HomeMy WebLinkAbout022-1035-30-070
W;,0'wnsinDepartment of Commerce SOIL EVALUATION REP Page 1 of 3-'
Division of Safety and Buildings y- r
in accordance with Comm 85, Wis. Adm. Code / I
ST C lX
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.~t G
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. OZ2-/o 3S- -3o-o7o
Please print all information. vi ed by , jq6 to
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). a~ 6 3
Property Owner Property Location
G1Z~60 RY AhA GA'1 L G S S L IU G N~ 49v6-Lot S %,J 1 /4 Q L 1 /4 S 13 T Z8 N R 18 E (or)(@
Property Owner's Mailing Address t # Block # Subd. Name or CSM#
36 3 P t- ~-S)N-/uT FN ,v U e _ c g)%, ~-29
City State Zip Code Phone Number . Nearest _71 6 [P-4n<
oa
2luWZ l--tru s W{ SVoZZ LS) q zS-S1 u ~.t>vlvt0- tlva .l 1c 11 cT 11 s ~l
-Ar '04-
® New Construction Use: ® Residential / Number of bedrooms a 1500 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material C---~,LPrCLt°rL -R L.L Flood Plain elevation if applicable N • . ft,
General comments /'J_ „ _ o_
and recommendations: 1 1 OU W q `x 7' ~j S~TLI tau (~k J f-° , (q r'oC n U KW is-'
►ti-t thi tM-tU W1 t Z`' of S f=1L L Flood pla.r`- la~oYe
F I Boring # ❑ Boring
®pit Ground surface elev. C~Q - O ft. Depth to limiting factor 35 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
_f.. o-t8 to~tR. ~L3 s!I z.~Sbk wt`~-- ck; 1~ .s ~
Z 1~ -Z 4' !D`-t R" 3l Z - S1 Z 'm 1v1`~'f- CLc, - . S S
3 z$ 35 7_S7iL3t5/ - Gt.. ~sbh h1v~l^ cg t.2
~s--~[l Sy~3! Cz~ ~S~tz s IsaS) owe wtv- ,S
i
❑ Boring M Boring # 98 O F
® pit Ground surface elev. ft. Depth to limiting factor in. ~C'NqO
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
c7-13 ID`1R 31Z _ gl I 2,-4~3 b►z YAJF- CLV _5..
2.. t3 Z ) Q'I 311, - siI Zrnsbk rn'f
3 z447 ~SY231 CIA -)•Sy12 S/8 &V S 1Cs)D 'rn U - -Z
Effluent #1 = BOD5 > 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) ignature CST Number
Arthur L. Wegerer ; 00-Z~S-Z 220254
Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. 1-lain St. River Falls, WI 54022 ~•.5-0~ 715-425-0165
.t
Property Owner 6 S S I /`J Parcel ID # Page Z of
F1 Boring # ❑ ,Boring
® Pit Ground surface elev. ~g ft. Depth to limiting factor ?-(0 in.
Horizon Depth Dominant Color Redox Description Soil Application Rate
Texture Structure Consistence Boundary Roots GPD/ft2
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. L *Eff#1 *Eff#2
j O -L`i 1 O`t 6z 31 Z s l ~ bk W1- fir- Ct.V S . 1a
Z n-Z6 io`t2 3l6 - sit zwtsblT yh- eg _ S , 8
UA-s -7S`/1z3! 0 Z9. -1.S~-/25 I8 31dA►~S yes - ,
ON" •VI vRy- a 3 . S
❑ 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
❑ 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 = B OD, _
ODs > 30 _220 mg/L and TSS >30 < 150 mg/L Effluent #2 - 130135 30 mg/L and TSS < 30 mg/L
The 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 the department at 608-266-3151 or TTY 608-264-8777.
seD-9330 (x.6/00)
PLOT PLAN Page 3 of 3
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$ 01 715-425-0165 220254 by ZyS Z
CST Signature Date Telephone No. CST No. Job NO.
FRECEIV tv
DEC I5 ~ 83sA97
VOL21 PAGE 5284
KATMMW H. WALSH
ST. CROIX C()Utm REGISTER OF DEEDS
ST. CROZX CO., VI
VEYOR'S MCOF0 RECEIVED FOR RECORD
101041200b 12:35PH
CERTIFIED SURVEY tiAP
CERTIFIED SURVEY MAP CO YFFEE.- 5.000
PAGES: 4
Gregory and Gail Geissinger
Located in the Southwest 1/4 of the Northeast 1/4 of Section 13, T 28 N, R 18 W,
Town of Kinnickinnic, St. Croix County, Wisconsin, being part of Lot 2 of that Certified
Survey Map recorded in Volume 15, Page 4054 of St_ Croix County Certified Survey Maps.
NORM QUARTER CORNER ffiMYEYOB•S Apj2z 8
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SHEET 1 OF
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Vol 21 Page 5284
Parcel 022-1035-30-070 02/29/2008 11:10 AM
PAGE 1 OF 1
Alt. Parcel 13.28.18.195A-70 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
10/04/2006 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - GEISSINGER, GREGORY N & GAIL L
GREGORY N & GAIL L GEISSINGER
D1315 ELM ST
MARSHFIELD WI 54449
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ' 1472 CTY RD J
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 13.037 Plat: 5284-CSM 21-5284 022-06
SEC 13 T28N R18W PT SW NE FKA LOT 2 CSM Block/Condo Bldg: LOT 08
15/4054 BEING CSM 21-5284 LOT 8 (13.037
AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4)
13-28N-18W SW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
10/04/2006 835897 21/5284 CSM
07/23/1997 941/139
07/23/1997 876/515
07/23/1997 739/514
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/07/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 13.037 120,000 0 120,000 NO
Totals for 2008:
General Property 13.037 120,000 0 120,000
Woodland 0.000 0 0
Totals for 2007:
General Property 13.037 120,000 0 120,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
69
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Parcel 022-1035-30-010 08/15/2006 09:42 AM
PAGE 1 OF 1
Alt. Parcel M 13.28.18.195A-10 022 - TOWN OF KINNICKINNIC
Current I X I 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 - GEISSINGER, GREGORY N & GAIL L
GREGORY N & GAIL L GEISSINGER
D1315 ELM ST
MARSHFIELD WI 54449
Districts: SC = School SP = Special Property Address(es): * = Prima
Type Dist # Description * PLEASANT AVE
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
al Description: Acre . 27.621 Plat: 4054-CSM 15/4054
i l
SEC 13 T28N R18W SW NE BEING LOT 2 CSM Block/Condo Bldg: LOT 2 CS /
15/4054
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
13-28N-18W SW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 941/139
07/23/1997 876/515
07/23/1997 739/514
2006 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/10/2005
Description Class Acres Land Improve Total State Reason
UNDEVELOPED G5 27.621 69,000 0 69,000 NO
Totals for 2006:
General Property 27.621 69,000 0 69,000
Woodland 0.000 0 0
Totals for 2005:
General Property 27.621 69,000 0 69,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch 137
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
1
%EI'ARTM OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS
~dDt.,ISTRY, DIVISION
,ABOR AND PERCOLATION TESTS (115) MADISOP.O. BOX N W 53707969
UMAN RELATIONS
(ILHR 83.09(1) & Chapter 145)
f- CATION: SECTION: TOWNS HIP/Mt7NTCtPA-L-t1-r: LOT NO.:BLK.NO.: SUBDIVISION NAME:
\ 1 K E'/ 13 /T-)g N/R 12E K Ito kA r, l k) d V
.IOUNTY: Clcurer', MA1~ INGA ADDRESS: SE DATES OBSERVATIONS MADE
--NO. BEDRMS.: COMMERCIAL DES RIPTION: A i T
Residence '"Z ew ❑Reptace (ye P/746, ;ATING: S= Site suitable for system U= Site unsuitable for system `e__
ONVF TIONA MOUN IN-GROUND-PR _URE: S TEM-IN-FI LkjHOLDI TAN EC MMENDED SYS EM(optional) (,p--V-'f r"
_KefR 711 1 &C
,--j 2111 PS EA I EIS EDO I EIS E90 I EIS RU 11 JC-
f Percolation Tests are NOT required DESIGN RATE: / If any portion of the tested area is in the
,riders. ILHR 83.0915)(b), indicate: Floodplain, indicate Floodplain elevation:
PROFILE DESCRIPTIONS
CORING TOTAL DEPTH T R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH
UMBER DEPTH IN, ELEVATION OBSERVED EST.Hl H TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.)
,I (0 Is( Si TS 10" 1,SI 5~
y8 0~-~ 7 (u ~
i3- r[ lL%~ ll l I .i ✓ S U.J¢c~tC 1¢ C2 e~ c
- ft G" .
1 7~ ~L^(~. ~t (l"Q S)_ I-S" 13ns~- l 1 8, SL
s to s t~
B-- 44g"
-RA <
CO. p
Soil vollPERCOLATION TESTS
TEST DEPTH WATER IN HOLE TEST TIME DROP 1 WATER LEVEL-INCHES RATE MINUTES
NUMBER INCHES AFTERSWELLING INTERVAL-MIN. P IOD PERIOD2 PE PER INCH
P-
P-
P_
P-
P-
P-
40T PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori-
)ntat 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
f land slope.
;YSTEM ELEVATION q 9. S' G'fouv,A I-p- j . u-v,CQQ~ Dttk~~6~1~~~ ~t P~
t
I
_0 le J
i
~ 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
,dministrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief.
SAME print : TESTS WERE COMPLETED ON:
3er\~~,~ e ~eso,~ ~SC i9 19'90
XDDR SS: CERTIFICATION NUMBER: PHONE NUMBER (optional):
1,11-C UV rin 4<< ig2`o '30R 177 9-VYD
CST SIGN RE:
1000,
)ISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester.
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5011. DESCRIPTION FORM
(Attach Soil Prot 1la location Mad On a Soparate Sheet!
I CLIENT: t xzo m (Se LG C I kAn LINEAR LOADING RATE:
< /v
Purt PO • r. SLOPE:
DESCRIPTION BY; I ASPECT: S w 1 _
DATC • Cr n I R U CURRENT LAND USE' Pn C f t~V' fe
COLINTY/STATE' nk, t VEGETATIVE COVER: 61 f1L- S
LOT DESCRIPTION: DRAINAGE CLASS'
1
LOCATION: </,~1._T_~QC tl O ~ ~ ^ t'L t CC` t h y~ t L GALLONS: PER SQ. FT. PER DATt o tP
PARENT MATERIAL(s)/DEPTII` SOIL SERIESt V\:e _
0
HORIZON DEPTII MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS P11 :BOUNDARY REMARKS
in. nolsl Gr S:, Shp COATINGS
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OTNER SITE FEATURES/NOTES:
09
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LIMITING FACTORS/DEPTH: S gnature - 4DZZ~ CST /
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low Y& ozz
G 4 . ~i
cv ST. CROIX COUNTY Q ~ Z
r Planninn '71" n^11+a r'nmrnittee 3Q /Q~A2a
♦ 7
o3o
iJAR 2 7 2001 \ 0042 ~a'rJ
o~ ~ 0.2•x- /4~`o
If not lecorned wu11111 aW days of
200 ♦ approval date approval shall be M)16 'Aa 040
Mp~ ~Wl null and void 6ql3?41
s Af,
Survey Map'
v Gregory and Gail Geissinger
part of the Southwest 114 of the Northeast 114 of Section 13, Township 28 North, Range 18 West, Town of
Kinnickinnic, St. Croix County, Wisconsin.
' NORTH 114 CORNER OF SECT/ON 13, OWNER'S ADDRESS:
2 T28#, R/BW, /I"IRON P/PE 363 PLEASANT AVE.
q
.4 FOUND/ RIVER FALLS, W/ 54022
M
16,
h UNPL A TTED LANDS
l2 S B9•l9'/6"E N LINE SW //4 NE I/4
dwrl
I~
wo YEAR STORM FLOOD
O x971 / ELEVATION I TYP/CAL/
i( t
y b i BUILDING SETBACK LINE
✓/fit, 3
9Z
QIh ~ q :
11
W r I 100 YEAR STORM FLOOD ~R~►~i~~ b
g I~ i CONTOI/RtrYPICALI
: N 89 47'58"W 207.26'
N PR/VATS DRIVEWAY EASFNE
f .,.r + O
11,A-I0L.0T 2 l
ti /83.23' ~
Note: An erosion control plan will be required by the
m I O
h~ N St Croix County Zoning Office prior to constructio
Y 0
a I b on these lots. .
bl DR/V£WA S 89047'58"W 280.18' LINE CNA o 1/i
A
W • L/ - NOO•12.17"W 25.00'
O I I L?. S O#* 47'45 "W 31.0/ ' f i a
:~I b y ♦ O L3- NBB•?0'41 "W 43.94' it 0 I~
ri ~I 0 L 4 - N5I •9115/ "W 142.90' W W N VI
h ri
lZ I n • I N p 3 J M
1 I ♦ N i
(bl .N NO$-47'43"E 555.86' b u C VI
I• D I N 314.86' 2~j41. 00'at~ t~ W Q
100' 434.44' 2 h t b at r ~
~S 3 S BI9•4 7' 58NE 467.44' g L07"4 ; ~L.O T 3• a y
° ~LOT5 Eiv Q 4 : :
ZI) h I ~7.~ r ~~Q M of Z ~n ; SETBACK LINE
J o. o r , sEPT/c p o W
b W ~4DR/VEWAY DWELL/N6 ~w~ b ♦ h 6 w L~ N O
2 O,
• p m 4 ~3J' J3' L~ . p C h
6 b
3 o Z C rS89.47'43"W b~ p//03.J4'~- ;t
h t p\fL 3 I/♦1 8
~16T.47'• 24/.03' y 314.30' _ f 241. 00' N ~30 307.0/'
_ -F47. 307.0?'
j b
529. 70,
O 2657.01M M TOP OF IRON Pr/PE E/W 114 LINE i5
_J LAN2$
c N UNPL A TTED "0- Is'
: ALL BEAR/N6S REFERENCED TO THE coob
40
20 x NOR TN/SOUTM 114 L/NE OF -
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