HomeMy WebLinkAbout016-1001-90-400
Parcel 016-1001-90-400 04/05/2007 03:09
PAGE 10F 1
Alt. Parcel 01.30.15.17E 016 - TOWN OF GLENWOOD
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
11/17/2006 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - ADAMS, GORDON T & CAROL L
GORDON T & CAROL L ADAMS
E580 N CTY RD X
GLENWOOD CITY WI 54013
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 3260 170TH AVE
SC 2198 GLENWOOD CITY
SP 1700 WITC 1
Legal Description: Acres: 8.980 Plat: 5313-CSM 22-5313 016-06 ll//
SEC 1 T30N R1 5W PT SW SE CSM 22-5313 LOT Block/Condo Bldg: LOT 04
4 (8.98 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
01-30N-15W '
Notes: Parcel History:
Date Doc # Vol/Page Type
11/17/2006 839020 22/5313 CSM
07/23/1997 933/187
07/23/1997 905/52
07/23/1997 831/155
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 12/04/2006
Description Class Acres Land Improve Total State Reason
Totals for 2007:
General Property 0.000 0 0 0
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
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _ of
Division of Safety and Buildings
accordance with Comm 85, Wis. Adm. Code
C«,rny ST C2 0 Ix ~
Attach complete site plan on paper not less than 8 1/2 x 11 inches to size. Plan must
nciuno tut not !;Tiled to: vertiea! and horizontal reference point (BM), direction and Parw i.0. /
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O16-!
RiMe, / - Date . 10
be tisi~dao .te$oenrlrrfwra~+•e+ ( Y Isw, s. 1 S.oN 0) (m)). ~
Personal information you provide
toy I
' prop"o Owner Property Location i
Govt Lot Std ua SE ua s O N R /S &"C
?00
P.- er 1 v ^::^or'> Mailing Addre^si Lot # Block # Sut No or SM#
z2 - ~3/ 3
C S o CTY t~ k'_ ,
City State ❑ city ❑ Village ®To Neared Road Z_ WLI
Gm. lwoo CST L,si 54af (ff5) ZGS- 4 C-CZ t 00,6 .Ffi
New Construction use: ® Residential / Number of bedrooms _ 3 Code derived design flow rate X5'0 _ VPD
p Replacement ❑ Public or commercial • Desenbe:
Parent material Sq w) D ~TGAX Flood Plain elevation if applicable h.
General comments / ~t SLR" i_
t ano recommendations
1
Boring c~Q
l~J Bori~xJ # ❑ Pit Ground surface elev. M Depth to limiting factor z8 in. Soil Application Rate
Honz( Depih I Dominant Redox Description Texture Structure Consistence Boundary Roots GPDM
tn. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
16 14, 'MM311 s' ~s~K rn~~r 9S /rn .6 , 8
2 !o- 2 l o yR ,Vi 3Ss6 k rn OCr S
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2 8 _ ' !a YR s 5.6/5 m e P/ .S' bvt
Bonng
II Bori #
L ~J ❑ Pit Ground surface, elev. ! ,~q r ~S ft• Depth to limiting factor -in.
Soil A ;cation Rate
I HoniOn t uefNn f Uorrrnenr (;OIL l - Redox DOW" M I exbxe Saucture Oxmistence Botinoary Roots r;Nu/fr !
I
in. Munsell Qu. SL Cont. Color Gr. SL Sh. 'Eff#1 'Eff#2
s/ r3,SdfC /n v+'r 2-F
z ~v'/Z Si / 2sbk ~►L v~'r 9 5 2~
3. 2 /8 /aYR•S ioYES/e-FlPs ,4 Q&/'/ 2.sbK fV_P S
t - 0YR G/ ' /v `t t S 0+5 F *5 6M MV _P,5 l S 0
Emuent # 1 = 800, > 30 1220 mWL and TSS v-30 1150 nVL ' Efltuent 92 = BOD, 130 mg/L and TSS 5 30 mg/L
CS? -e (Freese Pr rW Sig s CST Number
r~><hc-~- ~s a G 7 98s
to Evaluation Conducted Telephone Number
i Address
2993 !3a-t~ f~VE ~~EAl&J00J C'~Ty W/ _5403 8-J-64 _715-245-'x/142._. .
Pruverty Owner G• A A M S Parcxil ION Page Z of 3
22 Boring # ® Scr'ng
~JJ ❑ Pit Ground surface elev. 98' ft Depth to limiting factor in. Soil Application Rate
i Horizon i Depth Dominant Color Redox Description Texture structure ' Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz Conn Color Gr. Sz. Sh. 'Efr#1 -EffN2
1 U - /d r,c jai S /Y 3-ss k 171 ✓.Fr 9 S
M Jar S
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~1 ❑
.,ring is Boring
t_J ❑ Pit Ground surface elev. fl Depth to limiting factor - in.
Soil Application Rate
i Horizon Depth Dominant Color Redox Oescripbon Texture Strudure Consistence Boundary i Roots GPD/ff
in. Munsee Qu. SZ cork Color Gr. Sz. Sh. -Eff#1 -Eff#2
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`-i# Ground surface elev. IL Depth to limi6r>fl factor
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in. Munsell Qu. SL Cont. color Gr. Sz. Sh. 'EffN1 'Eff#2
t
t
Effluent #1 = SODS > 30:5 22.0 n L and TSS >30:5 150 nVIL Effluent #2 =BUDS < 30 rrvyL OM r SS < 30 ~*+g/l
TItv Department of Commerce is an egnakopporainity, service provider.and employer. If you need assistance to access seIVICes or
need material in an altemate format, please contact the deplittnlent at 608-266-3151 or TTY 608-264-8777. -
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CERTIFIED SURVEY MAP
A PART OF THE SW 1/4 OF THE SE 1/4 AND A PART
OF THE SE 1 /4 OF THE SE 1 /4 OF SECTION 1, TOWNSHIP
30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD,
ST. CROIX COUNTY, WISCONSIN
N00'20"23'"W 1 "x-
310.04' ° 'I
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* 20'23"E 452.74 flo~>IIt
' In
JOB 040427
DATE: 02/ 1 1 /05
REVISED: 08/31/05
DRAFTED BY: V. PEACOCK SHEET 2 OF 3
Vol 22 Page 5313
r-
wlsconsln uepanment of Commerce SOIL EVALUATION REPORT Page of
o vlsan of safety and Buildings
,n accordance with Comm 85. Ws. Adm. Code
courlry s 7 CR o t x
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
inc!ude. ^u! not limited to: vertical and horizontal reference point (BM), direction and Parcel i.D. J Q(}-~
percent slope. scale or dimensions"PaFth ar am4 and toCalhl20.8^d distance to nearest toed' e
I
P/ees~e Prln~ r1~7/~~M#e6dtti~. j R by Date`f
Personal inwritnoon you provice miry be used for secondary purpows ( y taw. s. 15.04 (1) (m)).
4w;
or:,;er!y owner Property Location
U
&OP Do W Gov(. Lot SGv va 6C- 1/4 S / T ~d N R E-tw W
I p, Block # Subd. Name or CS."h#~ ' 2 Z/
P;ope,.y 0;;n3; Mailing Addre•.a Lot #
E 536 t.,
City State Zip Code hone Number ❑ City ❑ %Allege Town Nearest Road
&e-64G000D dry, wt 54413 ( 7/5.) 2F.S-4o~9 6:4&Af0 )&0~ S7 CTC`{Gt~
3 Q - VPO
New Consvuction Use: 9-Residential /Number of bedrooms Code derived design flow rate
❑ Replacement ❑ Public or commercial • Describe:
Pere material S7'c^l15 Flood Plain elevation d applicable tt
,,sA
L
General comments ant] r9COmmendeUOnS' _ ~ Lrl ~ r
~ ~ II
I _~J
Baring Ground surface elev.
( i / i 6urir~j a C3 Pit -(y~0 (L Depth to limiting factor in. Application Rate
r I
Horizon Depth t Dominant Coto Redox Description Texture ShWure Consistence Bound GPD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boundary 1 Effa2
/ '0-5 '/a`IR3l Sid 3sbk ,~tv-'r CS
Z -lv 1oYR4/f s11 Z sbk m.YFr G5 Zn1 4r 4Y
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5 24-33 1619 16, `F, -18'SM.7 ~1F Sicl 2s6k rv►-f- r C'S -F • ~o
-~I Boling AL.
ft. Depth to limiting factor in.
' I Bcr°r s a
~J ❑ Pit Ground surface elev. - Soil Application Rate
I Mflnznn l [ 1 exlure Strw~ure Consistence Boundary Roots Gp /ft I
tXtpm f ~n,lw„ern C:OMX keMx 095CbUan 'Eff#1 'Eff#2
in. Munsea du. SL CWL Color Gr. Sz. Sh.
0-4 16yR 3/► 51 3$6 k rn rfr cS 2~ . ~i • g '
2 4-~3 oyR 312 3a-bk rw Gs 2•e. '
3 8-16 16,tx7- 1 Si( 25 kk ,~,tl(f'r C$ ;7-M,. g
nrv vf'r cS /M g
I ~ 11o-1~11uyR~I3 ~ sir( zs6k
S 16-1~ 1o`1K`1~4 J/1 2. S&/< n%V CS
(p 21-32 10`1Ft415 0 `tR618 J Ws F* Sic, Zsbk rn r es, • G
Effluent a1 = BOO > 30 < 220 moll and TSS >30 < 150 TO& ' Effluent #2 = BOO < 30 n-VL and TSS < 30 mg IL
CST N bar
I CST `1a-e (Please Prni) S'fl ~
to Evaluation Conducted Telephone Number
I ,',,ddress
2-~t~3 13a~~./~✓c ~ ..u/s'~a/3 ~-t3-a.~ ~l5-245-ter 1G2
r
Property Owner )q►1~S Panxil ID 0 Page ; of -3
U Boring # Boring 19 4,6 13
surface alev. f1 Depth to limiting factor
pit Ground Soil A icatgn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fR
(L in. Munsell . Uu. SL Goal Color Gr. Sz. Sh. 'Efflel 'Efile2
1 / 0-:7 /'0 ,43/ s j 3sbf[ /lv-'r cs 2 (e I
_ yR 4/.3 S t / 256 A /111(~r eS
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4 22 - !a y941-f 16 V9 -SPIIs -P~P Sig / Zs6k m f cs An .
: r t t
Boring q ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor - in Boil Application Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary i Roots GPD/ff'
in. Munsell Qu. Sz Con. Color Gr. Sz. Sh. 'Effect -Effte2
r ~
t i
I
Boring # ❑ Boring
lJ ❑ Pit Ground surface elev. tL Depth to limiting factor _ :n.
Soil Application Rate
Horizon Depth, Dominant COW Redox Oesgdpdon Texture Structure Consistencoa Boundary Roots PD
in. Munsell Qm SL Con. Color Gr. Sz. Sh. 'Efff11 'Effet2
t
Effluent #1 = SODS> 30 5 220 mplL and TSS >30 1150 nVIL Effluent 92 = BUD, < 30 n VL and ► SS 5 30 -V&
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance tu access Se,Nlices ui
need material in an alternate fortmt, please contact the department at 608-266.3151 or TTY 608-264-8777.
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839IM 20
VOL 22 -PAGE 53L3
KATHLEEN H. NALSH
REGISTER OF DEEDS
ST. CROIX CO.. wl
CERTIFIED SURVEY MAP RECEIVED FOR RECORD
11/17/2006 10:40A1t
A PART OF THE SW 14 OF THE SE 1/4 AND A PART CERTIFIED SURVEY MAP
OF THE SE 1 /4 OF THE SE 1 /4 OF SECTION 1, TOWNSHIP COPYFFEE: 4500
30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD, PAGES: 3
ST. CROIX COUNTY, WISCONSIN SE COR. 01-30-15
FND. COUNTY MON. PREPARED FOR-
E,/4 COUNTY Y MONMON.15 GORDON T. ADAMS
FN~OUNTY .
GLEN
NOO'38'26"W N. CTY. RD. X
_ GLENW000 CITY, WI 54013
2641.04' EAST LINE OF SEt/4
SURVEYOR:
a; GREGORY A. PEACOCK
LOT 1 UNPLATTED LANDS co ` N3754 1000TH ST.
' 2.84 ACRES BY OWNER EAU CLAIRE, WI 54703
123,926.11 INC. R.O.W.
93,068.41 EX. R.O.W.
LOT 2 V) o
2.57 112, ACRES ~ NOO'20'23'W ~ q a A t®
112,023.65 INC. EASEMENT J-!-.310.04 LOT 3 LOT O 2.10 ACRES s q O
91,565.80 INC. R.O.W. rt1
86,332.57 EX. R.O.W. za ENT.
LOT 4 I CSM V17 P45540
,
8.98 ACRES t 4p
391,229.68 INC. R.O.W. 294.5915.45
356,768.21 EX. R.O.W. 3 ih 1
7- 30 CI LOT 3 pNZI 1
Z' , p ~.0
' Z 79.94'
z 'S C4 L~ Q
00
> w
NOO'29!43'W
i-C Q ~~h•~ 317117'
~UZa
y.0 X5 Q J O
Lo Lj
c" LL, LLJ
C%l
~g ;N LOT 4' a N~Qw
~
16 W Of
~ -v~j ((nUc~ CM
NT. v'
aruwa~w StA. .yJb '7c\` Q O
O a0 m r7
cV
ALL BEARINGS ARE REFERENCED TO
THE SOUTH LINE OF THE SE 1/4 OF ` ag
SECTION 1. T30N. R15W, ASSUMED
TO BEAR' S89'15'49"E. 3 \ - M
M M ` \ \ N
Kt w
l O ~
`
16
WEST UNE OF THE 1 /4 •Y ~
EAST UNE OF THE SWi 4 00'20 23 E 452.74
ul) S7 4 CDR. 01-30-15 A.%
~
21/2" PIPE Q~ -
UNPLATTED LANDS I CSM yoi18-
aY OTHER-S PG 4768 p
LEGEND ♦n
Q FOUND 21/2" PIPE
FOUND ALUMINUM ST. CROIX a
COUNTY MONUMENT NOTE: EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE
FOUND 1" O.O. PIPE AND COUNTY LAWS AND REGULATIONS (I.E. WETLANDS. MINIMUM '
LOT SIZE, ACCESS RULES TO PARCEL, ETC.) BEFORE
O SET 1 " O.D. BY 18" LONG PURCHASING OR DEVELOPING ANY PARCEL, CONTACT THE ST. '
IRON PIPE WEIGHING 1.13 LBS. CROIX CO. ZONING OFFICE AND THE TOWN OF GLENWOOD FOR
PER LINEAR FOOT ADVICE.
61~ SOIL BORINGS
EXISTING FENCE Joe 040427 SCALE IN FEET 1"=300'
DATE: 02/11/05
-PROPOSED DRIVEWAY ENTRANCE/ENT. REVISED: 08/31/05 300 0 150 300
GRAFTED BY: V. PEACOCK
SHEET 1 OF 3
I of 3
Vol 22 Page 5313
> r
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
n accor'ance wit" Lamm 85. WIS. Adm. Code Couroy
. Coe 0I
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
inc!ude. bu! not !irrlited to: vertical and horizontal reference point (BM), direction and Parcel W. tance to nearest road.
percent slope, scale or dirtlenskt?n;t,,rlt~[ Amzt.& d la R Date
P10#0 prkfuf "n. Personal in1wrnltion you provide Owy be used for secondary wposes (pr4q LOW. S. 1 S.04 (1) (in)) LIMA-- 7 ~ d /
~ Property Location
Pn+~/rty Owner U lJ
d /iZ b O~ GovL Lot 5GV 114 SCI/4 S( T U N R S W
P=po 0r:^3:', 1.1E-11ing Addre•. S , Lot # Block # Sutx7.Norm e Or CSIV _ ',1 2
J
City Stale Zip Code Phone Number ❑ city ❑ Village Town Nearest Road
a w / Sf 0I If t 6 - o.7 G (ZAI&O / ~ a ~.E.. s'1°
Code derived design flow rate VPD
New Construction use: IFtesbenlial /Number of bedrooms _
❑ Replacement ❑ Public or commercial - Describe: -
Parent materiai Flood Plain elevation d applicable jL ft.
General comments I
rgrOmm9ntleUOnS
I
I
5711 9 Boring
Qr ~ Depth to limiting factor in.
Pit Soil A ication Rate
6i" Ground surface elev., /'add
rtorun Depth Dominant Cotr' Redox Description Texture Sblrcttxe Consistence Boundary RRoots GPQ
I Gr. SL Sh. •E(f#1 •Effn2
in. Munsell Qu. Sr- Cont. Color ,
/ ,o_ 1 y3 1 U / S 3 ,a
6 S ,.S r a
S G
12~- 2 116 ' b ~~8 r S OS rx l e2 -C
i
n Boring
' i # . d 7Z ft. Depth to limiting factor _Zee__ in.
C] Pit Ground surface elev.__. Soil A iceUOn Rate
nt ksdox Oas I educe Structure Consistence Boundary Foots GNurtr
Hrx¢nn trtMn ! (Mn+r+e Cori GnOtwx+ •Ef#i1 'Eff#2
in. Munsea Qu. Sz. Coni. Color Gr. SL Sh. nn
~ ~ ~Q•'f I Q
16 0.5-'q- 4t 4140-11
0 s we . 5 . o
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a~ oY 9 a~ o R a{s S 4
I
< ' = < <
Effluent p t =BOO > 30 < 220 n1g/L and TSS _ 150 Effluent #2 BOD 30 ffxyL and TSS 30 mg&
CST Number
CcT rare (Pe f>rsnij Sig ttAe 24
' Dete Evaluation Conducted Telephone Number
r,ddress
2 f t3'afk. All"
Property Owner C7' R b44'/u5 Parcel ID N _ Page 2' of s~
8""g y Boring
U ❑ Pit Ground surfaceelev. 9 'd~ft. Depth to limifing factor 25 in. Soil Application Rate
F Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz Cont-Color Gr. Sz. Sh. 'Eff#1 -Eff#2
o-•4 X 112- S / l)s S 3~' , L~ / a
Z- s s i I
# Boring
❑ Pit Ground surface elev. fL Depth to limiting Fodor in.
Soil Application Rate
Horizon t Depth Dominant Color Redox Description Texture Structure Consistence Boundarv Roots GPD/fF
in. MuunsQelt Ou. Sz. Cont. Color Gr. Sz. Sh. / yn 'Eff#1 'Eff#2
O - 3 Q (/t~ G7 o iii/' s ~J _ / • u
3 o
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3 16YX'f/ s S r
21-25 oMR el 0v ;4 F5; Q57 O nt .'S /.0
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Boring # Ground surface elev. iL Depth to limiting factor
t ❑ pit _ :n.
_ Soil Application Rate
Horizon Depth Dominant Color Redox Desorption Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
l
:
' Effluent #1 = BOD, > 30:5 220 mWL and TSS >30:5 150 mWL Effluent 92 = BUGS 130 nvyL aM rSS < 30 mg/-
The DeVarlUUCnI of Commerce is an equal opportunity service provider and employer. If you need assistance to access Sei"Me5 or
need material in an alternate format, please contact the department at 608-266-31 S 1 or TTY 608-264-8777.
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839Q~I 20
VOL 2~22~PAGE 53L3
KATHLEEN H. IfdCSA-
REGISTER OF DEEDS
ST. CROIX CO., WI
CERTIFIED SURVEY MAP RECEIVED 608 RECORD
11/17/2006 10: 40A1'[
A PART OF THE SW 1/4 OF THE SE 1/4 AND A PART CERTIFIED SURVEY HAP
REC FEE: 15.00
OF THE SE1 /4 OF THE SE1 /4 OF SECTION 1, TOWNSHIP COPY FEE: 4.00
30 NORTH. RANGE 15 WEST, TOWN OF GLENWOOD, PAGES: 3
ST. CROIX COUNTY, WISCONSIN SE COR. 01-30-15
FND. COUNTY MON. PREPARED FOR:
4 COR. Ot-30-15 GORDON T. ADAMS
WCOUNTY MON.
NOO'38'26"W GLENN. WOOD CTY. CI RD. X
_ LENTY, WI 54013
2641.04' EAST UNE OF SE1/4
SURVEYOR:
GREGORY A. PEACOCK
N3754 1000TH ST.
LOT 1 UNPLATTED LANDS
COD Z~,
1 2.84 6.81 S INC. R.O.W. UY OWNER 1 Fj EAU CLAIRE, WI 54703
93,068.41 EX. R.O.W. v1
~
LO
-1 w cm
2.57 T 2 ACRES F U %
112. ~ ~ cn f~1
112.023.65 INC. EASEMENT all N00'20'23'W o C77
~ 10.04'
J
U O -.4
LOT 3W C~ LOT 11, C) J
W ZN IN 0)
414,
1 2.10 ACRES to M so ~ o
70
to
91,565.80 INC. R.O.W. .v~e.o
1 86,332.57 EX. R.O.W. =La m r
LOT 4 8- 41T. CSM V17 P4551
~
8.98 ACRES # s1 - !
391,229.68 INC. R.O.W. a, 294.59 J 15.45
356,768.21 EX. R.O.W.
m rn LOT 83
Nzl !
1 z °.a o; o
co Z
1 \ M~ 79.94' 1
Z 4 s N > ¢ W
0A` MM29*3-W ~ (((f//~~] Q' U
Q NOch' 317'A7*
/ _ V Z Q
< yro~y5 _ Q ~JO~
I~ C4
¢ N~ Wf'f0>
W Q N Q
Z Q
j
LOT 4 = s~41' W J W 10 4
! . e (rj W H
A. NT.
~ N
ALL BEARINGS ARE REFERENCED TO
THE SOUTH LINE OF THE SE 1/4 OF
SECTION 1, T30N, R15W, ASSUMED 16 4 M
TO BEAR' S89'15'49"E. M \ \ ` N
n
WEST UNE OF THE 1 14 °D 16. ~ '~i1^y1 ,
E 452.74 , ~`.-•""•••1
EAST UNE OF THE SWI 4 1500-20-23
d1iE~OR11
1 S1 /4 COR. 01-30-15
PT(D 21/2 PIPE Q
UNPLATTED LANDS I CSM yo 15-- F- 1 z
B1' QTHEI3S PG 4768._ C) `
LEGEND ^1
FOUND 21/2" PIPE
FOUND ALUMINUM ST. CROIX
COUNTY MONUMENT NOTE: EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE
FOUND 1" O.D. PIPE AND COUNTY LAWS AND REGULATIONS (I.E. WETLANDS, MINIMUM '
LOT SIZE, ACCESS RULES TO PARCEL, ETC.) BEFORE
O SET 1 " O.O. BY 18" LONG PURCHASING OR DEVELOPING ANY PARCEL, CONTACT THE ST. '
IRON PIPE WEIGHING 1.13 LBS. CROIX CO. ZONING OFFICE AND THE TOWN OF GLENWOOD FOR
PER LINEAR FOOT ADVICE.
SOIL BORINGS
610„- EXISTING FENCE JOB 040427
DATE: SCALE IN FEET 1"=300'
02/ 1 1 /05
PROPOSED DRIVEWAY ENTRANCE/ENT. REVISED: 08/31/05 300 O 1 50 300
DRAFTED BY: V. PEACOCK
SHEET 1 OF 3
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Vol 22 Page 5313