HomeMy WebLinkAbout016-1030-50-110 (3) .. , ''�D`' c 113r D ) Cs / -02`a / - / 1
Ws. Dept of Safety and Pro ssional Services SCIAL EVALUATION RC2ORT Page / o` 3
Division of Safety and Buildi s 202'I
DECDE in accordance with SaS 385 Wis. Aom. Code •
1
i County •�Ttf, tnrGKx f
Attach complete site plan o paper Set Ca60lthaiYB`tY2 x•" in es in size.Plan must
include.out not limited to: rtigstlmbortsofittilY t(BM).direction and Parcel l.D7FASit percent slooe scale or dim .no arrow. and location and distance to nearest road. 4030-`t
JO'-SO lin
Zed b Date
Please print all information. 2
Personal information you omvrae may ge usao for secondary purposes(Privacy Law,S. 15.04(t)(m)). AZ�� (7UI 1?`
Property Owner Property Location
I - e Jc 1•..'sob EL Govt.Lot t/E 1/4 140 1/4 S / / 13G N R i 5 •E(a&
Property Owners Mailing Address Lot# Block# Subd.Name or CS ' 3Z- 713�
, 9My 3Zo -Y'
City State Zip Code Phone Number I ❑City ❑Village IBTown Nearest Road
I gle..r...0lleayl l t ISg0l3 1 ( 7( 5) 2- .5-Ye 7Y41 Gil ett wee d 1 C'a:44yie1X
I .-New Construction Use:18.. esiaential i Number of bedrooms 3 Code derived design flow rate 4/54!, GPD
10 Replacement 0 Publlic.or commerciai-Describe.
j Parent matena! c7/a l'r 4 T
-( (tit Flood Plain elevation if applicable ft.
General comments field -COMO'
and recommendatio s: `
0 Brrng
Boring# 97.?7 ft. Depth to limiting factor _no in. --
❑ milt Ground surface elev. Soil Application Rate
Horizon Depth Dominant Color! Redox Description Texture StructureBoundary Roots GPDHt =
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. r0n5i5tence
':H#1 -cff#2
I es"? /O YIZ- /2 S.!/ ,/114t6K I my f- CS 2- . Cv , S'
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3 /4-33 /07fzY/4i cl _34xrtb/c ntvfr _ I . Y , c
I r{ 333<,1 ie `1 b/E I -esI 1YwQbk , mar' C3 lf' . q r
S 34-38 10y2‘/y 17.54t2 a/S -4'iJ ,,pet cs1 ,//ot/b/S At✓(r g S • / ) _ • 2 . 4
(, 38-63 toyK-b/g f's( Jmatbrs niPi• _ cS — . 2 • 4,
7 log- (O-/ /d y!_5/4 f 5 cf)5� m Y CS 5 /• O
L
' ® Boring
Z Boring* ,nO
❑ Pit Ground surface elev. /4 / ft. Depth to limiting factor 2 2- in.
Soil Application Rate
Horizon Depth Dominant Coio' Reoox Description 1 Texture 1 Structure Consistence Boundary Roots GPD/ft 2
in. Munsell Qu.Sz. Cont.Color Gr. Sz.Sh. '5ff#1 'Eff#2
/ 6-1 to Ytt 2A Si( aittaG h in v{'r cS i 2 r G , g
2 ?-ILQ tosig ` /y Sf cj ,2-r*:.eGK At-v•'r CS Z.P . Y . C,
3 (6 -20 lb`IK 114, e/ •drnabk nivfr c s 242 , Y , ,G
`/ 22-`/ , i y/l, I1.5 61kf'ledspr(S e l 2n,J)fc m✓C'r- q S -- `y r 4,
S 1`//o-4a 10Ye4/g I1 Isl /Me:61 in f r- _ C g /•�/ CI
lP (plJ (pl 7oYe 54 1 f 5 I 0Sf , ,_ C S _ - S /. O
I I I •
• Effluent#1 =BOO ,>30<220 mglL ano TSS> C <150 mg/L 'Effluent#2=BOD .<30 mg/L and TSS <30 mg/L
CST Name(Please Print) Si aturq, CST Numoer
riniclu�1 �tytr5 .�Y .e.c.I---" 267115
Aoaress Date Evaluation Conducted Telephone Number
2.elq5 ,3o1L• ,(i.4 6,04, l j , u,i SS/o,3 /1-2'Zoe/ 7, , -- 24'%- Y/f5
inn CV-In.n.•n.
Property Owner Pi.-L -_i k '.S k-h Parcel ID# Page 2 of -I
3 Boring# y Boring
rr c
U pi. Ground su age elev. 7 �'( f. Depth to limiting factor 2 in. Soil Application Rate
Horizon Depth Dominant Color I Redox Descnpton I Texture 1 Structure Consistence Boundary Roots GPDift '
in. Munsell I Qu. Sz. Cont.Color Ir Gr. Sz.Sh. ' ff#1 •tiff#2
/ o - g /o9ttSh_ 1 ssf / iZntabh Plirr c5 2P 1 r 4 i p
2. Y-(9 j (b 1l? /y S,-r i24t.z hH hu'rr c$ 2 g t / .
3 I/9-291 If., 112.414, c ( i3-�46K Mv�' c. 1F r y r (.
1 i25 -1t. fb7+z-yl4 i•cya 44 Adierfj c / 1,2/MiK ntuf'r 75 i P . Y / I �r
5 - y3 /e YR-4/y 115I !/ "k 41 f r- 05 — x)- b4rl(9
4 Iy,�-SZIIDYK 5/4) ' c1 t o$j. nf�'r , c5 - i , C' ,. a
t
L
Boring* ❑ Boring
ii pi; Ground surface elev. . ft. Depth to limiting factor in. Soil Applicator Rate
Horizon ' Depth I Dominant Color' Redox Description i Texture Structure Consistence oundary Roots GPDIft
in. Munsell Qu.Si. Cont.Color l Gr. Sz.Sh. 'Eff#1 ':ff#2
4
�
1
I
1
0 Boring
Boring# Groundsurface elev. ft Depth t o limitingfactor
actor in.
❑ PPit
Soil Application Rate
Horzon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDift '
in. Munsell Qu.Sz. Cont.Color Gr. Sz.Sh. _ •4ff#1 Iff*2
I
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Effluent#1 =BOD ,>30<220 mglL and TSS>3C < 150 mg1L 'Effluent#2=BOD ,<30 mgIL and TSS <30 mg/
The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to
access services or need material in an alternate format. contact the department at 608-266-3151 or TT'i through Relay.
SDD•t110 nU I n i s
•
CHECK BOX AS APPUICA&IF. CHECK BOX AS APOIJCAE:E.
n SOIL EVALUATION Scale: 1"=40' ✓ SYSTEM PAGE/OFJ
SITE MAP D 4!iiii� j/i. PLOT PLAN
PROJECT NAME: //,7l/ll//,, JJ
(tossed) 10'1//� DESIGN FLOW: GPD
Pe4-4- .3= 4"-4^-S'(-t„a-.- ) Attach design Ilow calculations for commercial plans.
PROJECT ADDRE relt Pipe Material/ASTM Standard(Tables 384.30-3 8.384.30-5)
—
100.0 Sanitary Sewer_ _•
BM SymGd: 4 BM Elevaaon: Force Maki:
aM rx.cnpnon: h424 e.t E/w.TYC1 14-aaea frills
Indkat,nO h Sy IMPORTANT:
ope(,redlerd('h)Sl Tested Area: Wag Sy�(If applicable): 0 drawing an ARfN Show ground elevation contours at suitable intervals.
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DARRIN SMITH - CBA
48,280 sq.ft. = 1 .11 acres
North 1/4 Corner
S89'48 03 E S89 48 03 E Section 14-30-15
160th Avenue Survey Mark Nail
— — — — 296.91' 579.83'
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P o out/ot2 wo
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out/ot 1 i Y' - N
cl w
LOT 1 :`<< a, ---_.--,
°? 299.78'
N-. .. .__Plain `A S89'55'20"E
3
's . ,• cv . LOT 2
2 --
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5 -
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\—_A.`
.., Steam
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W -6 l'h"--- PREPARED FOR:
IV
Darrin &JoAnn Smith
1594 Cty Rd X
Glenwood City, WI 54013
PREPARED BY:
North is referenced to the
SOIL- TEST. '- LOCATONS.
) oRaClJAL RCC -ENEZ
CERTIFIED SURVEY MAP JUN 06 2022 I
THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER St. Croix County
Community Development
OF SECTION 14, TOWNSHIP 30 NORTH, RANGE 15 WEST,
TOWN OF GLEWOOD, ST. CROIX COUNTY,WISCONSIN. CSm-ada -d 36
INCLUDING LOT 1, CERTIFIED SURVEY MAP, VOLUME 15,
PAGE 4110, DOCUMENT NUMBER 648361.
Northwest Corner UNPLATTED
Section 14-30-15 _
2634.75' _LANDS 160th Avenue I LOT 1, CSM
SurveyMark Nail --- I Vole, Pg 2182
_ ; 5139'48'03"E 1317.37' � -
t. S89'48'03"E '_ _-440.63' - 296.91' centerline 579.83'—-k_-_ T
299.78' 448.72.--- , -289.18'7 -546.45.---'- --
- 4 78 21.19 21.34
24.78' `'• �,o North 1/4 Corner
LOT 1, CSM S89'31'51"W p dA co 1284.30' 262,494 sq.ft. Section 14-30-15
Vo1.15, Pg 4099 / " ' Oom 6.026 acres
S22'34'16"E (1 • incl. r-o-w Survey Mark Nail
235.62' f O/!T/OT 2 33 vories
V L /
LOT 1 area z o spy, 232,238 sq.ft. z o
254,211 sq.ft. o o N T ems, 5.331 acres o /
5.836 ocres o moo soil ��s s4, excl, r-o-w o /
incl, r-o-w co om tests ,Ps, F nNi /
248,228 sq.ft. * LOT S89'S5_20"E /UNPLATTED
5.699 acres 266 78' r rn / LANDS
excl. r-o-w * • r-- • 78' 1 ___
seeiS
UN-
PLA-
TTED c y`P `Dsv , ^S 9'S5'20"E 33.00'
LANDS w OUTLOT 1 us'o• 1 t' house Pi T
LOT 2 area 1,091,082 sq.ft. '23377. 2 LOT 2 `-'4I 3
25.048 acres • 45' r
118,207 sq.ft. w incl. r-o-w 3j4.OB, a'
2.714 acres n> 6q7. 40 -I .-
incl. r-o-w 0 1,068,313 sq.ft. N734s.55"p, 84S ` NI =
105,465 sq.ft. 24.525 acres I
2.421 acres excl. r-o-w 3a.37' I oti D
excl. r-o-w I I 1-
PREPARED FOR. I 1 >.
Darrin &JoAnn Smith 33'50' c
1594 Cty Rd "X" 00'.33 I I o
Glenwood City, WI 54013 1280.34' \ I U
S89'47'28"E 1313.34' I
UN_PLATTED I I 1
LANDS UNPLATTED I UNPLA_TTED
--- LANDS I LANDS
Approximate wetland location per "This map contains areas that are subject to
Wisconsin DNR Surface Water Data Shoreland Overlay Zoning District and Floodplain
Viewer map, if constructing near Overly Zoning District. Additional restrictions
mapped wetlands, a wetland apply. Contact the Community Development Completion Date
delineation may be required. Department for further information." June 2022
Each parcel on this map is subject to State and SCALE, 1" = 300'
County laws, rules and regulations(i.e. wetlands,
minimum lot size, access to parcels, density 0' 300" 600'
limitations, etc.). Before purchasing or developing
any parcel, contact the Community Development
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