HomeMy WebLinkAbout022-1035-30-060 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County ST. CROIX
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
-7 Revie by d j~ 'Date
Please print all inform tion. RECEIVE
Pamnal informadw you lirarldo may be used for mmdary rpoNa (Privacy Lev, a, 10,04 (1) (m)): / ~/G (o
Properly Owner Ti?, ! P 1 Pmov Loci n ❑ ❑
GREGORY & GAIL G E t Govt. Lot W 1/4 NE 1/4 S 1 T 28 N R 18 E (or) W
Property Owner's Mailing Address ST. CROIX <1(rbtW.f?-'. BI # Subd. Name or CSM#
D1315 Elm Street 7 - C'211 SM pe"diag
city State Zip Code Phone Number ity n Village Lwj'Town Nearest Road
Marshfield, MI 54449 ( 715) 452 - 9756 Pleasant Avenue
New Construction LlseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
E] Replacement Public or commercial - Describe:
ft.
Parent material outwash Flood Plain elevation if applicable N -A
General comments Mound System 1.67 sand fill 0.6 loading rate
and recommendations:
To be designed by designer or installer.
1'c11lSlo R1A)G - °r L" (o R P
Boring # ❑ Boring
0 pit Ground surface elev, I O l ,OB n: Depth to limiting factof t 6 in,
Old dgplWgn R
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-3 IOYR3/2 1 3fgr ds cb 3vf-m 0.6 0.8
2 3-11 IOYR3/2 1 2fa&sbk ds as 2vf-m 0.6 0.8
3 11-16 10YR3/6 sil 2fabk mfr as Ivf m 0.6 0.8
4 16-20 IOYR3/6 flf 10YR4/6 sil Ifabk mfr as lvf-m 0.4c 0.6
5 20-24 IOYR3/6 c2d 10YR5/6&10YR6/1 sil Ifabk mfr as Ivf-f 0.4c 0.6
6 24-33 7.5YR4/4 m2d 7.5YR5/6 sl Om mfr 0.2 0.6
5 7-
Boring # ❑ Boring 100.00 19
❑ 0 Pit Ground surface elev. ft. Depth to limiting facto in.
Soil Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-3 IOYR3/2 I 31figr ds cb 3vf-m 0.6 0.8
2 3-10 IOYR3/2 I 2fabk ds as 2vf-m 0.6 0.8
3 10-19 IOYR3/6 - sil 2fabk dsh as Ivf-m 0.6 0.8
4 19-24 10YR3/6 f1f 10YR3/4 sl Om dsh as Ivf-m 0.2 0.6
5 24-31 7.5YR4/6 c2f 7.5YR4/4 Is Om ds as Ivf-f 0.5 1.0
6 31-40 7.5YR4/6 m2d 7.5YR5/6 Is Om mvfr as 0.5 1.0
I Horizons 3-6 have some g; Horizon 6 has some pockets of 3/6s.
* Effluent #1 = BOD > 30:S 220 rrg/L and TSS >30 < 150 mg/L * E #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Ma Jo Hollister lrf S64- 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06 - 12, 07 - 14 & 09 - 06 - 06 (715) 426- 1775
Property Owner GEISSINGER, Gregory (Lot 7) Parcel ID # (Pending) Page 2 of 3
Boring
6 Boring # ❑ Pit Ground surface elev. 99.00 ft. Depth to limiting factor 17 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 1 3fsbk ds cs 3vf-m 0.6 0.8
2 3-12 10YR3/2 1 2fa&sbk ds as 2vf-m 0.6 0.8
3 12-17 10YR3/4 sil 2fsbk ds as 2vf-m 0.6 0.8
4 17-19 10YR3/4 flf 10YR4/6 sil Ifsbk ds lvf-f 0.4c 0.6
7 Boring #
q Pit Ground surface elev. 100.50 ft. Depth to limiting factor 30 in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eif#1 *Eff#2
1 0-6 10YR3/3 sl 2fgr&sbk mvfr cs 3vf-m 0.6 1.0
2 6-15 10YR3/3 sl 2fsbk mvfr as 2vf-m 0.6 1.0
3 15-20 7.5YR2.5/3 I 2fsbk mfr as 2vf-m 0.6 0.8
4 20-30 10YR4/6 sil Ifsbk mfr lvf-f 0.4c 0.6
❑ T-
Boring # g Boring Ground surface elev. ft. Depth to limiting factor in.
Pit
Sol Application Rate
Horizon Depth Dominant Color Redox ®saWptlon Texture Structure Conalatenae Boundary Roots
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
i
< 30 mgA- and TSS < 30
* Effluent #1 = BOD$ > 30 < TSS >30 < 150 m * Effluent #2 = BOD5 -
t 220 mg/L and mg/1-
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.
S1313-8330Tag (8.07/00)
Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner ~9Et stn16~R I [vREC.nR~ 4 GA-u-
I"=40ft.
Legal Description I-o-t -r, k pwre, im ~mv- 3w %4 or (except where noted)
, P
t44S ,M"114 5W-C. t3 -fzgN V, 14W Backhoe it
-nom, CF ~ Al t~ ►N1► A c =
Q _ +Amb U RWQ7
s-t CPO %,K CctumTyl wt4--C,0A%A JI
North
-A Owe : ~ ts i~tn~ u,Siefl VOL,
Lim 7 - Li N t-.5 Q cr wr tkd1.L5Rt*0
i+Ct' "t'tM6 '1~'f I
I F•L^ 1b~,®10
ti~1G2°u~' ►OCHG
f
0W DO
c5~~ _ ~p w
R
~.oo
Site cation:
x
a
RECEIV W
835897
DEC 1i J VOL21 PAGE 5284
KATHLEEN H. ALSH
C,{;OIX COUNTY REGISTER OF DEEDS
air. ST. CROIX CO., VI
g~YOR•S M~,ORO RECEIVED FOR RECORD
10/04/2006 12:-15PK
CERTIFIED SURVEY MAP
CERTIFIED SURVEY MAP COPYFFEE: 5'00
PAGES: 4
Gregory and Gail Geissinger
Located in the Southwest 1/4 of the Northeast f/4 of Section 13, T 28 N, R 18 W,
Town of Kinnickinnic, SL 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.
NORTH QUARTER. CORNER RCJHYLrYOB'3 ArD~DBFBS
9fiCfldN 13. T~~ R i8 W w74~ ;„y / B - 42
W tFousa a Iwo ~~~p~f A ~'Y S4-3
Y_LSC±i_
-Soo • D Y WALMAY e , 4 w . WI
> .
i EASIPT- - L4So ~i• s9 s E A&W-650
-193 '-668'+--`-~7A $~1']!!NSi/a
Noo'►6'47" W 6~16 •ol r~± -~ISi 4237r8~- 62219'
c 66.65.•• g s OiJ7ZOT 1 : x RES a end
= •r $ ,3gsSQ. FT. ~'9 z2v 6io SQ. Fr-
2.968+-ACRES N SS,Y3S~1MI a~`•P'A
•~q' eu
Oft nder
d'gt, 4 4t.we Q~ ~,«~i `8
c g ~ 316^ .282+-BQ.Fi. SO'Y8- }g
9 ~ ~ r►~" [ 5~~ r-
- 3 191% 3 1 •16 E oo lr` 379 f¢°o+
OtowF-R,ghtrof-W> line)
J r~~• ~ . ~ N
yl
bo=+- ACM
! .3T~ OR
~vpae,ren }tig-•+_ ~~.a25s WWg
3,uvteJ I" VoL 15. 5.819
30 , X4054 oil
NOTE74 t~ 11/emdn~/ 03 I 1
2W 12.
} CL q~
AMwudr Ceram LOT 8
W
O
s407.i6~ _ ,oQ f i o37+ ACRES
OR F9 n West fpe &
902+ SQ Fr. ~4°6. WeddYlapaq
Line A~
c , 1 •S.° K...~. ~k y2868+-ACRES'.X
56°547 ~F Fr.
SoeRlwtlJbr
NS9 4 , (E%Cf- s.HrrarS.Ib.+n.efws
s6os8'3 X~ WETLAND '-..~srs k
.tix Ileri.r anwlt1
Ddianmies points cm) Ab
as uesimeaby
00 (fa Report nova
C0T $ hme 16 X06) _ k~
~t 1 sc
cout
LOT _4 , ~T 3 Q $ (l
o iiY t-o6W4fine
1
11 T-- at
e~ ian
w841'QUARTERCORNER , O TOP
3FamdNf3'Tz8N. i18W Bev V 1 Bev,s
\ (Foend Bnetsm Ainmmma Cep) "Orr
3679 77' - 26 g0 , :L~ ;Z` SV
--N 89-o8'38•W
I-
EAST- WWTQOARTaa. sTa.v %ui8 C_ TL_H._ "J" sotm was- swmi r4-: gxZ sO~os ,
CD>t21ER
soVfif QUARTER CORNER - - - N 89°08'38" W 5316,V--- U ^~~I~AyT~~1 86ar swnr
swrION Tom) R is W G - 4!1lNJV - - ~ Nei) N, R 18 W
rbaicam s" hn ripe set N
O
c oxv
(Win. Wt. - Lt$ lbs./Jhn. !t)
vissrz • XC 1Udiudieadtsi°s3o& l& ore
w ~ ♦ BorLo,X iAd►tion w E
a,ufi,oemevidmoe
Tort
owper
Section Cermm ? ALonument S
v 1IiD - -X- Iadieafts Fence A" 14ob►eweed to ltzlVo►ti.8aaititi gRnet raec8o+a
June m, s006 socebw as, anrl+w ed bow4wo 8 DDSs be. W.
This Iosuumem Dratted by Muk W. Powey Ot = ) Recorded As SHEET 1 OF 4
1 of 4
,
Vol 21 Page 5284
,jvvN OF KINNICKINNIC
D AT RECEIVED
AUG 0 7 2006
CERTIFIED SURVEY MAP ST. CROIX COUNTY
Gregory and Gail Geissinger
Located in the Southwest 1/4 of the Northeast'/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.
FRR
NORTH QUARTER CORNER SARI SAP
3ECTION 13, T 28 N, R 18 W W74409 STH 1165" / BOX 42
(Found i" Iron Pipe) ~n fQ- Beldenville, WI. 54003
5 Op°12p2 VARIABLE WIDTH JOINT lo' WIDE U!7_ _ LANDS OWNERS' ADDRESS
'1323'0 DRIVEWAY EASEMENT WALKWAY
r 33' 66 EAS ENT S89 o 29 r42 rr E 1331.651 D1315 Elm St.
1 A2 o.oi' - - - - 1316.23_Q 93'27._
--668'+ Marshfield, WI. 54449
s -iV o ~1 ' -~9R1 FzSYL3/9-K114_ _i
_ bo, ^ C D /%N414237 622.
°4647"W 616a g'
66 65 1 ' 2+
B2.31 ;
try O ` r:~;, A30" LOT 6 t155 E N 33°24'55'' E OUTLOT 1
. x
2.992+- 5.156+-ACRES J
O c gyp, y, 35 OR •3 S$ : 3.37' OR
`c N F `.N04-13-13'E
X29 179.29 ',~5as9 bqt ry3~ 4 224610+- SQ. Fl, "rS u,
W A30rz 968+5AC1tgS Fr.
OR N 2° Ag9 Bander `N D
N ' $j 6" 129,282+- SQ. FT. 5o°i8 ~6„E 6
I"d: ly°° ~ $ /Line °39 o
a
EXCL.R 91'+.:~j~ t«~~ 16~ "~N / g1A3 m, r1
191► by •P ° oA ° A' 25A.3 1 y3 39 s
S 89°19'16" E 450.00' L 2 3'S 2 09 S 4y' ro
pp ~v COUNTY SETBACKLINECTypJ 15° a '5% 11 N7 139'i33'
O (too' From Right-of-Way line) 0. ° DA 9N 6
y$ b' S •°p
$3' R W .
LOT X1R
17"A
z 6.022+0RACRES ti11a R26~^~~ / , „~vj 20296 i1''y
20'X 40' Private Drivewa 262,323 SQ. FT. ob ° - 6 °3622 a~r0 3lJ'Q`~S" ono
asement as per Certifiedy
Survey Map, Vol. 15, 5.819+ -ACRES S 85°02'52 W~ Cf< ~~a 84 h'
00 Page 4054 OR g`P 0.0$ 5999 0 144.74 Y
x' ~ 4Y M e Z'
18 . 2548 SQ. FT. NOrE- eander
teitine N~ Q Z 1"
t o r n (EXCL. R/W) to Ceu` b Sea Sheaf 3 for Line
T A4p V C ek b sort atlonrner 0 70T 8 ~°jR Op
Meander 3 82o7 26' W W
O
OR Found 1" Iron Pipe A
o I M C X 67\902+- SQ. FT. L i ,69ne ' West of Property
0 I ~p~ •LPl~~ ~%e►~ i O e - 2 X • 12.868+- ACRES''•X
0 ;
o S OR SQ, Fr. NOTE- A O ji
PQ ` ,Q 5(EXCL. R . \ See Sheet 4 for
I' N 8 ° Set k In '
9 47 58 W W° bac formation A oM ,
26o.18' - x WETLAND and Flood Elevadons N
Wetland Delineation Points aw.) • \for Parker Creek ~ O
I Iten2 s Defined by Graham Environmental 943'
eC; DO ,Ny ces, I nc. (See Report Dated ~X
40T' 16, 2006) 'lp O d. ' • 4
'G*
Certified Sy~'_v_ey
-o I Volume 8, Page 221
S 89°4743" 555.86' cGi`X'K.-
`g NO rE- c
HICH WATER TABLE ON + oo
o SIMMAYRESTRICr
' - - _ _ BUILDING DESIGN.
COUNTY SETBACK LINE(Typ.
LOT 5 LOT _ I L~T _ W c f;W'From Rightro Way-Line)
c BENCHMARK
x WEST QUARTER CORNER BENCHMARK Certi}_ied Serve Ada O 00Top 1 Iron Plpe Fal
SECTION 13, T 28 N, R 18 W Top.t" Iron Pipe
V Assum
ed v
(Found Berntsen Aluminum Cap) Assumed Elev. e 978.43'990.15' o
Dri
O Cent a Exi t. - . N 89°08'y 26.80' i l cov
J3679.77'.-
_ _ 2BN B°47E o .01'
EAST -WEST QUARTER SECTIO_N LINE, - - I
C_ T. H.-M0 UTH 1%4 NE 1~4 07.02
SOU1'H QUARTER CORNER - - - N 89°08'38" W 53:0. ;7' _ . _ lIDA ATTED EAST QUARTER CORNER
SECTION 13, T 28 N, R 18 W LEGEND SECTION 14,, T 28 .18 W
(Found 1" Iron Pipe) (Found "PK' Nail)
02V& O Indicates 1"O.D. x 18" Iron Pipe Set N
G ° . ° e~ (Min. Wt. -1.13 lbs./lin. ft.)
• Found 1" Iron Pipe
a LAUREN e
1vlu • ♦ x Indicates Soil Boring Location W
e ; "Appro~dmate depth from ground surface to evidence
* 1'713 0 * of high ground water at soil boring location as per
DENVILLE,a so(~il~Preport by M. Hollister (CST 224832)
i WI.
Section Corner Monument Scale 'n Feet S i"= oo'
0 (as noted)
1.12 ATED- 200 X00 0 200
June 20, 20o6 X Indicates Fence Bearin s are referenced to the North-South quarter section
' line of Section 13, assumed bearing S oo'la'va" W.
This Instru ent Drafted by Mark W. Peavey (R Recorded As SHEET 1 OF 4
Parcel 022-1035-30-060 02/29/2008 11:10 AM
PAGE 1 OF 1
Alt. Parcel 13.28.18.195A-60 022 - 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 - TRAUTMILLER, FREDERICK & CALLIE
FREDERICK & CALLIE TRAUTMILLER
409 N LEWIS ST
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 373 PLEASANT AVE
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 6.022 Plat: 5284-CSM 21-5284 022-06
SEC 13 T28N R1 8W PT SW NE FKA LOT 2 CSM Block/Condo Bldg: LOT 07
15/4054 BEING CSM 21-5284 LOT 7 (6.022
AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4)
13-28N-18W SW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
09/06/2007 859962 WD
10/04/2006 835898 AGREE
10/04/2006 835897 21/5284 CSM
07/23/1997 941/139 more...
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 6.022 90,000 0 90,000 NO
Totals for 2008:
General Property 6.022 90,000 0 90,000
Woodland 0.000 0 0
Totals for 2007:
General Property 6.022 90,000 0 90,000
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
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 I of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County ST. CROIX
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. (Pending)
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. Re ' ed by Date
Personal information you provide may be used for secondary pu s . 15.04 (1) (m)). /s
Property Owner R ~vt. perty Location r' ■
GREGORY & GAIL ~ISSINGER Lot SW 1/4 NE 1/ S 13 T 28 N R 18 EE(('or)W
Property Owner's Mailing Address AU G U 2 ZOUb Tt # Block # Subd. Name or CSM#
D1315 Elm S et 7 I -O CSM pending
city State Zip Code P"t"rcOUNTY ity Village Town Nearest Road
Marshfield, MI 54449 ( 715 452-975 Pleasant Avenue
Q New Construction UseE) Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material outwash Flood Plain elevation if applicable NA ft.
General comments Mound Sys em .67 s nd fill 0.6 loading rate
anck4ecom dation, :
/ To designed by designer or installer.
Y 4 Boring # 0 Boring ~ 16 ✓
■ Pit Ground surface elev. 101.00 ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfT#2
1 0-3 10YR3/2 1 3fgr ds cb 3vf-m 0.6 0.8
2 3-11 10YR3/2 1 2fa&sbk ds as 2vf-m 0.6 0.8
-3-11-16 10YR3/6 r sil 2fabk mfr as lvf-m 0.6 0.8
4 16-20 10YR3/6 flf 10YR4/6 sil Ifabk mfr as lvf-m 0.4c 0.6
5 20-24 10YR3/6 c2d 10YR5/6&10YR6/1 sil lfabk mfr as lvf-f 0.4c 0.6
6 24-33 7.5YR4/4 m2d 7.5YR5/6 sl Om mfr 0.2 0.6
_
L2
12 ~O 5 Boring # 11 Boring 100.00 19
❑ El 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/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 1 3fgr ds cb 3vf-m 0.6 0.8
2 3-10 1 2fabk as 2vf-m 0.6 0.8
3 10-19 10YR3/6 ~'1~ sil f 2fabk dsh as Ivf-m 0.6 0.8
4 1 24 10YR3/6 ftf 10YR3/4 sl Om dsh as lvf-m 0.2 0.6
5 24-31 7.5YR4/6 c2f7.5YR4/4 is Om ds as 1vf-f 0.5 1.0
6 31-40 7.5YR4/6 m2d7.5YR5/6 is Om mvfr as 0.5 1.0
Horizons 3-6 have some gr; Horizon 6 has ets of 3/6s.
* Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ignature C` CST Number
Mary Jo Hollister 11 171,11, L J~1/ 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06 - 12 & 07 - 14 - 06 715) 426 - 1775
Property Owner GEISSINGER, Gregory (Lot 7) Parcel ID # (Pending) Page 2 of 3
•
6 Boring # Boring ❑ Pit Ground surface elev. 99.00 17
ft. Depth to limiting factor in. Soil Application Rate
Horizon 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
1 0-3 10YR3/2 1 3fsbk ds cs 3vf-m 0.6 0.8
` 2 3-12 10YR3/2 1 2fa&sbk ds as 2vf-m 0.6 0.8
3 12-17 10YR3/4 sil 2fsbk ds as 2vf-m 0.6 0.8
4 174 9 10YR3/4 f1f 10YR4/6 sil Ifsbk ds lvf-f 0.4c 0.6
Boring# 046n9 11 /~2L.r 6~ f ~E F C~F:.t7 / C '~~2~^ 1✓~j r ^
Lai a 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
IZ a 3 sC s`~ rV1 e'-"
a Boring # S 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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
* Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/- 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.
SM-8330Test (R.07/00)
Plot Plan for Site and Soil Evaluation Page 3 of 3
Property Owner coE ss►N4BR, f9RE~bR~ 4 GAu-
1"=40ft.
Legal Description t-o-t „m -r"s :5w N or (except where noted)
tole ..M\114 s--a R. \.4'W ) -rO\.%M CF V sW JJ ICK t/34 \ C L7 = Backhoe pit
p . +A A~Z Bo RNfo
sT CRo\K CQUAS74, North
LM -1 - L t N e;5 w! Cr 'WT 7RBc ~S~i~
tfr'T\MF OF ?Ire
tNGROt~lJDS 100,40
S. t~ROP NbR`CH ~1~,, ~~K~p°~6Qc ~
2 J
1 ~ ID
.po
Site Location:
a X
~c.13
L
Aug 24 06 03:52p Mar!4Jo 7154264827 p.2
Plot Ph= for Site aid Soil E ' R Page 3 of 3
p~,.~,,, owner ~@~aNJ6~'R, ~ GRF fbRy. ~t ~6~A~L.
s . `~p~
l" = 40,E
Legal Desrrip ii (Cwqg where noted)
t+re . `Iv sEe• ~3.TzaN. Rwtw~ -tom, rer. ~~N.e. I~ _ Doc"eepit
0 :.k~o ~ aw6
11 wA
%coma
y P ~TOpc 4\V .~po
i
w A
I r N\~.
z ~ G
i
t 0~ 1
(/h Si 1
,x
Svc. 1 r ~,Q~dl '3 ✓C
Lt O
~v Y t~o 4