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ST. CROIX COUNTY
a WISCONSIN
ZONING OFFICE
796-2239 (HAMMOND)
425-8363(RIVER FALLS)
HAMMOND, WI 54015
March 29, 1988
Division of Safety and Buildings
Bureau of Plumbing
P . O. Box 7969
Madison, WI 53707
Dear Sir :
An on site investigation for the Farm Credit Serices property
located in the SE 1/4 of the SW 1/4 of Section 29, T28N-R17W,
Town of Pleasant Valley, revealed suitable soils at a depth of
2 . 00 feet, below which high groundwater was noted .
This site should be suitable for a mound system.
Should you have any questions regarding this subject, please feel
free to contact this office .
Sincerely,
o.
Thomas C. Nelson
Zoning Administrator
rc
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS
INDUSTRY, c DIVISION BOX 76
LABOR AND PERCOLATION TESTS (115) MADISON WI 3707
HUMAN RELATIONS
(H63.090)&Chapter 145.045)
LOCATION: SECTION: OW SHI MUNICIPA ITY: LOT NO.:BLK.NO.: SUBDIVISION NAME:
Je
COUNTY: OWNE BUYER'S NAME. MAI INC ADDRES
USE I d►r TA mc DATES OBSERVATIONS MADE
NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRI TIONS: ER OLATION ESTS:
Residence New ❑Replace /r C
is
RATING:S=Site suitable for system U=Site unsuitable for system
CONVENTIONAL: MOUND: IN-GROUND•PRESSURE: SYSTEM-IN-FILLHOLDING TANK:REC MMENDE SYSTEM:(optional)
❑S NU I ®S ❑U ❑S IEU I ❑S RU I ❑S CCU le411
If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the
under s.H63.09(5)(b),indicate: I I I Floodplain,indicate Floodplain elevation:
PROFILE DESCRIPTIONS
BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE,AND DEPTH
NUMBER DEPTH IN. ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.)
B- 1 � ,SLR
B- IV e��5 a ��eo
B- S'.00 2 /10 .�5, 1s � ,a E s t
B-
B-
PERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERI D2 PE D 3 PER INCH
P-
I3
P-_
P-
P-
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions pfu4taple,soil areas. Indicate scaleror distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the pl lagi': h e urface elevation at all borings.9hd th'e direction and percent
of land slope.
SYSTEM ELEVATION
_ � � f
4-
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3
IN
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I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin
Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
NAME (pri TESTS WERE COMPLET DON:
4 V V100/7
ADDRESS: CERTIF I N j U ER: IiHONIE NUMB ER( tional):
&1h OL^71&�_
CST SIG RE: 1
1
DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester.
DILHR-SBD-6395 (R.02/82) —OVER —
1
INSTRUCTIONS FOR COMPLETING; FORM 115 - SBD - 6395
To be a complete and accurate soil test,your,-eport must include:
1., Complete legal description;
2. The use section must clearly iNdicate whether this is a residence or commercial project;
3. MAXIMUM number of bedrooms or commercial use planned;
4. Is this a new or replacement system;
5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS;
6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan;
7. MAKE A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A
separate sheet may be used if desired;
$. Make sure your benchmark and vertical elevation reference point are clearly shown,and are permanent;
9. Complete all appropriate boxes as to dates, names,addresses,flood plain data, percolation test exemp-
tion,if appropriate;
10. If the information (such as flood plain,elevation)does riot apply, place N.A. in the appropriate box;
11. Sign the form and place your current address and your-certification number;
12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE
LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates and Textures Lather Symbols
it - Stone (over 10") BR - Bedrock
col:) -- Cobble (3- 10") SS -- Sandstone
gr - Gravel (under 3") LS - Limestone
s - Sand HGW High Groundwater
cs Coarse Sand Perc Percolation Rate
med s Medium Sand W - Well
[s -- Fine Sand Bldg - Building
Is - Loamy Sand > - Greater Than
sl - Sandy Loam < -. Less Than
`l - Loam Bn -- Brown
sil -- Silt Loam BI - Black
si - Sift Gy - Gray
'cl - Clay Loam Y -- Yellow
scl -- Sandy Clay Loam R Red ,
sicl - Silty Clay Loam mot - Mottles
se - Sandy Clay w% with
sic - Silty Clay fff -_. few, fine, faint
c Clay cc - common,coarse
pi - Peat rnm -- Many, me€.f;um
m - Muck d - distinct
p prominent
HWL - High water level,
Six general soil textures surface water
for liquid waste disposal BM - Bench Mark
VRP -- Vertical Reference Point
TO THE OWNER;
This soil test report is the first step in securing a sanitary permit. The county or the Department may request
verification of this soil test in the field prior to permit issuance. A complete set of plans for the private
soo,twie system and a permit application must be submitted to the appropriate local authority in order to
ohta:n a permit. The sanitary permit must be obtained and posto d prior to the start of any construction.