150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format,please contact the department at 608-266-3151 or TIN 608-264-8777.
SBD-6)30(R.07/00) Schmitt sot Testing,Inc.
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