HomeMy WebLinkAbout040-1292-10-000 (2) 1Nlscorfs)n Department of commerce SOIL EVALUATION REPORT Page-_L of 3
Division of Safety and aulldings
In accordance with Comm 86,Ms. Adm. Code
County ST,
Attach complete the plan on paper not less then 81/2 x 11 Inches In size.Plan must
C12D\
Include,but not limbed to:vertical and horizontal reference point(8M),direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and locatlon and dhtanoe to nearest road. 0/-/0— l Zr•(Z /0-- 00 0
Please print all Information, R awed b Date
Personal Information you provide may be used for secondary purposes(Prhraey Law,s.1 5.04(1)(m)). O2 tl
Property owner Property Location
CO/J T I NE,N CA t_ T �V�LOPM>✓N T CO(Z.�. • je 1/4 SE 1/4 S 211 T .22' N R ZQ W
Property Own-'a Malling Address Lot# I Bbdt# Subd.Name or CSNW
1$Oa Ag,p-RDa---/J --1, N .�, Su�-T 11100 14o ---- TRU �ILt 1G�-TIF7" �
Stets Zip Code Phono Number ❑City ,[]Wine Town Nearest Road
L-A(/v'E rJ (71,3 757- -15 -[ 0`I LIrJI Ay -c i-►'n
New Construc0on U3e>6 Residential/Number of b Coded design flow rata��Q�__ __ .__GPD
❑Replacement ❑ Public or commiardal- crib
Parent material *AA5 � levatl if applicable ______�t�__..._ �•
sand ral comend t �OA)V�1T I W AL. T k� C 140 5 cR0 OFF CF
and recontmendatbns:
STZ�N�NG
Boring D Boxing )
a R y 3 ft, Depth to limiting factor_`Z_ {�_
Pit Ground surface etev,_�' � In.
Sol]Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
In. Munseil Gu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Etf#2
I 040 10 N 2/z — 1 Z-4 flab (f r b C) s o,8
Z b-13 10`1 V: '' '- 51 � 1M-Lab m i 0.s ��- 5. 0,�
3 210 7.5 3 0:5 q rn - '0,1 11 Z
I, z
soft# ❑ Boring
Pit Ground surface elev. �93•y ft. Depth to limiting factor _ 9 Ztn. Soil Applicatiort Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Elt#2
-ZfabK Cb 3V�- 0,5 O.8
2 a 2 Y Z Z y- Z _ F D,Z 0. ?>
o,n � Z. 0, 3
1f-LabK ml s — (),-7 I ,Z
5�-q t 3 S OSO, D,7 1,2-
Effluent#1 =SOD >30 1220 mg L and TSS>30<ISO ff*& 'Emuent#2=BOD <30 mg&and TSS 5 30 mg1L
CST Name(Please Print) Sl sture CST Number
10 H ►. std ZZ48-v-
Addr?asa Date Evaluation Conducted Telephone Number
W9875 b40+�gttE, RIUE F U-S WT 5y0Z2 g1-0-5 02 -7115 yob-1�7S
Mwons)n Depoftnent of Corrvnems SOIL EVALUATION REPORT Z_
DMslon of Safely and BuCdtrlgs Pam-_ of
In DOW MW wfth Comm a6,W4. Adm. Cods
Adedl oontplste sNe Wan on paper not logo ow a 112 x 11 Irtchas In alts.iMan must 1,ouray Si: cRpwX
Induds,but rot limited lo:varlloal and ho wmW mfarersoe point(OWL directlon and . p�I.D. — "
percant 21000.seal&or dimensions,north arrow,end loostlon and detan"to nearest road. ya 12 Z' -
Please print all la/OrnfeBpn. Rovtewed by ogle
♦•.r.e"I Wor aaen yey ere.nd.�'•Y 0r ua.s#or.eeeneery tU'teaee 1POW66 Lar,B.16.04(t)(en)).
P�MC�er ropsrty l.oeetbn �y
T1N�/VT L � t�l�rr SE 1/4 5E 114 S2q T 2rs N R 2Q W
Propery Oati»r'a Mattlnp Addren l of a Bbe>k r &bd Name or C3hW
.Su rfT-- 101 13 Tgrj
Stet. V I MACE �1f`+� ADZ,
•
Ci VStlogs own Nearest Road
3Lr4fn1E I IM N 15'5449 1(71.3 757- SLt; TRp t tanN+ R6AZJ
New Construction UseX Realdenaal/Number of bodnoome Code d*rtv*d des)prt flow rate C.❑pepleeament 0 Public or oarmwrdel-Det+uf : Flood Pi sin elevation It sppRoeOle -
and recornmende4ons: U EJSr I Onf/11 "f R FJ�ktIt.S
�'ti M ❑
Boring
Pit Ground surface e{ev._89�. H, Depth to llmltlnq fade ? 7 In.
SoA Kaslon Rata
Horbion Dap Dominant Color Redox Dosrxtplton Texturs Svuctvm Condalenee Boundary Roots GP
K Muruell Ou.St. Cont Color Gr.Sz.Sh, Erfa t •E02
b-q I OVRZ L- m. 0.b 3 -u0 0,
3 jq-Zol M V It 3/o p.z-
t► 37-g 7 ip rL s�6 `' 3 0 M ---' -- o� I•Z
Pit Groune surttce Nov. 8 I N. Depth to NmIing(odor In.
Soil Applicalloct Rate
Nor zon 090 Dominant Color Radox Descriptlon Texture Struck" C,ora6lstenee Boundary Roots GPDf1f
In. MtnseM Ou.SL Cori,Color Gr.Sz.Sh. •E01 •EffM2
31 by, m 0,5 0,4
G r'1 i 0.`-� + -*� b.0 0. 0
3 ;'A Io 10 - 1 1 ',•abY, a5 -a L4 0,(v
y y it) yf_ L• 'n0.- s "- 0'q 0,
10\i Ijlq
8q 4L lo
•ERluent u1 ■BOD 3,30!220 myL end TSS 3,30:150 "E-Muent 92■BOO <30 wok and TSS<30 nWL
CST Nam*(Plasee Print) Stpnaturs CST Number
MAql 10 H LL S-M n• 2
Address Date Evakn Conducted Telephone Number
W 9 V5 Wle' V t, R v E L S W T ,5402 Z OG-0 Z- O z C-71 5 N 1.6-1'175
RrY NT+AA AL Lo ��� S6 /
M t UT NAP.
V V I L Ae.7
nprg A �#4
2 t LJM
MIX �-50L DORW W/ D/ACKFiO�
NO COMM 63 5tTAa PKO EM5
/ 141A
96.3
140/W1
4 / i
;e r
�9
r
r
140
�.140A
139/.140
ai
�v
/50+7
139A /
�•� r p4.4
139
rww 59+19. pt
i
mew 59+1 po
i
C�
SIG1�D CSf
23 24 X 3 2
Labor ndHu angel bons Industry, SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations
Division of Safety 8 Buildings in accord with ILHR 83.05,,NOS.Adm.Code
COUNTY
Attach complete site plan on paper not less than 81/2 x 11 inches in size;plan must include,but`•' ST' GzU M
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# N r
dimensioned,north arrow,and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVI ED BY _ DATE
PROPERTY OWNER: PROPERTYL'OCA`ffON ° 1
CO►.1`(LtV Tx�L�1Al�►"1 COQ. SAT S�1/4S ,s. i4,S2V T --11 ,N,R �E( W
PROPERTY OWNER':S MAILING ADDRESS• # BLOCK# SUBC.NAME OR CSM#
\Z3o
TL
Vll.I.P�GE
CITY,STATE ZIP CODE PHONE NUMBER M ITY
-S ,1,4
4, ( ) IQOY ®fOWN ' NEAREST ROAD
[X] New Construction Use[4 Residential/Number of bedrooms [ J Addition to existing building
j J Replacement [ J Public or commercial describe
Code derived daily flow b�� gpd Recommended design loading rate — bed,gpd/ft2 _-% trench,gpd/ft2
Absorption area required 8 S bed,ft2 -1 SO trench,ft2 Maximum design loading rate -7 bed,gpd/ft2--% trench,gpd/ft2
Recommended infiltration surface elevation(s) 889.0 CSTIR'RZERvC ££S)ft (as referred tQ site plan benchmark)
Additional design/site considerations S2E:- L/t S`r -M_ -CA-) 7 3
Parent material LO �rsS ou -Z G t.t�t t'+r� OuTc g 14 Flood plain elevation,if applicable 1v ft
S=Suitable for system CONVENTIONAL MOUND IN-GROUND[U ESSURE I ®S DO U I SYSTEM' U� I HOSING TANK
U=Unsuitable fors stem 21 S 0 U I 21S 0 U
SOIL DESCRIPTION REPORT
Bonin # Horizon Depth Dominant Color Mottles Structure GPD/ft
�z. in. Munsell I Qu.Sz.Cont Color (Texture Gr.Sz.Sh. Consistence Roots
' < ri :::v Bed Trench
;
;. o-I0
q 1 b`l Iz 3!Z s
Z lb-z6
Ground 3 Z6-132 1•S `-uR 3l SQ-(G 0 Sg \f-1
elev.
€g4.b ft
Depth to
limiting
factor
Remarks:
8 ring# n
hl
..� ) o-ll LD`-l(Z3lz � • StJ l� �-blZ �S� aS - . Z -3
Ground
elev.
�°tb,Oft
Depth to
limiting
factor 4
3 LIW
Remarks:
CST Name:-Please Print Phone:
Arthur L. We erer 715-425-0165
dress, Soi Testing & Design Service-P.O. Box 74 River .Falls,WI. 54022
Signature: Date: - .• -
°I Date: r:CST Numbe .
11-30-9'g 220254
r
PROPERTY OWNER QkbKtt' bbl►- SOIL DESCRIPTION REPORT
Page?-of
PARCEL LD.# 1L1p)Iv C.
B rt # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft
Gr. Sz. Sh. Consistence Roots
in. Munsell Qu.Sz.ConL Color Bour>d�y Bed Trends
to 31Z
o- w`12 sit
S S �
z 10-ZV It,`IP- !6
Ground 3 ZV-36 lU`1 D- y16 \S
elev.
896-zft. y Sb-too •S y(Z 31Y - S el G1- o S 9 y11 _ ,-Z i•�
Depth to ,
limiting
factor
Remarks:
Boring #
o 4 1p`123LZ _ sit -Li Zbk �S� c►ti, � . S' ,6
�t-6 1 Zkn S bk 1+4'Ft•- 0-L4 • S . L
Ground y/6 _ �cS�k enmd)jb 0-Aj _ �►`? N�?
8°+�•t�ft.
Depth to S lo$-LVZ 7•S`it-z 31y - SeLG,- I
limiting !
fa-2 LrLIZ,, !
I
Remarks:
Bo ing #
eb�Z 14. I,- w •S ,
`<� E `? Z 9=3y LUy IZ 3/6 � si 1 Zw, SbL� 1�,,.'P� c — • S f.�.
Ground 3 3�' �•S '12 3!Y ogg
elev.
M11 ft.
Depth to
limiting
factor
Remarks:
3oring #
6-:32
around
;lev.
ft.
)epth to
imiling
actor
Remarks:
•rl n'r•inrf�..r•.. n
PLOT PLAN Page 3 of 3
SCALE 1"= SO
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° LOT \30
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t Stl Z. .}. -y�
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o
L alt M U_N
C)9 Z9-7_ l Zq
ZZOISy
( 715 ) 425-o h5 .fie
CST Signature Date Signed Telephone No. CST#