HomeMy WebLinkAbout022-1098-80-200 (2)
~~~rJED SOIL EVALUATION REPORT
' Page J- Of Wisoonsin Depail ent
Division of safe and Buildings in accorc ce wil Comm 85, Wis. Adm. Code County T O
Attach cornple site l 4 Pip n than 112 x 11 inches in )size. Plan must ` 1, / U y GCS ife
include, but Urnited to: vertical and horizontal W nd location land distance to nearest road. Parcel I.D. C Da
percent slope, scale 6r dl~j19Wf Re R
\ F ormation.
Personal Informal you f~We may be used for secondary Durposu (Privacy Law, Property 1Loc8tion
P Gwner a r 114 k, /4S 4 T N R E( W
roperty ~ Y ► S~I s
1\ e V a S e r Lot Govt # Lot Block # Subd. Name or CSM# / _
Pro~efly Owners ling Address 2 7' Ir/
Z "t city C) Village own Nearest Road
State p Code Number ❑ f" k
l~c~f~llt IaJI ~Qo11 )~S z _559 irVvt' IV`-
s Q GPO
Code derived design Clow rate
N~ Construclion Use: ❑ Residential / Number of bedrooms - R
❑ Replacement ❑ Public or commel, Describe: Flood plain elevation If applicable
Paront material 't v e j r ' y~ eZ V 1'I 1 vl O a p p s C1 v r,
General oor~ fAll rrn0wJ Sy1j/ i' L'
deoanmos: n 5
an
100- r7 A C] Boring 8 q ft. Depth to limiting favor in. Soil ication pate
Boring # Z Pit Ground surface elev. Boundary Roots Consistence • Eff#1 •Eft#2
Horizon Depth Dominant Color Redox Description Texture Structure Gr. Sz Sh.
In. Munsell 4u. Sz Cont. Color G ci v f 0 , 5 0.
p Y c ~ p 0.-1
m b rnvf~ ~5
~.5 g ~zJ
4 czI Z
In. kmtlon Rate
❑ Boring q~ q ft. Depth to limiting factor
Boll # Lam- Pit Ground surface elev. 1- GPD/ff
•Eff#1 'Ett#2
L:~ Redox Description Texture Struct ure Consistence Boundary Roots
Horizon Depth pominant color Gr. S7- Sh.
In. MunseU Qu. Sz Cont. Color
f ~75~iJC IY1 h
o- ~ a Y - a~sb~~ m~ Y s
W-1 10
) 0 Z cad 10 T Ii
r4
BOD 30 mmg& and TSS 30 mglL
> < 150 mgA. Effluent #2 CST Number
Effluent #1 = BOD > 30:5 220 r and TSS ~ Sig p? SS
CST (Please P(irrt
Condu Tewphons Number
Date Evalua
CConducted
S
Address l 1(r
10 '7j a
Property Owner C C y / IS ~1 G h S C m Parcel ID #
Boring -Z- Page of
.
# 12
F-31 $O''"g/] a
Pit Ground surface elev: ft. Depth to 14nitlng.(acta" k,,-
Horizon Depth .Dominant Color - Redox Dsscdptlon . Texture Structure Son lion Rate
in. - Munson Qu. Sz Cont. Color Gr. Sz Sh. Consistence 'Boundary Roots GPDRIF
•E~1 'Eff#2
» f S
a - V o
a' 3° s s bid m c . S i
0, A
F-1 Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in,
Applicadw
Rate
Horizon Depth Dominant or Redox Description Texture Stnuchure Consistence Son
In. Munson Qu. Sz Cont. Color Rook GPD/ff
Gr. Sz Sh. •Eff#1 •Eff#2
F-1 Boring # ❑ Boring
❑ pit Ground surface elev. R. Depth to IIrrjUW factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Sol (cation Rate
In. MunseU Qu. Sz Co c Color Consistence Boundary Roots G
Gr. Sz Sh. •Eff#1 .E
Effluent #1 = BODG > 30-,c 220 mg1L and TSS >30.< 150 mg/L • Effluent #2 : BOD< < 30
mg/L and TSS < 30 mglL
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.
ssD.nw (RA=)
DI ~
Ro~e~r Cdr, 5~'a"S~~ PLOT rl Ar' 9 3
L o 2
sole -40 ~
Can? ~ 6
t
QZ
Ar
A 83
~,rn # I T of s (~rkC a~ ta. e ~W ~.Ort Corhrv 00'
Ern 2 Top 3 mbar A6ovc 1 ra~t boy cvrha~ kL.9 7i8l
8m2
X ~o
APR 27 2005 ~ ~ .~°X''"~''"de KAT1HL U HGE 4736 WALSH
APR 2 g Zflfl4 REGISTER OF DEEDS
ST. CROIX CO. MI
Si GR~iX COUNTY RECEIVED FOR RECORD
Rgot moord 04/28/2804 12sAePll
S~1r~V~.fvC~'S E?~CGRD
CERTIFIED SURVEY NAP
REC FEE s 13. 00
COPY FEE% AGES- 2
CERTIFIED SURVEY MAP P
Roger and Toni Christiansen
Located in the Southeast Y4 of the Northeast Y4 of Section 34,
T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin.
OWNERS'ADDRESS LEGEND
N
1298 COUNTY TRUNK HIGHWAY M" INDICATES 1' O.O. x 16• IRON 3 x
RIVER FALLS, WI 54022 O PIPE SET (MIN. WT. - 1.13 LB./L.F.) m
[
• INDICATES 1' IRON PIPE FOUND °Ind
A SOIL BORINGS (PROPOSED SEPTIC SYSTEM) BEARINGS ARE REFERENCED 0 SEC71ON CORNER MONUMENT (AS NOTED) ti TO THE EAST WEST 114 SECTION INDICATES FENCELlNE "ZE
LINE OF SECTION 34, T 26 N, R 18 W,
ASSUMED AS S 89.24'31 " W. ■ PROPOSED DRIVEWAY LOCATION R'~ c~c,~~
(R=) RECORDED AS
SCALE IN FEET 1"-300'
NOTE-
F~s7 AN EROSION CONTROL PLAN WILL
100 0 100 2 0 3 BE REQUIRED BY THE ST. CROI X w
COUNTY ZONING OFFICE PRIOR TO
gy;
ATT ( CONSTRUCTION ON THIS LOT. y p
L!4_N_QS °s ~ z;
N 8W 16'52" E 1318.41' NORTH LINE SE114-NE114 y -
- - - - 450.06• -x x x 868.35' *'f" w
\ UNe A_ ZTEA i 116 LOT 4
NQs~ CONTAINS 353,877 I I CONTAINS 1,003,029 SQ. FT. OR 23.026 AC. Q~.t
\ (976,339 SQ. FT. OR 22.414 AC. EXCLUDING Z1
SQ. FT. OR 8.124 AC. I r, I ROAD RIGHT OF WAY)
(351,558 SQ. FT. ; yyE~
OR 6.071 AC. EXC. v a n
\ RIGHT OF~WyA/Y) ~E ~
- ~ w~ Z ~ OWEUJNG
7 SEPTIC N
~ p
LOT-_J_ % AREA
1t 1 co
N 89'2042" E 497.9T w co
. 137.01' 360.96' \1L
~ Y Q ry~~y r ~
LOT 2
GERTIEJ~~? z o~ LOT 3 z
$UFRVEYMA
VQLAUMAE-1-4, IVEwA~
P_AGE842 EASEMENT •°W
w I (SEE N 50' S 50' Z
DETAIL _ - av ~£ETBAClf ll w - - y j
h S 89' W 875.19' - c?
CENTERLINE 197.072$ g T a ti 49.OT ` t7S
NORTH RNV UNE S-1-m- •M" 9°32'22gg'~/~~,,',, ^ 200. 05 405.64'
S89'24.31 400.0.0-57.tF- r- 50.54'. _
s . v" NE 48.60'- ~$9°2431~~1L13ZtM- - - - - - -
A ST 1/4 CORNER - s-69•u'3r IN 52n.44 - 0O_I_lN_TY T_R!1_KK_ H/ii+HWAY_ `M_"- Sd1YP~ATI_E,1?
SECTION 34, T 26 N, R 18 W
(FOUND COUNTY BERNTSEN
ALUMINUM MONUMEO) DETAIL N
1~lVPLATTED LAIVQS l N LAJVDS `SGONg/ `
LOT 2 $ LOT 3
NOTE - : LAUREN E
LOT 2 CONTAINS 205,427 SQ. FT. 66.w
OR 4.716 AC. (188,587 SQ. FT. S 8913 'Y9" f. a 100 gnu Fier
OR 4.329 AC. EXCLUDING r-933.00' 33.0 LpENVIt LE,
: OW
ROAD R)GHT OF WAY)
1;
NORTHRW S, O WE 1/?
LOT3CONTAINS 187,261 SQ. FT C.T.H. -M-
I I S
s`f jab
OR 4.299 AC. EXCLUDING 74 SQ. FT 1~ g 33.07 33.00 2t 167'1 4F
OR 4.136 AC. ROAD RIGHT OF WAY) S 89'3 '29" W DATED:
66.00 FEBRUARY 26,
THIS INSTRUMENT DRAFTED BY JERALD L. LARSON SHEET 1 OF 2
Vol 18 Page 4736
Ufa
Site #3 Town of Eau Galle)
Uldrvch prooosed CSM - NE '/a SW '/a Section 4 T28N R16W
-Mary Jo Hollister had completed a soil report in May 200I du three hand borins to verify soils
parts, but that doesn't count toward the A+4 minimum requirement. g below the A
near the test pits indicated on the soil report plot plan. I found pr 1 g;nnea B31i An In9 Oust
erpretive 11 - horizon) near B1, @ 12" near B2, and faint mottles between
determination will be required to support a design for a mound with <A+4" and additional area needs to be
+
tested to provide room for a larger mound using a lower linear loading rate.
11.X 7,Wd/-V
Site #4 O V) -
Town of Kinn' 8W ( Roger/Tom Christianson proposed CSM - SE'/4 N S'MS3~5~04) and I ghecked soil conditions o Lots 2 & 3
-Carl Heise prepared three reports for this C the
B soil along
some n is
excavated using the existing test pits; I removed backfill and exposed fresh
Lot 2 appeared to haves. I
descriptions to be accurate regarding depth to mottling, although 10". This may have been
redoximorphic iron deposits below the silt loam A horizon at approximately completed roerl so I
tension-related due to the loamy sand layer observed at 8" - i site
reported and the installer
could identify the borings reported, but there were some excavated pits
e soil to make sure that the mound is placed over acceptable borings at
have on t
ibed the caonto noted otndthe site plan to
report. Even if the soil tester "doesn't like" the pit, it should be esc
avoid confusion or worse, installation of a system in the wrong soils.
findin s that the Uldrych and Langer parcels
During the 4/21/04 site visits, Leroy Jansky concurred with my g
will need further soil investigation, saturation determinations, and designs developed for <A+4" mound
systems.
ST. CROIX COUNTY
WISCONSIN
ZONING DEPARTMENT
M r ■ rnr~ ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016-7710
Phone: (715)386-4680 Fax (715)386-4686
Memo to File
From Pam Quinn
Date: 4/22/04
Re: Soil Report verification on-sites (4/15/04 and 4/21/04)
On April 15, 2004 I performed on-site inspections for proposed CSM sites to verify soil reports submitted
for
system installations in soils documented as meeting the A+4" restriction for mounds. On April 21, 2004
Leroy Jansky, Regional Wastewater Specialist and myself visited three of the four sites to follow up on my
inspections. The following is a brief summary of our findings:
Site #1
Jamie Lamer Lot 1 CSM# 637772 V 15/P 4028 - SE %4 NE V4 Section 32 T28N R16W
(Town of Eau Galle)
-The soil tests submitted by Adam Schumaker (9/24/00) are not suitable for A+4" conditions. Due to
the delay in using the reports, the site has been hayed and benchmarks/soil test pit locations have been
obliterated. The general location for hand borings were documented in my notes and I used the dimensions
shown on Adam's plot plan to find approximate tested area. The site contours were not properly represented
on the plot plan and the slope is more concave than expected. Three hand borings were dug, all with
prominent mottling found @ 10" in massive sandy loam below the A-horizon. Soil profile descriptions are
attached. An interpretative review or groundwater monitoring would be necessary for this tested area, but
there may be other locations on the property that can be investigated. The owner will have to contact a soil
tester that can do A+0" determinations before a mound design can be reviewed.
Site #2
Steve Lvnum/Jerem Wildner - NW%4 NW %a Section 26 T28N R16W (Town of Eau Galle)
-The soil report prepared by Lewis Bjork 2/16/02) did correctly identify mottling at <A+4", but this
condition was overlooked during the mound plan design and state plan review process. It was discovered
during county sanitary permit application review. Lewis excavated another test pit next to his original B 1 for
my inspection and I found that distinct mottling was evident @ 11 Lewis concurred with this finding, as
did Leroy Jansky. However, Mr. Jansky took time to examine 2 borings farther south and uphill from the
original tested area, finding that the soils would just meet the A+4" requirement for a standard mound using
component manual version 2.0. Steve Lynum and Jeremy Wildner were present and were advised to contact
the soil tester and have a revised plan developed to send to the state for review and approval to move the
proposed mound septic system to the acceptable area.
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
/ f M / / N / M ■ rnr+r, ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
rm Hudson, WI 54016-7710
(715) 386-4680 FAX (715) 386-4686
COUNTY ON-SITE VERIFICATION FORM
Propertp' ocation
% ~IC IST~A-~~ Govt. Lot 's J9 / /4 s Zd N R E (or w
Propertyomer's mailing Address Lot tI Block til Sttjd. Name CSI,A4 ~
Stage dip Code Ificne Number ❑ Cfty ❑ Village Trnvn Barest Raad
city
( t A//C i/V/llt 4D•
wConstruction Use.[] Plasidential d Number of bedrooms Code derived design flow rate------------- GPD
❑ Replacement ❑ Public or commercial - Describe: ,~~T~
Parent material _ - Rood Plain elevation if icable
General comments
and recommendations:
on M4- 6K LOTS Z fl 3
I
❑ Baring t# Raring l E] in. Sal lication Rate
Pit Ground surfarreelev.Depth tolimitirgfador_.-
Horizan Depth Dominant Color RedoxDescription Tqxture Structure Consistence Boundary Roots «E GPD+fl'Eff#2
r in. IAunsell Qu. Sz. Cont. Color Gr. Sz. 5h. if#l r~ l 0-- b 3 i I Z r
21 _1'7 10 7,
d-
I - 7• ~ r c sb rh+~
Bart ng 1 h
8aing pit Ground surface elev. 0 _ft. Depth to limiting factor----- in. Sal lication Rate
Horizon Depth DominantCobr RedoutDesaiplion Texture Structure Consistena® Boundary Routs GPD(lP
Gr. Sz. 3h. `E1ftI1 'Fffft2
in. Munsell Qu. Sz. Cont. Color
-/o 3
/ ~i /Q- cf. y Cf
ST. CROIX COUNTY ON-SITE VERIFICATION FORM
Property Owner-_- ParcelID#
Page
1-1 Boring 9 ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor-- in.
Horizon Depth Dominant Cola Radox Description Texture 5trudure consistence Boundary Rods GPDff DAP
in Wtunsell Qu. Sz Cant. Color Gr. Sz. Sh. Tall 'M
E Boring # ❑ Boring
❑ Pit Ground surfaceelev. ..............._...ft. Depth to limiting factor in.
Sail A~pM
icatian Rafe
Horizon Depth Dominant Color Redox Description Teahare Structure ;:si tone Boundary Rods GPDRP
ire. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. R. Depth to limiting factor_ -T-_ in.
Sal Application Rate
Horizon Depth Dominant Cobr Redox Description Toxlure Structure Consistence Boundary Rods GPDffP
in. Munseti Qu. Sz. Cord. Color Gr. Sz. Sh. Tff#1 'Eff#2
" EffluGM #1 =800,> 33 _ 220 mg.t and TSS >30_ 150 mg;L ' Effluent #2 = BOD, j 30 aVL and TSS = 30 mgt