HomeMy WebLinkAbout030-1094-10-120 (2)
RA 1 11) 1994
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. f~/0
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 03-
Please print all information. Review y Date
Personal infomiaation you provide s. 15.04 (1) (m)), g /.5 Z-OL
Property Owner Property Location
oennes Q Govt. Lot 1/4 NE 1 S 32 T 30 NR 19 W
Property Owner's Mailing Address Lot Block # Su d. Name r CSM# t~V a✓r ~U/e
1257 48th Street 1 2 GSM
City S to 2 6)Wb9Ker City J Village Town Nearest Road
St.Joseph 48Th Street
Hudson
W1 New Construction Use: to Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
I Replacement J Public or commercial - Describe:
Parent material Glacial drift Flood plain elevation, if applicable na
General comments
and recommendations: Soils are suitable for conventional system at 0.5 gpd loading rate. Recommed installing 3 tr ches at
elevation 100.20'. Dosing required to reach system area. y r S
Boring 6tr+e
Boring # .N~Si foe S~fL
I J A Pit Ground Surface elev. 104.84 ft. Depth to limiting factor 92's in. Sol Application Rate
O.~
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-8 10yr3/3 none sit 2fsbk ds cs 2fm,1c 0.6 0.8
2 8-16 10yr413 none sit 2msbk mvfr cw lfmc 0.6 0.8
3 16-23 7.5yr4/6 none sic] 2msbk mvfr cw 1fm 0.4 0.6
4 23-33 7.5yr4/6 none Its Osg ml gw 11fm 0.5 1.0
5 33-84 10yr4/6 none ifs Osg ml cw 1fm 0.5 10
6 84-92 1Oyr4/6 none s Osg ml cw 1vf 0.7 1.6
7 92-102 1Oyr4/4 m2d 7.5yr5/8 Ivfs Osg ml - - 0.5 1.0
/Do. , V
Boring # Boring y4 • ro 6 9/
VJ Pit Ground Surface elev. 103.91 ft. Depth to limiting factor >89" in. Sot Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10yr3/2 none sl 2fgr ds cs 2fmc 0.6 1.0
2 4-9 1 Oyr4/3 none fsl 1 msbk dsh cw 2fmc 0.4 0.8
3 9-24 1Oyr4/6 none Ifs 2msbk ds cw 2fm,lc 0.5 1.0
4 24-34 1Oyr4/6 none s Osg dl cw 11fm 0.7 1.6
5 34-70 1Oyr5/6 none s Osg dl cw - 0.7 1.6
6 70-89 10yr5/6 a gr s Osg I dl - F- 0.7 1.6
iob'?' ~p.5
* Effluent #1 = BODS> 30 220 mg/L nd TSS >30 < 150 /L Effluent #2 = BODS <30 mg/Land TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
3602
James K. Thompson
2 rv:_
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceo , Wi 54020 7/3/2006 715-248-7767
l
J
Property Owner Ron Thcenne5 Parcel ID # pending Page 2 of 3
3] Boring # Boring
j Pit Ground Surface elev. 103.56 ft. Depth to limiting factor >83" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD&
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0.6 10yr3/2 none sit 2fgr ds cs 2fmc 0.6 0.8
2 6-10 10yr4/2 none sl 2fsbk dsh cw 2fmc 0.6 1.0
3 10-16 10yr4/3 none scl 2msbk dsh gw 2fm,1c 0.4 0.6
4 16-40 10yr4/4 none sl 2csbk dsh cw 1fm 0.6 1.0
5 40-83 10yr4/6 none strat. s Osg dl - - 0.7 1.6
z
6 31.
4] Boring # Boring
Pit Ground Surface elev. 103.41 ft. Depth to limiting factor >86" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDW
in. Munse l Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *E11#2
1 0-4 10yr3/2 none sil 2fgr ds cs 2fmc 0.6 0.8
2 4-17 10yr4/2 none sil 2fsbk dsh cw 2fmc 0.6 0.8
3 17-36 10yr4/3 none scl 2msbk dsh gw 2fm,1c 0.4 0.6
4 36-44 10yr4/4 none ifs Osg dsh cw 1fm 0.5 1.0
5 44-86 10yr4/6 none strat. s Osg dl - - 0.7 1.6
H#5 contains bands of 10yr4/4 tfs. Loading rate reduced to reflect reduced permeability of horizons associated with banding.
❑ Boring # Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munseil Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2
t
l I
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <.30 mg/L 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.
SBD-8330 (8.07/00) A.GE. 5011 & Site EvakkltbM
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451190
tY-~ CERTIFIED SURVEY MAP 3otj 19 W
Located in part of the SE k of the NE k of Section 32, T
N Town of St. Joseph, St. Croix County, Wisconsin. Q
~oC~t'ly,^aw FILED
,tr.L•"~ tits„
3s F
OWNERS
SEP
Ronald E Lori Thoennes Michael E Tamera Koenig ALL~i< C.y°~ Y"ly JAM 01 1989A.
Route 2, Box 318N L ver ES ~'CONNECL 3
P1. C gip, Register of Deeds
Somerset, WI 54025 y t' 1 L SL Croix Co"Wl Q
VA 'IDS I
~ ~l' f`oJ. a C
«sa
C
'It
,e ~ ~ J ti,• ~ NE Corner of
~u~
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Section 32
tJ b
SCALE IN FEET County
?on Section
200 100 0 200 Monument
unplatted lands owned by others
Bearings are referenced to the
east line of the NEB of section cv
32 assumed to bear N01019'451IE. ` North line of the SE~ of the NEJ Hi v°
S89°45'12"W 536.41 p A N~ hoay RAW
453.89 6 6 7 9l41„W
4
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Vol. 563, Pg. 432
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33'33'
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small tract o o Hi9huay RIW
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O a N\ M ' h 313 0~~
0 a,
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_ 13.16
N890 14'25"W a 5' 0
12' 500.00' w
1- 66 1 Private Q
Roadway Easement M M 1
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308.2.4, to
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/X S76o
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Cul-de-sac to be removed if road is I
w •I
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~i'~ 3 3 monumented west line.of C.S.M. I vii
w o m _ volume 1, page 96.
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vii ^ _P 0) 0 300 6
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33 feet on each side and adjacent to the line
/ between lots 3 6 4 is reserved for road
extension if neccessar t'rt V.!--
3 33/
8EP
W _f.
370.85' ran/ 933.71' AND It CCIN;f
jp N89°56'57"E 1304.56'
w South line of the NEB
Ej Corner of Section 23
C^S_M_-vol. -3,-pg_-900 l° Iron Pipe
This instrument drafted by Fran Bleskacek Proj..No. 88-25 SHEET 1 OF 2 SHEETS
VOLUME 8 PAGE 21117
E
FILE[) ,o FM R
OCT051995►
KATHLEEN H. WALSH l ti OCT 1 3 1995
~
5 3 4 622 Register of Deeds
St. Croix Co., WI ST. CRODIRX'S C UNTY
SURM RECORD
ti
CERTIFIED SURVEY MAP
Located in part of the SEJ of the NEJ of Section 32, T30N, R19W, Town of
St. Joseph, St. Croix County, Wisconsin; including Lot 4 and part of Lot
'3 of Certified Survey Map recorded in Volume 8, Page 2147 at the St.
Croix County Register of Deeds Office. '
N
~W
d oe
+~i+r_
U-
O d Q1
1~ N '
NE Corner
o o
Section 32
c.xaz
VUj
L. Z M I.
d O 66' PRIVATE Ujl
w 0.0
L w ° ROADWAY EAS-EMENT--~
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m ~i r~l ° co o M 66.4I 7604814 ►rw LL7 j / z W I
1
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MWen 3333 `k'ELl /
pR0 ptH loF S3p• 16 r 765, 71 1 >
C7 Is
yNko LINE, 99
2 M
LOT 5 .231
i !4 °o Ll ELUtE vsN < 169,071
4.00 Acres , o SourH U!I
n Iv 2 174,245 Sq. Ft. GF PROP 111
~ ems'
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LOT 6 N
o3.95 Acres C:I
r/)lr~ -~N 0~7~` ry4J ~~x1 171,897 Sq. Ft. .JI
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'Ir'e"' 3.6 Acres ~ 3.09 Acr, ~p ; LU CI
s, , p~1 159,353 Sq. Ft. 34,790,cr e. OY E 0-
0,05 Sri 544,0, USE B N Z
o _r' '
T 6 / 7 7 00 51 .6 ~p O0. ) 0 GARAGE N
655.08' 1018.71 j` DCT 5 I951
x ' --,c i x
>c- _ x
W 570.08' 363.63' E>♦ Corner
o in N89°56'57"E 1084.71 Secton ,32
L. - South line of the NEIL
° n LOT 1 C. S. M. '✓7L . 3 , PG. 970 Com;Wehpzisiree riff JI
c ° - - - - - ICI
E LEGEND Z.onL,%q wild qj UI
Paris Commxttes SI
N ~aII Aluminum County Section Corner Monument Found (j)lt~l
0,4 • 1" Iron Pipe Found
v • if not record
rw •°.•4, :nom O 1 " x 24" Iron Pipe Set, weighing 1 .6ariill zL30 d-ays oL°
per linear foot
4_ EN „ approval data
Y~ YHA G~ yT I -k Exi sting Fencel i ne )pproval shalt be.
`C~ OWNERS
.•P41 veld
Mip ael J. & Tamara A. Koenig
t;USOi~I, g '~s Dornfeld ..K.~,,
Debra K. V Lori •r 1U Ronald N. & & Lori J. Thoennes
~`yNYNN•••• '1 ♦ 497 Cty. Rd. "En
X06 6 0 5 i1 f,~ J P~0:"
Hud§.on, WI 54016
SCALE IN FEET 1" a 200'
! 100 50 0 100 200 300 p
SHEET 1 of 2 SHEETS r
VOL. 11 PAGE 3000 / N 0/(/ ~t
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SE 1/4 OF THE NE 1/4 OF SECTION 32, T30N, R19W,
TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. ALSO BEING PART OF
LOT 3 OF CERTIIFIED SURVEY MAP IN VOLUME 8, PAGE 2147.
SURVEYOR: PREPARED FOR:
O z DOUGLAS ZAHLER
I- o ~ S & N LAND SURVEYING, INC. RON T 48TH ST. S
C" 1257 48TH ST.
o ENLOE STREET w U 2920 HUDSON, WI. 54016
z co go HUDSON, WI 54016 rr11, rr
000
W
0 0
LL uj
w z Q NORTH LINE OF THE SE1/4 OF THE NE1/_
~-~1JJ
w v co 7-
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(n U) ~ L# DIRECTION DISTANCE
(n
z 3' LU L1 S76°25'10"E 37.15' O co
2 H L2 S13°30'13"W 24.69'
CD w Q L3 S24°29'47"E 50.00' t~G DEED TO THE TOWN
N OF ST. JOSEPH IN
LU U I VOL. 1143, PG. 538
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`N : 3.63 ACRES O
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SEPTIC zL v s~ Oct ~ifdl N Cl)
25' w~
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co : • .M / ~ NOTE: LOTS MAY BE SUBJECT TO
O1 1 tl / FUTURE SPECIAL ASSESSMENTS
P S88°52;18"E4a4.75' / FOR ANY UPGRADES AND
aI o A o C°IMPROVEMENTS TO THE ROAD.
Z 4 m / ~~i
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Z LEGEND
w LO 11 a
3.35 ACRES G i d l
I' FOUND ALUMINUM COUNTY
U. 146,056 SQ. FT. ~ SECTION CORNER MONUMENT
w FOUND 1 1/4" IRON PIPE
U) Gj 0
H FOUND 1" OUTSIDE DIAMETER IRON PIPE
LL h O SET 1" OUTSIDE DIAMETER BY 18" LONG
O IRON PIPE, WEIGHING 1.13 LBS. PER
--25' LINEAR FOOT
w ~ Y
z TEMPORARY BUILDING SETBACK
/ CUL-DE-SAC EASEMENT
1" I RECORDED ON SOIL BORING
w , SEPARATE DOCUMENT
FOUND 1 1/4" IRON PIPE ' PROPOSED DRIVE
5.54 FEET WEST OF
_ COMPUTED POSITION EAST-WEST QUARTER LINE SEC. 32 AID ^
V V 3953.84' 1084.71' -
- V
WEST 1/4 N89'39'09"W 219.49 N89'39'09"W 5258.05' EAST 1/4
CORNER mmo wdo X39 pa q m 0 CORNER
SCALE: 1 150'
DRAFTED BY: WES ANDERSON
0 150 300 SHEET 1 OF 2 SHEETS PROJECT# 6572-02 DATE: 10/11/06
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Parcel 030-1094-10-120 05/02/2013 09:32 AM
PAGE 1 OF 1
Alt. Parcel 32.30.19.343A-20 030 - TOWN OF SAINT JOSEPH
ST. CROIX COUNTY, WISCONSIN
Current OX
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s)' O = Current Owner, C = Current Co-Owner
0 - KOENIG, MICHAEL J & TAMERA A
MICHAEL J & TAMERA A KOENIG
1262 48TH ST
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 1262 48TH ST
SC 2611 SCH DIST OF HUDSON
SP 1700 WITC
Legal Description: Acres: 11.120 Plat: 2147-CSM 08-2147 030-89
SEC 32 T30N R19W PT SE NE LOT 3 C.S.M. Block/Condo Bldg: LOT 03
8/2147 12.22AC (EZ-U-1124/633)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
32-30N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
04/23/1990 457838 868/479 WD
2013 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 05/12/2011
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 11.120 127,100 236,600 363,700 NO
Totals for 2013:
General Property 11.120 127,100 236,600 363,700
Woodland 0.000 0 0
Totals for 2012:
General Property 11.120 127,100 236,600 363,7000
Woodland 0.000 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 121
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
E 1 1 OF A 1
Parcel 030-1094-10-160 05/02/201P AGE 3 09:33
P 1
Alt. Parcel M 32.30.19.343A-60 030 - TOWN OF SAINT JOSEPH
Current OX ST CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - THOENNES, RONALD N & LORI J
RONALD N & LORI J THOENNES
1257 48TH ST
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 1257 48TH ST
SC 2611 SCH DIST OF HUDSON
SP 1700 WITC
Legal Description: Acres: 3.660 Plat: N/A-NOT AVAILABLE
SEC 32 T30N R1 9W PT SE NE BEING LOT 8 Block/Condo Bldg:
CSM 11/3000 3.66 AC (EZ-U-1124/633)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
32-30N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
07/23/1997 1220/13 QC
07/23/1997 1189/307 QC
2013 SUMMARY Bill M Fair Market Value: Assessed with:
0
Valuations: Last Changed: 05/12/2011
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.660 77,900 292,800 370,700 NO
Totals for 2013:
General Property 3.660 77,900 292,800 370,700
Woodland 0.000 0 0
Totals for 2012:
General Property 3.660 77,900 292,800 370,700
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch 135
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
L P-AJLD 1993
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil 8 Site Evaluations
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. iU J NG~. ' " (Z~
Please print all information. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s.j14 m)). $ I rJ~ 0
Property
lowng RECEIVED y Location hoenes1 /4 NE 1/4 S 3 T 30 N R 19 W
Property Owne> s Mailing Add ftate Block # Su Name or CSM# ~ 1257 48th Street AU G 0 3 2006 2t Proposed c VG'
City Zip Code Phone Number City Village Town Nearest Road
Hudson ~I ~f M 9949.5 57 St.Joseph 48Th Street
New Construction Use: W1 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement I Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Soils are suitable for conventional system at 0.5 gpd loading rate. Recommed installing 2 trenches at
elevations 99.0' & 98.0'.
Boring # I Boring
Ad Pit Ground Surface elev. 100.20 ft. Depth to limiting factor >901t .1/ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E; PDltl*E
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh.
1 0-4 1Oyr3/2 none sil 2fgr ds cs 1fmc 0.6 0.8
2 4-12 10yr4/3 none sit 2fsbk dsh cw 2fmc 0.6 0.8
3 12-23 1Oyr4/4 none gr sl 2msbk dh gw 2fmc 0.6 1.0
4 23-39 1Oyr4/6 none gr Is Osg dl cw 1fmc 0.7 1.6
5 39-53 1Oyr5/6 none strat. s Osg dl gw 1fm 0.7 1.6
6 53-90 1Oyr5/4 none s Osg dl - - 0.7 1.6
I 1 I Boring # I Boring
A Pit Ground Surface elev. 102.95 ft. Depth to limiting factor 8511 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 PD *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 1Oyr3/2 none sil 2fgr ds cs 2fmc 0.6 0.8
2 4-12 1Oyr4/3 none sit 2fsbk dsh cw 2fmc 0.6 0.8
3 12-24 10yr4/4 none sl 2msbk dh gw 2fm,1c 0.6 1.0
4 24-33 10yr4/6 none Is Osg di cw 1 fm 0.7 1.6
5 33-48 1Oyr5/6 none s Osg di gw 1fm 0.7 1.6
6 48-85 1Oyr5/4 none s Osg dl - - 0.5 1.0
H#6 contains bands of 10yr414 oading to nsduced to reflect redu pnrmeability o horizons associated with banding.
1,4
e,. 4
" Effluent #1= BODS> 30 < 220 mg/L a TSS >30 450 m L uent #2 = BODS < 30 mg/L and TSS <_30 mg/L
nat e: CST Number
CST Name (Please Print) ig
James K. Thompson &7e.. 3602
Address A.C.E. Soil & Site Evaluations bate Evaluation Conducted Telephone Number
7
340 Paulson Lake Lane, Osceo :-W1 54020 7/3/2006 715-248-7767
r Property Owner Ron Thoennes Parcel ID # pending Page 2 of 3
d
a Boring # I Boring
Pit Ground Surface elev. 100.61 ft. Depth to limiting factor in. Soll Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMJ2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 1Oyr3/2 none sil 2fgr ds cs 2fmc 0.6 0.8
2 5-10 1Oyr413 none sil 2fsbk dsh cw 2fmc 0.6 0.8
3 L24-34 4 1Oyr4/4 none sl 2msbk dh gw 2fm,1c 0.6 1.0
4 10yr4/6 none Is Osg dl cw 1fm 0.7 1.6
5 5 1Oyr5/6 none s Osg dl gw 1fm 0.7 1.6
6 45-83 1Oyr5/4 none s Osg dl - - 0.5 1.0
H#6 contains bands of 7.5yr4/6 Ifs. Loading rate reduced to reflect reduced permeability of horizons associated with banding.
4 ] F 16 Boring # Boring
Pit Ground Surface elev. 108.35 ft. Depth to limiting factor >90" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnxture Consistence Boundary Roots GPDMe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-4 10yr3/2 none sil 2fgr ds cs 2fmc 0.6 0.8
2 4-10 1Oyr4/3 none sil 2fsbk dsh cw 2fmc 0.6 0.8
3 10.32 1Oyr4/6 none grsl 2msbk dsh gw 2fm,1c 0.6 1.0
4 32-36 1Oyr4/6 none gr Is Osg dl cw lfm 0.7 1.6
5 36-90 1Oyr5/6 none strat. s Osg dl - Urn 0.5 1.0
H#5 contains bands of 10yr414 Ifs. Loading rate reduced to reflect reduced permeability of horizons associated with banding.
56~ iiA Boring # J Boring
Pit Ground Surface elev. 100.39 ft. Depth to limiting actor 42N in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef #2
1 0-4 1Oyr3/2 none sil 2fsbk ds as 2fmc 0.6 0.8
2 4-11 1Oyr4/3 none sil lfsbk ds gs 2fmc 0.4 0.6
3 11-21 1 Oyr4/4 none SO 2fsbk mfr cs 2fm,1 c 0.6 0.8
4 21-42 1Oyr5/4 none sil 2msbk mfi cw 1fm 0.6 0.8
5 42-80 1Oyr5/4 f1f 7.5yr5/8 sil 2csbk dsh - 1vf 0.6 0.8
Heavy silt coats and organic staining evident on ped faces in horizons #4 & 5.
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS <30 mg/L
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