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DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
IND~ISTRY, 1 DIVISION P.O. BOX 7969
LABOR AND PERCOLATION TESTS (115) MADISON WI 3707
HUMAN RELATIONS
(H63.090) & Chapter 145.045)
LOCATION: SECTION: TOWNSHIPN&XXXDMLITY: OT NO.: BLK. NO.: SUBDIVISION NAME:
SL 11,0 1/4 30 /T31 N/R 161ixor1 W Cylon n/a n/a n/a
COUNTY: OWNER'S NAME: MAILING ADDRESS:
St. Croix Darlene Gleason 2036 Hy. #64, New Richmond, Wi. 54017
USE DATES OBSERVATIONS MADE
NO. BEDRMS.: COMMERCIAL DESCRIPTION: (PROFILE DE CRIPTIONS: PERCOLATION TESTS:
I~NF!esiclence 3 n/a ❑ New Replace 6-5-92 n/a
RATING: S= Site suitable for system U= Site unsuitable for system
CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: ISYSTEM-1AN-FIILLHOLDING TANK : RECOMMENDED SYSTEM: (optional)
E~S ❑U ®S ❑U ] S ❑U ❑ SOU ❑ S DU conventional
If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s.14163.09(5)(b), indicate: class 2 Floodplain, indicate Floodplain elevation: n/a
decimal' PROFILE DESCRIPTIONS page 22 OmC2
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 IS A RV. O B C&)
g_1 92 95.87 none >92 ,
10yr4/4, s.1.;46-92, 10yr4/4, L.S.
95.67 0-12, 10yr3/3, L.; 12-21, 10yr4/6, S. fill;
B_ 2 91 none >91 21-26 1 r3/1 L.• 26-37 1 5/3, sil.; 37-45-
10yr4/4, s.l.; 45-65, 10yr4/4, co.s.; 65-91,-
1_ 10yr4/6, S.
B_ 3 92 96.22 none >92 0-9, 10yr3/3, L.; 9_21, 10yr5/3, sil., 21-30,91-192-
B- 10yr3/4, L.S.
B-
PERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
PERIOD 1 PERIOD2 P R D
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PER INCH
P-
P
P ee desl:gn rate
~ v
P-_
P- O N
P-
_ i
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Inds at caleyC,~D1 ncW, escribe re the hori-
the dir i and percent
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface ele t' at I NA'
of land slope. s
SYSTEM ELEVATION 91.87 q
-T -
t 9 F
j ~ t € i r ~ x
' I C , 1( 7 I 1 / t { 111
I
1
1
0-1- Wt
(Da T
3
3 `1-
I
1
cc 1
r E 1
i x _wi !
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 (print : TESTS WERE COMPLETED ON:
Gary L. Steel 6-5-92
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
1554 200th. Ave. New Richmond «i. 54017 2298 g? 00' 715 6-6200
CST SIGN E:
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
OILHR-SBD-6395 (R. 02/82) - OVER -
i ~
TRUCTIONS FOR COMPLETING FORM 115 - SRD - 6595
To be a a !d accurate soil test, your report must include:
1. Complete lea I lescription;
2. The use section rnust clearly indicate whether this is a residence or cornmercial project;
1 MAXIMUr° 113 of bedrooms or commercial use planned;
4. I° this a - °-'ent system;
5. CC ~ _;ting boxes. A SITF IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTH A,.-,:: RULED OUT BASr_C1 ON SOIL CONDITIONS;
5. PLEA rbreviaiions show y i riling profile descriptions and completing the plot plan;
7. A' It BLE diagram accurately Ic ._s rg your test locations. Drawing to scale is preferred. A
if desired;
I , rI< sr nn! and vertical e' ~ i.'.Jerence point are clearly shown, and ern permanent;
9. Completes as to elates, rTres, addresses, floor.) plain data, pr co' rst exemp-
tion, if appr
103 If the irrf - `load plain, ` .~atiorr) does n :r(y, place N.A. in th .;te box;
l 1 . Sian the f; <<i a:.rr current and your c Jon number;
12= Make legible copi~ > and distribute aired. ALL TESTS MUST BE F. D VVITH THE
LOCAL AUTHORITY WITHIN 30 DAY- "JF COMPLETI,:. `J.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
tes and Textures Other Symbols
(„vr.r 10") - lv,, ,i<
(3 - 10") !stone
(L (Act 3") _ Limestone
~s - High Gr
_ Percolal
rnecl well
fs - .r Building
Is Greater Than
L Ti an
'I Bn
s i
131
si - It G'yr - .:.i '!Y
*cI C Y Yellovv
scl - R - I,,i
s€cl
m ,
VV/
sie frf
c CC
Sat - s r min rn - f ;!ck CI
poral BM -
VRP
TO THE OWNER:
#i= g a ar. n Tl €rt. it i y request
'rivate
i
DEPIT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
IN0191W 1 DIVISION
P.O. BOX 76
LABOR AND PERCOLATION TESTS (115) MADISON WI 53707
HUMAN RELATIONS (1-163.090) & Chapter 145.045)
LOCATION: SECTION: TOWNSHIP TY: LOT NO.:BLK. NO.: SUBDIVISION NAME:
SE 1/4S3141/4 30 /T31 N/Rl6*(or) W Cylon In/a n/a n/a
COUNTY: QT'S BUYER'S NAME: MAILING ADDRESS:
St. Croix Dale Strohbeen 465 Grand Ave., New Richmond, Wi. 54017
USE DATES OBSERVATIONS MADE
NO. BEDRMS.: COMMER IAL DESCRIPTION: (PROFILE DESCRIPTIONS: PER CT ATION TESTS:
[i~Resiclence 3 n/a jjiNew ❑Replace 6_7_92 n/a
RATING: S= Site suitable for system U= Site unsuitable for system
r2s ONVENTIONAL: MOOUIND: IN-GROUYSTEM-IN-FILL HOLDING ONK RECOMMENDEDSYSTEM:(optional)
❑U 2S ❑U H S ❑U ❑ S CCU ❑ S U con ventional
If Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s.H63.09(5)(b),. indicate: class 2 Floodplain indicate Floodplain elevation: n/a
decimal' PROFILE DESCRIPTIONS page 22 OmC2
BORING TOTAL D PTH 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.)
0-9,10yr4/2, L.; 9-22, 7.5yr4/4, is. & gr.; 22-5i.-
B-1 84 101.70 none >84 7,5 4/4, Co. S.; 50-54, 7.5yr4/4, Co. S. & scl.;
54_8_z_7_5yr4z_CO_-S-----------
g_2 84 101.70 none >84 0-9 1 r4 2 L.• 9-22 7.5 4/4 sl. & r.• 22-29
10yr5/4, Co. S. 29-43, 7.5yr3/4, Co. S. & scl.;
B- 43-84 1 4/4 Co. S.
0-16, 10yr4/2, L.; 16-24, 10yr4/6, Co. S.; 24-36-
6-3 84 101.15 none >84 7.5 r3/4 ls. & r.• 36-55 7.5 rCo. S. 55-60 -
2_5yr3/4,-92__S__&_scl_i_60_84z_7_5yr3/4: Co__S_
B-4 84 100.35 none >34 _ - -
7.5yr,co.s.; 58-62, 7.5yr4/4,Co. S &scl.; 62-84;-
B-5
TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 P R PER INCH
P-
P-
P- see d sign rate
P-_
P-
P- _
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION 97.95
E ,
lop
i (
x
E E
F z
r
V w
E
W
t
a ,
I
_T
r
1 W
t ~ m
x._
e
j
till-1- _j
9 0 U) :r. rry
I, the undersigned, hereby certify that the soil tests rep on 1hiS7f9 m vere &jgy 4* ccord with the procedures and methods specified in the Wisconsin
Administrative Code, and that the data recorded and the o on eK sts are come to t e b t of my knowledge and belief.
C, N r-n
NAME (print : N TESTS WERE COMPLETED ON:
Gary L. Steel sI 6-7-92
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
00
1554 200th. Ave. Flew Richmond. Ili. 5 4~ 71 9-sf.46-62
CST SIG 11 RE:
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
DILHR-SBD-6395 (R. 02/82) -OVER -
"!STRUCTIONS FOR COMPLETING FORM 115 - SRC? - 6395
To be a coin and accurate soil test, your report must include;
1. Complete le, I )tion;
2. The use sect i ~t clearly indicate wh _ this is a residence or commercial project;
3. MAXIMUM i- - of bedrooms orc ~ cial use planned;
4. Is this a ne-, -,-ernent s; , Ti;
5. Consplet .:sty rat:.ig _s. A SITE IS SUITABLE FOR A HOLDING TAI`."< ONLY IF ALL.
OTHER 4 t ARE RULE OUT BASED ON SOIL CONDITIONS;
6. PLEASE use )reviations shown here for writing profile descriptions and comt the plot plan;
7. MAKE A LEGIBLE diagram accurately Ir, ng your test locations. Drawing to sc,is preferred. A
-te sheet --y be used if desired;
t sr e y( r 1- ark and vertical e ~;n i nference point aro cl, l,r shown, anc9 are permanent;
C, i ' ~e all i « )riate boxes as to dates, names, addresses, floor.: '_a, percolation test exemp-
7t ste;
16. i' if "rich as flood plain, elevation) does apply, place N.A. in the re box;
11. S n the ace your current address and yoti Jiration number;
12, Make leg' 0, and distribute as required. ALl TESTS MUST BE FIL-- 'ajITH THE
LOCAL F ` 7Y WITHIN 30 DAYS OF COMPL~ ON.
ABBREVIATIONS FOR CERTIFIED SOIL TESTERS
ates and Ti Other Symbols
t,,,,er 1G BR - P-`
cal C (3 - 10") SS - & 14
gr C nder 3") LS - Lir
- HG H'
P
and t' _
sl -tr L Is
1 - 1 B n
-
131 1
si Gy - i.
i. ~aCT} Y '7`
Clay Loan
r ~:cl "lay Loath
sC
sic
t
i
- CC
pl. _ nffi
rri
HVVL - I Ih
f:. BM - E
VRP - 1 I ice Point
.y
;r
TO THE OWNER:
irg a sanit, y cou .fuest
t 1 0
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
DIVISION
INd"l srWe` c P.O. BOX 7969
LABOR AND PERCOLATION TESTS (115) MADISON WI 53707
HUMAN RELATIONS (H63.090) & Chapter 145.045)
LOCATION: SECTION: TOWNSHIP/~ALITY: OT NO.: BLK. NO.: SUBDIVISION NAME:
SE '/W/ 30/T31 N/1116 (or) W C lon n/a n/a n/a
COUNTY: OWNER'S BYNAME: MAILING ADDRESS:
St. Croix Dale Strohbeen 465 Grand Ave., New Ricbrnond, wi. 54017
USE DATES OBSERVATIONS MADE
O .AT ON TESTS:
NO. BEDRMS : COMMERCIAL DESCRIPTION: ~-7 PROFILE DESC=n/a
Residence 3 n/a New ❑Replace I 6-7-92 RATING: S= Site suitable for system U= Site unsuitable for system
CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM: (optional)
®S ❑U ~S ❑U ®S ❑U ❑ S E~U ❑ S ®U conventional
if Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the
under s.H63.09(5)(b), indicate: class Floodplain, indicate Floodplain elevation: n/a
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.)
0-9, 10yr4/2, L.; 9-14, 10yr5/3, Sil.; 14-30, 7.5--
B-5 82 99.65 none >99.65 yr4/4, ls. &gr.; 30-48, 7.5yr3/4, Co. S. &scl.;
48-82, .53r, Co. S.
B-
B-
B-
B-
B-
PERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RAPER INCH ES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD I PERIOD 2 PERIOD 3
P-
P-
P_
P-_
P-
P- _
PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent
of land slope.
SYSTEM ELEVATION
}
1 ~ 1 . i r [ 1 ~ ~ i
I i 1 r ~ s
,
:
s
_ - '
F
S I j
i 3
E
3
E
E
e
E ~a~_....
{
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 (print): TESTS WERE COMPLETED ON:
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
CST SIGN E:
BUTTON: Original and one copy to Local Authority, Property Owner and Soil Tester.
13D-6395 (R. 02/82) - OVER -
'16
INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395
To be a complete and accurate soil test, your report must Include:
1. Complete 'gal description;
2. The u°„ must clearly indicate wheth a residence or commercial project;
1 MAXI ~l f bedrooms or comm fanned;
4. Is th a o or -n(.,-t syG r;
5. Comp r _ sting k. _A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTHER SYSTEMS,` RULED OUT BASEL? ON SOIL CONDITIONS;
0. PLEASE use the abbreviations shown here for writing profile descriptions and compl( , g the plot plan;
7. 1~"AKE A LEGIBLE diagram accurately locating your test locations. Dawing to s l eferred. A
s ~ it-alp sheet may be -,ed if desired;
I -eYr f -k ~ vation reference point ,--low aerrnanent;
. Complete all apl i e box fates, narnes, addresses, flood p' in data, p' .o ion est exemp-
tion, if a pria`~;
10. If , as flop1, 1 ' Jation) d,~es Haply, place N.A. in the appropriate box;
11, S a 1 your..gar ]dress and your ration number;
pi A dis' as required. ALL AIL TESTS MUST BE FILED WITH THE
L'?CAL AUTHORITY WITHIN DAYS OF COMPLET?ON.
ABBREVIATIONS FOR CERTIFIED SOIL_ TE"Q-1
Soy' t and Textures Other Symbols
S-mo (Over 10") BR Bedrock
gobble (3 - 10") SS Sandstone
car Gravel (under 3") LS Limestone
d P-
nled s
f:3
Is L 7(,a Than
- L Than
Bn -
BI
Gy
Y
I R
n
y
sic Clay
CC
pi - ruin
n) 1u d
p
HWL
'r.. fll ,%t-,u, 4..
VFi
TO THE OUt ,
r.. gait. au C y