HomeMy WebLinkAbout016-1023-70-000 (2)
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Wisconsin Department of Comm SOIL EVALUATION REPO Page of
Division of Safety and
in accordance with Comm 85, Ws. Adm. Code
County -r
Atta paper not less than 81/2 x 11 inches in size. Plan must
ind im ed to: vertical and horizontal reference point (BM), direction and Parcel I,D. ^7
perce slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. RDate
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). bll Q
Property Owner REGENbu Property Location it
~ e P ~ --s~Ct 77 GovL Lot [ 1/4 /VC- 1 /4 S T 30 N R 15 h (or)Q
Property Owner's Mailing Address Lot # Block # Subd. Name or CSW
❑ City ❑ Village ®Town Nearest Road /
City State Zip Code Phor ccOtN TY
01FR^L 4±
01 /Eriid x> d G ~V 5 Ci.3 ( 5"ON 76 e r~ ? ;3.
❑ New Construction Use: ® Residential / Number of bedrooms Code derived design flow rate (000 GPD
IIQ Replacement ❑ Public or commercial - Describe: '
Parent material Flood Plain elevation if applicable ft.
General comments
and recommendations: e2 f ~l ;
e..~ Z
a Boring
F/11 Boring # Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cott. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
-22 /0 Qb4 "7 rL s 2C E
- Q f° e%` S~8 i I I t 56V f+~ r2 7-
3 32 -._3 Y l6) be 9/4 _S; 2
❑ Boring # Boring
Pit Ground surface elev. 9-y/ 0 ft. Depth to limiting factor 169 in.
Rate
Soil Application
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 10 Ye .S 8
Ja In
G/ L
L
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 rrg&
CST Name (Please Print) S* CST Number
Ms. Loretta Larrabee CSTM224580
Address D e Evaluation Conducted Telephone Number
N2089 Cty. Trk.Y, Menomonie, WI54751 Q lca9 715/664-8184
i
mere s.Wl.oV SAFETY ANDegBUIIL ~NGS DBuYye
r a
13 East spruce Street S06
ionsn INSPECTION REPORT Chippewa Fars, 54729
www.com ~~ibj'i26-25~A~a
eperUrier~t of Commerce Richard J. Leinenkugel, Secretary
Date of. Inspection: May 19, 2009 Plumber Name and Address:
Project Name: Standoerd Unknown
Use: Residential replacement system
Legal Description: NE, SE, 11, 30,15W
Site Number: na
Subdivision: na CertMed Soil Tester Name and Address:
Municipality: Town of Glenwood Loretta A. Larrabee, CST 224580
County: St. Croix N2089 Cty Hwy Y
Menomonie, WI 54751
Plan ID Number: 81-05968 (79-02245)
Sanitary Permit Number: na Owner Name and Address:
Brent Standoerd
Wastewater Flow: 450-600 gpd 1650 320th Street
Persons Present: L. Larrabee, R. Yarrington, Glenwood City, W 1 54013
and K. Grabau
This investigation and consultation was requested by CST Larrabee to help determine if suitable soil conditions exist
in which to install a mound system.
This site has had two holding tank approvals. One was issued 6/14/1979 and was not installed. The approval was
approved on 11/6/1981 and was installed. It is my understanding that one 1,000 and one 2,000 gallon holding tanks
are currently in use by the occupants.
I visited this site once before on October 6, 1998, with CST Thomas Gustum, in a similar attempt to locate a suitable
area for a mound system. In 1998 the conclusion was that a suitable mound area did not exist nearby the home.
However, one might exist in the far southeast corner of the parcel.
The results of our investigation today are similar to that done almost 11 years ago. There is evidence of soil
saturation at less than 6 inches below grade in the soil borings constructed by CST Larrabee. Section Comm
83.44(3)(b) 1., Wis. Adm. Code, requires at least 6 inches of suitable soil to be able to disperse the wastewater into
the soil environment without it resurfacing. It is my opinion that even though much of the area around the home has
either been cut, filled or cut and filled that the soil colors (redoximorphic features) indicative of seasonal soil
saturation are contemporary in nature. In other words they have formed since the fill was placed. Platy soil structure
and sometimes massive soil conditions (likely due to compaction) greatly limit the area near the home for mound
system use. The greatest hazard would be from partially treated effluent discharged via mound toe leakage. This
would be a nuisance and human health hazard.
We also investigated the area in the far southeastern corner of the parcel, about 500 feet from the house, and found
less disturbed, and better overall conditions there. However, even at this distant site there is less than 6 inches of
suitable soil over seasonally saturated conditions making the site unsuitable.
Options include conducting soil saturation monitoring, pursuant to s. Comm 85.60 (3), Wis. Adm. Code, in one or
more areas to show that during normal years the level of soil saturation is deeper than 6 inches, or installing an
experimental mound most likely in the far SE corner of the parcel. If anyone has questions regarding this report
please contact me.
Leroy Jansky, RPSS, astewater Specialist cc: ® County ❑ Plumber ® CST
leroy.jansky@wisconsin.gov E-mail ® Owner ❑ Other
715/726-2544 Voice 715/726-2549 Fax
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