HomeMy WebLinkAbout026-1133-07-000 (2)
No FF~ CSr-Lois- ol~S
RECEIVED 2411
d'd e,-onsin D TEr Te7015 SOIL EVALUATION REPORT
Page I of E
won n t E in accordance vAth Comm 85 W s Adm Codc A.G.E. So] & Site Evaluations
County -
'ot less than 81/2,)(11 inches in size Pla St Croix
}u r. }l t r ~Sr[ b'r dw nd horizontal reference point iBM,, d rect,c
per:~ent slope s.-,a e or dimemsiors north avow, and location and d stance t< Parcel LD.
025-1133-07-000
Please print all information. Reviewed Sy Date
"..:iii -ru prevde -ay be uses fe'se:o"dar,, {'•ur~oe.~s i,F'rr:acy I aw
Property Owner Property Location
James & Jennifer Franklin Govt. Loll SVV 1;4 SW 114 S o T iii N R IR wU
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
172nd Ave. 7 na Plat Of Pine Valley Addition
dy State Zip Code Phcne Number City Village Towr Nearest Road qia 17a'r
Jew Richmond LVI 54017 Richmond 90Th St
✓ Nev; Constructior Use ✓ Residential,, Number of bedrooms Code derived design flow rate GPD
Rep acement Public or commercial - Describe.
Parent material Glacial Dn't _ Flood plain elevation, if applicable na
General comment:
and recommendations. Eval completed to vevrify findings of original soil report usec in system design and permit issuance. Soils
found to be suitable for conv cispersal cell at 0 4 gpd lsq.ft.
Boring # 90nng
Pit Ground Surface elev ft. Depth to limiting factor >95 in. Soil Application Rat
I lorizon Depth Dominant Recox Description Texture Structure Consistence Boundar Roots GPU'ft•
in Colof GL. Sz. Cont- Colo Gr. Sz. Sh 'Eff#1 2
1 C-7 Jyr312 none sil 2fgr nvfr cW 3fm1c C6 0,8
2 7-23 1Dyr4l4 none sl 2msbk mfr cw 1fmc 0.6 LO
3 23-80 5yr4J4 none sl lcsbk mfr cw lvf fm 0.4 0.7
4 80-95 7.5yr416 none sl 0m mfr 0.2 0.6
Horizons #2. 3 R 4 contain a high percentagge of s and approx 40% coarse fragments
❑ Boring # Boring - - -
✓ Ft Grourd Surface elev ft. Depth to limting factor >94 in Sotl Applical ci Rate
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundar Roots GPDift-
in. Color Qu Sz Cont. Colo Gr. Sz. Sh Fff#l 'EfR2
1 0-0-107 10yr312 none sit 2fgr nrrfr c 2frr 0 6 0.8
2 10-24 10yr514 none sil 1 msbk mvfr cw lfmc 04 0 6
3 24-40 7.5yr416 none sl 1msbk mfr gw 1vf,fm } 0.4 0.7
4 40-61 5yr414 none sl 1 csbk mfr gw - 0.4 0.7
5 61-84 7.5yr416 none cost lcsbk mfr gw - 0.4 0.7
i
6 84-94 7.5yr416 none sl 0m mfr - - 0.2 0.6
Horizons #2 - 5 contain a high percentagge of s and approx. 40% coarse fragments
Fffluent #1 = BCD 30 < 220 mg and TSS X30 < 150 mg - Effluent #2 = BODr< 30 rng,,L and TSS < 30 mg.
c3 r Name (Please Print; Sfg/rature. CST Number
James K Thompson 3602
Add'ess A-C.E. Soil & Site Evaluatio Date Evaluation Conducted Telephonc Number
340 Paulson Lake Lare, Osceola. 0,115-020 9l10J2015 715-248-7767