HomeMy WebLinkAbout040-1318-00-041 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page l of 3
Division of Safety and Buildings
in accordance with Comm 85,Wit. Adm. Code
County ST.CROIX
Attach complete site plan on paper not less than 812 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BIND,direction and Parcel I.D.
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Re A/ Dato
Please print all im1brmaftn.
Personal information you provide may be used for secondary pub(PdvacY Law,s.15.04(1)(m)). gels
Property Owner Ply NW 114 NW 1/4 S 11 T 28 N R lg 0 El
LEONARD&MARGARET DELAURIERS GovL Lot —
Property Owner's Mang Address Lot* Block Subd.Name or CSM#
706 Coulee Trail N41 — Hills of Troy
City State zip code Phone NurnixW Lim village UlTown Nearest Road
Hudson, WI 1 54016 ( Coulee Trail
New Construction tkeEj Residential/Num1W of bedrooms 4 Code derived design flow rate 600 GPD
®Replacement Q Public or commercial-Deskxbe:
Parent material loess over till Flood Pax elevation if applicable KA R
General comments Mound System- 1.00&sand fill-0.4loading rate-plow depth 12•
and recommendations:
(If pre-treatment system-below-ground drip irrigation-0.6 loading rate)
(MS
Boring D Boring 25
Spit Ground surface elev. 1(174.5.5 ft. Depth to limiting factor in. Soti Rats
Horizon Depth Dominant Color Redmc Description Texture Structure Consistence Boundary Roots GPDW
in. Munsel Qu.Sz. Cord.Color Gr.Sz.Sh. 1 *1211101 IV=
1 0-4 10YR3/2 - sil 3f-ma&sbk mvfr as 3vf-m 0.6 0.8
2 4-11 10YR3/2 - sil 3f-ma&sbk mfr as 2vf-m 0.6 0.8
3 11-17 10YR4/4 - sil 2fabk mfr as lvf-m 0.6 0.8
4 17-21 7.5YR3/4 - sl lmabk mvfr as lvf-f 0.4 0.7
5 21-25 10YR5/6 - c 2fgr mfi cw lvf-f 0.2 0.3
6 25- - - c/isbr
Boring 40
FBI Bonng lOB
El Pit Ground surface elev. 1.01 ft Depth to limiting facto, in. Sop Rate
Horizon Depth Dominant Color Redox Description Texture Structure CorMistence Boundary Root GPDIfP
in. Mt=d Qu.Sz. Cont.color Gr Sz.Sh. I *EfW1 *002
1 0-6 10YR3/2 - sil 3fgr&sbk mvfr as 3vf-m 0.6 0.8
2 6-10 10YR3/2 - sil 2fabk mfr as 2vf-m 0.6 0.8
3
10-22 10YR4/4 - sil 2fa&sbk mfr cs 2,f-f 0.6 0.8
4 22-34 10YR4/8 - scl 2fabk mfi cw lvf-f 0.4 0.6
5 34-40 10YR5/8 - c Om mefi cw - OA 0.0
6 40- _ - Isbr - - - - - -
otizon 2 has some tuq►1
*
Effluent*1=BOD >30:5 220 mq&and TSS>30:5150 mglt. *Efiluent 02=BOD,s 30!Tns
CST Nam(Please Print) - k.:s: .+:u
M 7o Hollister ( _._, 224832
Address Date Evatua*m Conducted Telephone Number
I W9875 690th Avenue, River Falls, WI 54022 0.5-01-05 (715)426-1775 1_
mumt:D, 05-oz--01- ....,....,..,,.,....,,.
(Pending) page 2 of 3
Property owner DeLauriers(Lot N41) Parcel ID#
EC Boring# ❑Boring 10 79 A Z 24
• pit Ground surface elev.
ft. Depth to limiting factor in. Soil ication Rate
Texture Structure Consistence Boundary Roots GPD/fP
j nant Redox Description "Eff#1 •Eff#2
unseil Qu.Sz. Cont.Color Gr.Sz.Sh.
YR3/2 -'
sil 3fabk mvfr as 3vf-m 0.6 0.8
sil 2fabk mfr as 2vf-m 0.6 0.8
JOY -" as lvf-f 0.4 0.6
YR4/4 — sicl 3fabk mfr
YR3/4 f2f 7.5YR4/4 sl
Om mfr -- 1 vf-f 0.2 0.6
rizon 4 1 has some gr.
❑ Boring# Boring
it. Depth to limiting factor in. Soil ication Rate
Pit Ground surface elev.
Texture Structure Consistence Boundary Roots GPD!(f
Horizon Depth Dominant Color Redox Description Gr.Sz.Sh. "Efr#1 *Eff#2
in. Munseil Qu.Sz. Cont.Cdor
Boring#
Boring ft. Depth to limiting factor in. Rate Ground surface elev. Sofl ication Re
F-I
Pit GPD/if
Texture Structure Consistence Boundary Roots
Horizon Depth Dominant Color Redox Description Gr.Sz.Sh. 'Efr#1 '002
in. Munseli Qu.Sz. Cont.Color
'Effluent#1=BODS>30:5 220 mg/L and TSS>30:s 150 mg/L
*Effluent#2=BOD,<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.
sao-9330rest K07/00)
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Plot Plan for Hills of Troy Pa
Town of Troy, Croix Cow, Wisconsin
Lot yr I" = 40 ft
Legal Description mw 114 of air, ti 1�Tzvj— 2 ft contours
Backhoe pit
1%i , m E(-1 18B I D7 107
R-109
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CROIX COUNTY
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PLANNING & ZONING
January 19, 2006
Mr. Craig Lilja
c/o Troy Development
11806 Aberdeen Street, Suite 290'
Blaine, MN 55449
Code RE: Hills of Troy Soil Evaluation Reports Review
Administration SE/NW Section 11, T28N, R1 9W Town of Troy
715-386-4680
Land Information Dear Mr. Lilja:
Planning I have completed a review of soil evaluation reports submitted to our office for Lots 1 —62
715-386-4 on the above-referenced development and find that additional information will be required
for 18 of the reports. The following summary provides specific data that will be necessary
Real perty before these reports can be used to design mound private on-site wastewater treatment
7 386-4677 systems (POWTS):
R ling Lot 1 —The soil application rate that must be used to calculate mound basal area (0.2
386-4675
gpd/ft2) requires a long, narrow mound with a linear loading rate of<4.5 gal./ft./day. The
existing tested area allows a maximum mound length of 90 feet, which is likely too short to
meet the linear loading rate requirement. In addition, the elevation reported for boring R-1A
is incorrect and must be re-measured to provide an accurate contour elevation for mound
design.
Lot 4—the entire original soil-tested area was covered during excavation and grading of the
building pad. From an on-site investigation made 1/17/06, 1 observed that a crescent-
shaped area of undisturbed soils remains between the toe of the filled building pad and the
20% slopes at the rear of the lot. According to Ms. Hollister, there is another boring (R-4E)
that was not included in her submittal, but is located in this undisturbed area. She needs to
submit an amended soil evaluation report that includes a profile description and shows the
location of this boring so that a contour can be established for a mound. In addition, both
benchmark elevations need to be checked and verified, since the elevations are 0.91' and
2.05' higher than the contour 1066' shown on the plot plan. The amended report must be
completed before a design can be created for a proposed POWTS. Please note, Ms.
Hollister is a CST, but not a POWTS designer, so plot plan and mound plan view
calculations she has prepared, indicating a location for a 33' x 124' mound, are only an
example of what might work after the soil data has been provided.
Lots 10 & 11 — I made a note regarding inconsistencies for BM @ 1077.15, which is shown
in different locations on each plot plan. I recommended using the alternate lot corner I. P.
benchmark @ 1075.10' to avoid errors in establishing mound contour elevations.
Lots 1,� 9�10, 11, 14 17, 1 d22,24, 25, 31, 32, 34, 40, 41, 45, 46 &62 - On all the
above o , there are discrep ies een the elevations and test pit locations compared
n
to the contours shown on Ms. Hollister's site plans. In a telephone discussion with CST
ST.CRO/X COUNTY GOVERNMENT CENTER
PZ 1101 CARMICHAEL ROAD,HUDSON, W/ 54016 715386,4686
C°�CO.SA/NT-CROIX W/US
.CO.SAINT "
Page Tw i o roy of epos
Mary Jo ollister, I was informed that most of the elevations reported for soil test pits were provided by the
surveyor art of developing the preliminary plat. The individual soil report plot plans were created using
copies of th liminary plat to show 2' contour intervals on the lot and locations of Mary Jo's test pits.
When usin n Sea Level elevation (as opposed to an assumed elevation), the contours should be
consistent he elevations given for each test pit on the plot plan. Some of the discrepancies may be a
result of c largement and scale that are not 100% accurate. However, my concern are errors that
range from to more than 6 feet difference in elevation, which is unacceptable. All reports that have
discrepancie reater than 0.75' will be set aside and copies mailed to Mary Jo for re-calculation and/or
corrections b re the reports will be released for use in designing POWTS.
Our office, as a `governmental unit"for the state, is required by WI Comm 85.50 to complete soil report
reviews withi months of receipt; these reports were submitted on 10/25/05. Please feel free to contact
me if you te questions regarding the soil report review or status of individual lot reports.
Sinc y,
S-1
mela Quinn
Specialist
Cc: L e Filkins, Ogden Engineering
Jo Hollister, CST, Hollister Soil Testing
an Wert, Town of Troy Building Inspector
bdivision file
ST.CROIX COUNTY GOVERNMENT CENTER
1 101 CARMICHAEL ROAD,HUDSON, W1 54016 71 5386.4686 FAX
PZCaCO.SA/NT-CR01X.W1.US W W W.C O.SAI NT-C ROIX.W I.US
Wisconsin Department of Commerce SOIL'EVALUATION REPORT Page 1 of
Division of Safety and Buildings C�gmm 85,Wry. Adm. Code
in aQSOT�I�Ii :_,;, , County IX
7 �1 - i e;P
Attach complete site plan on paper no an Parcel I.D. ING)
include,but not limited to:vertical and horizontal reference point
pPrrPnt slnllP.,srale or dimensions•north arrow,and location and distance to neares ro Rev' ed;LC�
Date
Please print all information. ///-7
h b
Personal information you provide may be used for secondary purposes(Privatt.1 5.04(1)(m)).
EProperty Property Location NARD&MARGARET DELAURIERS Govt.Lot ----NW 1/4 NW 1/4 S 11 T 28 N R 19 E(or)W
Mailing Address Lot# Block# Subd.Name or CSM#N41 - Hills of Troy 706 Coulee Trail Nearest Road State Zip Code Phone Number ity 0 Village Town Coulee Trail
Hudson, WI 54016 ( )
4 600 GPD
N7Construction Use Residential/Number of bedrooms
Code derived design flow rate
n Re Public or commercial-Describe: ft
Parenloess over till Flood Plain elevation if applicable Gene Mound System-- 1.00 ft.sand fill--0.4 loading rate--plow depth 12"
and recommendations:
(If pre-treatment system-below-ground drip irrigation--0.6 loading rate)
D Boring 25
Boring# Q Ground surface elev. 1063.54 Depth to limiting factor in. Soil lication Rate
■ Pit
Horizon Depth Dominant Color:::edox Description Texture Structure Consistence Boundary Roots GPD/f�
Gr.Sz.Sh. *Eff#1 *Eff#2
in. Munsell u.Sz. Cont.Color 0.8
1 0-4 10YR3/2 sil 3f-ma&sbk mvfr as 3vf-m 0.6
sil 3f-ma&sbk mft as 2vf-m 0.6 0.8
2 4-11 10YR3/2
3 11-17 10YR4/4 sil 2fabk mfr as lvf-m 0.6 0.8
4 17-21
7.5YR3/4 sl lmabk mvfr as lvf-f 0.4 0.7
5 21-25
10YR5/6
c 2fgr mfi cw Ivf--f 0.2 0.3
_ c/lsbr --
6 25- -- -- --
Boring 066.5 40
Boring# Depth to limiting factor In. Soil A lication Rate
Q Pit Ground surface elev. ft.
ption Texture Structure Consistence Boundary Roots GPD/fP
Horizon Depth Dominant Color Redox Descri
in. Munsell Qu.Sz. Cont.Color
Gr.Sz.Sh. *Eff#1 *Eff#2
1 0_6 10YR3/2 -- sil 3fgr&sbk mvfr as 3vf-m 0.6 0.8
2 6-10 1 10YR3/2 sil 2fabk
mfr as 2vf-m 0.6 0.8
3 10-22 10YR4/4 sil 2fa&sbk mfr cs 2vf-f 0.6 0.6
4 22-34 10YR4/8 -'
scl 2fabk mfi cw lvf-f 0.4 0.6
5 34-40 10YR5/8 '-
Om mefi cw -- 0.0 0.0
6 40- -- Isbr -- -- --
Horizon 2 has some lmpl.
*Effluent#1 =BOD >30<220 mg/L and TSS>30:_<150 mg/L 'Effluent#2=BODS<30 mg/L and TSS 5 30 mg/L
Signature � CST Number
CST Name(Please Print) 224832
Mary 70 Hollister on Conducted Tele P hone Number
Date Evaluati
Address (715)426-1775
W9875 690th Avenue, River Falls, WI 54022 05-03-05 —^ 111 ^
Property Owner DeLauriers(Lot N41) Parcel ID# (Pending) Page 2 of 3
_
a Boring# 0 Borinq 1063.84 24
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/fg
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 -- sil 3fabk mvfr as 3vf-m 0.6 0.8
2 3-10 10yR3/2 __ sil 2fabk mfr as 2vf-m 0.6 0.8
3 10-24 10YR4/4 -- sicl 3fabk mfr as lvf-f 0.4 0.6
4 24-32 7.5YR3/4 f2f 7.5YR4/4 sl Om mfr -- lvf-f 0.2 0.6
Horizon 4 has some gr.
F-1 Boring# 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
Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
F-1 Elpit Soil lication 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
*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.
SM-8330Test(R.07/00)
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
Lot 91 1" = 40 ft.
Legal Description ,€ �,�/ �, � �� � 2 ft. contours
RIU - OWk) &E 19Q = Backhoe pit
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