HomeMy WebLinkAbout008-2015-13-000
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safely and Buildings
Wis. Adm. Code r
county
Attach complete site plan on fbe '!lr~re"'1!i"i4l
include, but not Boiled b. vermntal reference Paroei LD. loca
percent slope, scale or dimen avow, and all kd bnt~on. Date
Permnd infoation you Provid?Wpow" (P Law. s. 15.04 (1) (m)). ~p
Properly Owner -7C`. ; i ( 0 F F i C F - PropertyLocation
>(.U 1/4 S fq T N R j (p E(or)0
Govt Lot /(/N/' 114e--
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
I~l rec,J
City State Zlp Code Phone Number ❑ City ❑ Village (Town Nearest Road
i' Y' I I $ eL2 ( ? ( L-o l ( -2 /4,,,Y 6
® New Construction Use. [~i Residential i Number of bedrooms - k Code derived design flow rate Lf S"c--) 16 GPD
❑ Replacement 1 ( ❑ Public or commercial - Describe:
Parent material ' Flood Plain elevation if applicable
General comments .5YS4-e✓ , elQ V, QUO .
and recommendations:
Boring # ❑ Boring
F I P Pit Ground surface elev._ ft. Depth to limiting factor_ in.
Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
i )v Si 3 rvi S c S 1 VL d-
® Boring # ❑ Boring
Pit Ground surface elev. 9 g ry o ft. Depth to limiting factor C) in. Soil lion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsei Qu. Sz. Cont Color Gr. Sz. Sh. rr •Eff#1 'EM
o-IZ u (3/~ S t yl^kr G5 J1 S
,z-3~ G, yl~ c - s
v 1~' c i 7-S L ✓ - s
Effluent #1 _ BOD j> 30 < 220 mg& and TSS >30 < 15D ng/L ' Effluent #2. = BOO 130 mg/L. and TSS < 30 mg/L
CST Name (Please) Signature CST Number
a V- 7 ~s 3 0 9,
ress 11 C l Date Evaluation Conducted Telephone N ber
2
tat, aZ 71S
1
V A
Property Owner -LC U Z 1 l tL Parcel ID # 1 - Page z of /
5 E] Boring L
Boring # E] pit Grows surface elev. ft. Depth to 6rni ing tailor in. Sou Rate
Horizon Depth Dominant Color Redox Desar'Iption Texture Structure Consistence Boundary Roots GPDffP
•Eft#1 'Eff#2
in. Munsell Qu. Sz. Cont. Color . Gr. Sz. Sh.
o- 10 10 313 st r- C S>t~ 1
Z o 10, r C v-~
2q -3ct t ez
Boring # Boring
❑ Pit Ground surface elev. R Depth to knifing factor in.
Soil icatlon Rate
F-1
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eti#GPDffEff#2
in. MunseU Qu. Sz. Cont Color Gr. Sz. Sh.
Boring # Boring Ground surface elev. ft. Depth to limiting factor _ in.
F-1 ❑
El Pit Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisturuce Boundary Roots GPD/W
in. Munsell Qu. Sz. Cunt Color Gr. Sz. Sh. *M1 'Eff#2
• Effluent #1 = BODs > 30:S 220 mglL and TSS >30:S 150 mglL • Effluent 42 = BODS 30 mg( L and TSS 30 mglL
The Department of Commerce is an equal oppotttmity 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.
saD•naorx•arrom
Adam Schumaker CST - Lic. # 253309
2113 80th St. ph. # 715-750-0279 N LOT 3
Somerset, WI 54025
Chris Kusilek • •
Lot # i3 Plat of Star View Acres II `°T"
8 orris wren
FRACTIONAL SW 1 /4 OF SECTION 19, T28N, max,. -
R1 5W, TOWN OF EAU GALLE, ST. CROIX
COUNTY, WISCONSIN. M12
® SOIL BORING ~ ~Y~I' `
wri - a .
q rs sa s►
L( 2A1 . ¢ - l V gar
e,`", _ 100 0 SCALE IN FEET IN 100 0 100
LOT
12.04 AC
(3.00 RES
IG H WATER
ELEVATIO -
6-3113 0
00
2 . . . . . . . . .
DID I g,,,~ f / "put. /oo•d . . .
o . . . . . .
X 1145,4
X 1143.1
\Lk
o
Ll
OR
M X
THE COUNTY PLAT OF:
S&N LAND SURVEYING INC.
STAR VIEW ACRES 11
DOUGLAS J. ZAIILER
01 aaTRear
FAL0
o ATED IN PART OF THE SW1/4 OF THE SE1/4, AND IN PART OF THE FRACTIONAL SW1/4 SUITEITE 1 41
o 1,
> o @ ECTION 19, T28N, R7 6W, TOWN OF EAU QALLE, ST. CROIX COUNTY, WISCONSIN. NYDSON YR x4016
Cy^ U O PREPARED FOR:
, IND.
O Z LOCATION SKETCH EXCAVATrNGG, D
° - 141 KYYw
.s Na6'2a'47•u UTILITY CASEMENTS A-MU Be RIVER FALLS, WI 94022
617.50' NOPOUORDOREDCa1ESAREMSENACFASUCM
K" :n: MAT THE INSTAWnON WOIAD OISfl1RBANYSATvE1'
smRE'rNEn DsiunFMM AN~iR~mv per ~P
i AM'ONEISAN OFSEC11oNx1,AEOF
♦T 4NSCONSR19TATUIUlUIES, UnLIIY EASENEY18A911EPF1N t
I i MATEMN ME FORMEI OFRIBI1CBOpESMD
I 1 CENTER UNe ByA~ABI1C UfUDEBM ,NNNOTIE WDMrO NINE tj
OF cimm r ■
I i >a11
4 +
:Z LEGEND
' i TABLE .DRAINAGE qW ® RAW Y iN1w1 elm Ma SEW wR a
11
i RA611eNT•V• ■ ARE@ I ty' ewew ElNl lBS
MOSCOW m
n °°JNU' 7
S SECTION 18, T28N, R18W
~i : A aMFBruq J6W % KSL . tlos FDDD e"7/Y• WIR 0111eSS e11M /R
X I i A rASr1w MIAMI, tJ S IwDI..t,•/~wRS DNpS~LeI1pRw RF[
$a C ° A =WNW
SWYJ" nor.. m~ / IEI v D I~FS'~SSIe01ime`YL lw'I:VII 801"01
Q I i / NoFE. MOdq amOl S1NL 00 AMTIIwe a "GENNE IN ~
el
y Q AIL 4ew IOT OOFiB VO{Ip.NS IRIpw tM Ryp y~tN~
RM"Ift
trioaw 1.O iaami0l wAI rOOT" PIPE DIOq Mme IwlwYaaw ma MUO ~i.
m
I o 01 I IA>BSI'7 Y tr uem wtmtr
GO BENEFIT S MMK MAO RwILMAL ON AIIOIeIIw MAP 0 Sa ANA 6OO Awp1Y~MD~yID►AE~lw~q, ,Iw'~p SOME,
` Amq ~p GO As S111e0 NIEBNNN w DLQn w" awDOI lE R a1NC OEM11'3Dw.
/ ; S,,rr Ai c > IW==w MD/w MLVU ND IIE,Ow qrw MII[Iw AYMSf.
DAM
CURVE DATA TABLE
i ISA M RISE (ALL N S A6 R HIM
A.
0" e1i. a." 11O.. ww yy ONES S
Tiww.~sll aw~llrwl~t
a D1e111e 1011[~~ 1p.10,IMOJOAOY 4M ogee IYTJOtOt IDTiYp't
C Iuc. a6e IM SAM NMI" m am AOPoF• MYww w wa ws MFSI%er xwsO00r W4LVff AI ~mw m p00 DODOIf Yp um llAm M.10 0N9Fm'. NgaISR
N MM'Y SFOTII lNIIOU'S
L0.0. w
IS am on uwbl OWW e1Ferlare 7LA 7L** 7W 74AS I NMWMV somw
y
MANO
wwrl ODw ODMADL n SAM ~ ENIWW4rW EWBE Y ESE A Y Ytl0u Ms
j N e an SNFr' MNXW4rl E'eVrYY Slow MM amir4n M V 39 I"llrowe
Daf Sa w NNrMLrw
Sam , NiueMR II~I.O~e t
6101 m «Yrr rwj Ln N vm w4YY
YAND WE JLm e1Wr w MDIWOn ews afe 77r an MwEFlrS w 1Be1r,0t
r r
i 'G RaxgF MI*r FR!! &44(Ep 6G L0~ ®tDkE® Eq7
i, LOT 14 q M~IIIA p we eE,p 1p
~p,~,, xna ADVa
a7.,rT Y Na0'p7124•E/607.04' MONIN
rUV4 >BE
42.13't74.ZJ' \ Naa'Z..." 900.81•-.-~
\ KtIL . Its{J ~ -
TABLE • DRAINAGE
SASEMlNT'Y' \Y
avow
W ae1S'4V A MAP LOT 15 LOT 16
\ Z S
u - ARAfl17 DJW
JAIr
Ann I" - III II I W w'Y Ii.m ft 1 ,XS tNW & LOT 17 I
= ar Arw10'r rase'
I J y I
sur
i TABLE • DRAINAGE I31.4N t ACME,
~,1 I AA ADYwww ~ or ANNOMO[ LAE, • luF9 Iw IT"jl~ I I I
No SM wFT NEW W ~PG~d
A MVM J W }ID~
w NAM r AWW" a
Ns asawr NBr r
M7a/YAY JASJ1'
¢ \ AaJr
• MF 1•I ~W ' o\
• ........N
M. sov ~mlWV NEW
ton, alrwaA7r
8 ,I #IOWWV 40J1' ICE r/ I
lQI ,avwT Aso ,'1 ..1.............................. I
,I
my ~ r .R4e 0e1T41T ,
A' `'8 I~ 0 _ L NSa'28'1e"W „Sod
I 1a Axv"TirT SEW
1~ vA1 PUBLIC STREET-
I I I
Naesa,s•war.aa ~ FaYNft I*
(tea • 1t
O MOM FOE 11411.7 JF aB0'aW,4„E gBS,BS.
I@ 11ee0 LOT 12
i
c -Ae1AlIK x40 A016
604 8
I ie uOp7Y I nF,aa o rt •0•
+N1r KLrc.nwo
C w11M
B
I®
Iv LOT11 MIL ~ A, wtNlr Liee~A~
MM AgEJ
tx,7N 10. rt. KEW 1011,3741 foimrto'
LSO.. 114LO , y 1r
F N
Ip $aa 8'148499. , \
00 N
LOT 10 • 10 N7gI SAljp 1
Sea asoa„e \ SAM p
I I 7A►mMEj1 Ig TABLE. DRAINAGE \
SSM FF4 IiM~ i``I MaMMNQ / MEGEN AE" 1 I
DUI N IIJtA'O AMAW N7 911100" MX-
I IS AK wv" Mw MJ JM/uut Aw
604 ffi O.~.PW OG'1 ,~NBpy !7 Ip~i IF AOFUU'F ur NJ A&"W t Err I 1
IS AV71110" 41W a, sowum Mw MOO [L. 9 ffi P0. 5108® "1 I:J I~s ~n 1 I I I 6,~4 9
}}yy I~ a MWWE"
I i I I
SINES" N" aaw w Awwss aar I
N It N JuuOrY 7LW W Aee,eSlT rAA1Y' I I
1'• I VV I M M/ atfu$ M I
Z Z.2" Oo
I NI AVOW" IAr IA Jm1ItN1fY /aAY' I Im I 1
ASONVOT
SET 'AM
M
MJ AM NAW I: ASAM JKW I I I .l I 1
Sp Cy I W4 AYew" Am4Y NY AYrwat JAr
1
sm It . (SAF ' = { M ~ MN AMY/uT AL7{1' 1 I I
Er~
~ tle AMADa01Ai w1Y _~B•~_ ~ I
_ _ ry^Ij
6®4 9 O,b1.P.0• pq zCTN AVENUEJ --,Iwa7DT tta.7i.- ~--I- N ~_.L
604 ffi 6.E§.[N, Ob 6044 C.b3.[W, Ob I I -
SCALE IN FEET 1'. Iw AM ~17C~B
t i I
716IIFEEe6111eA1m N ,e1IAY MAK O ID. 1054 wli N/r/NW SHEET 1 OF 2 SHEETS
i
MEN B ER
m
Ge■m® SIQ~
STAR VIEW ACRES II ~*a• N~IN-~•»~^~
CHRIS KUSILEK Y.m.K NNM Saba SAMU DAM 11/23/04
fi11u-w-00 m 716-0N
11"M IN, "La°al°° SO NN °°sl-oa
TOWN OF EAU GALLS, ST. CROIX COUNTY, VASCONSIN ns-WNe.'- u reswrrl....7mFa.
FINAL PLAT Auth'ConsultinjAmciates Sdcll Lad M awIom-D2
Surveying " A1SMNi1nLa tEww tlowrtaa MAMO DAM