HomeMy WebLinkAbout022-1042-10-100 (2)
•'v~:7sco, in Department of Commerce SOIL EVALUATION REPORT
Qivizion of Safety and Buildings Page of
in accordance with Comm 85, Wis. Adm. Code
. y County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ST - C W Z~
include, but not limited to: vertical and horizontal reference point (B irection and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and stancatoLne~c f
Please print all information. ~[Cl. I Revi Date
Personal information you provide may be used for secondary purposes (Ph acy La VV-'NV~nn,
3 a
Property Owner _ Property Loca ion
114 ~'1/4 S~ S T ZZ N R I~ E (or),WV
Property Owner's Mailing Address if Name or CSM# i
\ZSo evvtt. - CSk1 ~5
City State Zip Code Phone Number City ❑ Village RTown Nearest Road
~Ztiu~Z ~ w~ s ~o zz c ~ Is) ~ZS _6s9 LchLlu~v~ c CEM~~ tzD
New Construction User Residential / Number of bedrooms ? Code derived design flow rate 7 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material - t3u fS Lam{ LL Flood Plain elevation if applicable IU A ft. !!li
General comments
and recommendations: rTT- G b? S S`~-~~ -7p
o•S~G
❑ Boring # ❑ Boring
® pit Ground surface elev. b 3 , S ft. Depth to limiting factor 4 Z in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
u-~o !o~ X31 - s1 lesbk ►n~`f~- cS - L4
Z ~o -3 ` .s x.,23 ~y t 1es~ k m v •H- °tiv - j
3 3~-~tz. ~o~iz~ - ~ o s m v`P~- ~w •S • 9 ~
Q-z- -7 iR3~~ L12sY8 1~S O~ -o 0
LL" C t\,\j
❑ Boring # ❑ Boring
3
® pit Ground surface elev. 6 ' -7 ft. Depth to limiting factor a in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
I 0 -9 1b~4Z 313 - s l o-sbkL \w~T 0-S •Lj . C
z ~-3~ log rz~ 6 1~ ! r^-.s ~ es
3 3g_y 11- Std ' -S '-t Ka- s1a s)as~ caw, - , n . o
Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODs < 30 mg/L and TSS < 30 mg/L .
CST Name (Please Print) Sig tune CST Number
Arthur L: tdegerer aVA41 l~3 53 - : ' -
220~ 54
Address ll e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. 14ain St. River Falls, WI 54022 y` ZS-U ~ 715-425-0165
Property Owner U L~' L Parcel ID # 1- `'~1 /V G Page Z. of
Boring # ❑ Boring
® Pit Ground surface elev. 1 - U it. Depth to limiting factor In.
Horizon Depth Dominant Color Soil Application Rate
Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color
Gr. Sz. Sh.
o r q go~ L 3 _ s 1 c~ b Vt- N v Eff#1 ff#2
Ett
Z q-ZI z-S~2a1 ~eS1~k Y►yVfi- C►~ - ,
3 Z[ -3 tb-tr?--y& - s 1c sb IM,L)A-
~S
3~'-b3 7-SLY 2 S)8 s t►~V - • 3 . 5
Boring # ❑ 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 GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
F] - Boring # ❑ 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 GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L '
Tlie 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 die department at 608-266-3151 or TN 608-264-8777.
SBD-6330 (R.6/00)
e PLOT PLAN Page 3 of 3
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715-425-0165 220254 C~
CST Signature Date Telephone No. CST No. Job NO.
Parcel 022-1042-10-100 02i29i2008 02:26 PM
PAGE 1 OF 1
022 - TOWN OF KINNICKINNIC
Alt. Parcel 15.28.18.228A-40
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - LEMKE, RONALEA & MARK
RONALEA & MARK LEMKE
256 KUSILEK ST
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 358 OLD CEMETERY RD
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 2.170 Plat: 4558-CSM 17-4558 022-03
SEC 15 T28N R18W PT SE NE CSM 17-4558 Block/Condo Bldg: LOT 04
LOT 4 (2.17 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
15-28N-18W SE NE
Notes: Parcel History:
Date Doc # Vol/Page Type
01/21/2005 785565 2735/259 EZ-U
09/18/2003 740399 2412/623 LC
07/09/2003 729372 17/4558 CSM
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 08/10/2005
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 2.170 400 0 400 NO
Totals for 2008:
General Property 2.170 400 0 400
Woodland 0.000 0 0
Totals for 2007:
General Property 2.170 400 0 400
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
i
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
APPROVED
ST. CROtX COUNTY
o
arks Committee
-1111 0 9 2003
lot recur tin 30 days of O
1 I OI O I nis" o ;d hall be I A
n ~ 1 I~I~
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I cg 4 R ~ = u 0 BEARINGS ARE REFERENCED TO THE
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o, I ~I 15, ASSUMED TO BEAR S87°56'22"W
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439.46' i s c: 8*0 mz~ c
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J 271.41'; I 1I I 'a) cw O Z
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cmn ;r BUILDING
m SETBACK LINES s z0
50 ...r ...........i.................... II
N Z U) :0
EAST LINE OF O =
m z / THE NE 1/4 OF I g 1 0 (n
m m 1 I SECTION 15 O 0 n
I I 11 S00°11'15"E 4:::- 439.70' z
221.53' 218.17 m
0 33g?33Q2'271.55' 218.17'1 Soo-11,15"E )
N ► ` - - S000114 5"E 489.72' - - ' _2141.22' •
= wt S00°111 1511E 2630.94' \ T- /
rn m A I o - - ` CEMETERY ROAD
d04 C~o~ot]o d04 9 'o~otlo
cn Z Z w@1 41 C~ pQCE9 16000
~IOd 4 G~LQC~C~ J4~
DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
INDUSTI?Y, DIVISION P.O. BOX 7969
LABOR AND PERCOLATION TESTS (115) MADISON WI 53707
HUMAN RELATIONS
(H63.09(1) & Chapter 145.045)
LOCATION: SECTION: TO UNICIPALITY: 70TIBI-77SUBDIVISION ME:
SE '/4N E114 15 /T2B N/R/8 E (or W KINN/CK/NN/C
COUNTY: OWNER UYER'S NAME: MAILING ADDRESS:
ST,CROIX GERALD EMHOLTZ R2 RIVER FALLS, W/ 34022
USE DATES OBSERVATIONS MADE
NO.BEDRMS.: COMMERCIAL D SCRIPTION: 2f New DES RIPTIONS: PE AT ION TESTS:
Residence N. A. LJNew ❑Replace 5 - 7 - 66 NOT CONDUCTED
RATING: S= Site suitable for system U= Site unsuitable for system
r ONVENTIO AL: MO NO IN-GROUND-PR_tJRE: [os YTEM-INFILLHO ❑LDINTj4NK: RECOMMENDED SYSTEM:(optional)
oSS U S S U EA S [11U N. A.
SUITABILITY SUBJECT TO PERC. RATE BEING G120 MIN.//NCH.
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: N. A. 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.)
NON E 1.91 Bn s/ I/.99 Bn s/ w/fff R mot [/./'1 Bn s/ w/ccp Rmot /2.211
B_ / 3. 2' N. A.
B- 2 an / [2.0'1 Bn s/10.69So fs BANDED w/ cep Rmo1I2.69
3.2' NONE 2.6
B_ 3 an s/ 12.0'1 an fs BANDED w/fff R mot I2.B'/
A.B' " NONE 2.01
an s/ I2.2'/ an s/ w/fff Gy mof / I. I'1 Bn fs w/ccp R Gymof
B- 4 St 2' 1 ~
On / IO.B'1 On s/ 12.3'1 On s/ w/ccp Gy mo f f /.B'/
B_ 5 4.91 q NONE 3• / ~
NONE an sI / 4.0'7 On s1 w/ ccp R mor I 09
6 6 BOONE LOAMY FINE SAND
SOIL MAP SHEET 84 PERCOLATION TESTS NICKIN SIL .
TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERIOD 3 PER INCH
P_ N percolation tests ompleted at this time. T s soil evaluation was cond cted to
P_ d termi the feasabi ity of deve opnan-t.of thi property. More soil borin s would
P_ h ve to be taken to p ove Suit abi ity of this p operty fora ound system.
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.
LLz
SYSTEM ELEVATION
5' _
_q -C I
t
i
, i
I
SCALE 2 0' I I
BACIKH6E A/T t
a+ w
3-3
i ~
m f E i
d ~
44 R
p f
p
i
E~
17 147'
17
t
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:
L AURENC E W. MURPHY 5- 26 - 66
ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
R/ BOX 36A RI VER FALLS , W/ 54022 55 - 2445 425 -_9032
CST SIG AT(
DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tes er.
DILHR-SBD-6395 (R. 02/82) - OVER -
r
f
INSTRUCTIONS FOR COMPLETING FORM 115 - SID - 6395
To be a complete and accurate soil test, your report Hurst include:
1. Complete legal description;
2. The use section rst clearly indif1te whether this is a residence or commercial project;
3= MAXIMUM r of bedroora.~ ,mrnercial use planned;
4. Is this a nevv r -ement syn.'
5. Complete tr i°1 ratinc A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL
OTHER SYS . RE RULED OUT BASEL) ON SOIL. CONDITIONS;
L 3E use the i tions shown here for writing profile descriptions and completing the plot plan;
7. A Ll `"!am accurately locating your test locations. Drawing to scale is preferred, A
shf n I if desired;
a;! e yf Ar = k and vertical elevation reference point are clearly shown, and are permanent;
C ~e all ap ariate boxes as to dates, names, addresses, flood plain data, percolation test exemp-
;aropriate;
10. ? is,.iation (such as flood plain, elevation) does not apply, place N.A. in the appropriate box;
11. fl-form and place your current address and your certification number;
12. Nla legible copies and distribute as required, ALL SOIL TESTS MUST BE FILED WITH THE
LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION.
AE,_ `dIATIONS FOR CERTIFIED SOIL TESTERS
Soil Separates and Textures Other Symbols
st St('r: ! 1011) BR - Bedronk
cot) r 1011) SS - Sands )ne
gr rder 3"t` LS - L
X,s - S" ' HGtfir - High Groundwater
cs - 1d Pere; percolation Rate
coed s - slit>r - 14p-- I
fs - Fine S.. Bldg rring
Is - Loamy Sand > Than
sl - Sandy Loarn < L< TI an
II - Loarn Bn
sil Silt Loam BI ~k
si- Silt. Gv y
C1 r Y o4v
wl r L-am R
sicl- Loam Mot - I
se h
sic t lay fff - f .
C cc - cot
pI - t rnm _ N,
n - Ib'#i.ek d - (
p - p1-t; 11(i' '
HWL - High wa
Six r,-" '-lures swfal .
for E i . rosal BM - Bench
VRP - Vertical
TO I 1NER:
T in securing a sanitary perrn' f ~ or 3t
field prior to permi A
ic. ion must he _ J
ohtairr trait ~11ust be c', d -
yr ,
P