HomeMy WebLinkAbout040-1318-00-025 (2) nsm Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of safety and Buildings
in accordance with Comm 85,Wrs. 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 I"imited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 2
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
D7at
Pisan print all in6nrmation.
Personal Intormabon you provide may be used for secondwy Purposes(Privacy Lac',s.15.04(1)(m)). �
Property Owner Property Loce ion IJ El
NORTH DAKOTA STATE UNIVERSITY cto Leo Beskar GovL Lot —NW 114 NE 114 S I I T 28 N R 19 E(or)W
Property Owner's Mai�rg Address
Lot
# 1 Block# Su1x1.Name or CSM#
Hills of T
e SC 219 N.Main Street 25 — 1O�'
Ro • Beaker,Boles&Krueger ,
City State Zip CWe Phone Nurnber �Ytlloge ElTown Nearest Road
River Falls, WI 1 54022 ( 7151 425-7281 Coulee Trail
E] New Constructim UseE)Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement ❑ PLd*c or commercial-Descrbe:
Parent arterial loess over till Flood Plain elevation if applicable pT14
General comments Mound System—1.59 ft sand fill— 0.2 loading rate
and recommendations:
(If pre-treatment—0.59&mound sand —0.3 loading rate)
❑ Boring
A Boring# 0 Pit ���surface elev. 1052.10 ft Depth to Irtrritirg factor 24 in. Rate
Soll Application Horizon Depth Dominant Redox Description Texture Structure ConsWence Boundary Roots C'P�
in. Mtnsel Qu.Sz. Cont.Color Gr.Sz.Sh. `EW1 -Eff#2
1 0-5 10YR3/2 — sil 3f-msbk mvfr cs 3vf-co 0.6 0.8
2 5-12 10YR3/2 sil 2f-ma&sbk ds as 2vf-m 0.6 0.8
3 12-24 7.5YR4/4 — sl 2f-mabk dsh cw Ivf-f 0.6 1.0
4 24- — — Isbr — — — — — —
❑ Boring 8 C
F—B Boring# ❑ lOSS�Ri epth to lirrriling factor in.
Pit Ground surf Sol Rate
Horizon Depth Dominant Redox Texture Structure Consistence Boundary Roots GPDff
in. Mrnsel Qu.Sz. Cont Color Gr.Sz.Sh. 'E91H 'E�
1 0-4 10YR3/2 — sil 3fgr mvfr es 3vf-� 0.6 0.8
2 4-14 I0YR3/2 — sil 3fabk mvfr as 2vf-co 0.6 0.8
3 14-18 IOYR3/4 — cl 3fabk mfa cs 2vf-m 0.4 0.6
4 18- _ — Isbr — — — — — —
'Effluent#1=BM,>30:E 220 mg&and TSS>30:E 150 mg& 'Effluent 82=BOD a 30 mp L and M:5 30 aWL
Cu Name(Please Print) CST Number
16
Mary Jo Hollister 224832
Address Date Eva Wition Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 09-17-05 (715)426-1775
v>s�: 05-o�-Ub
Roperty Owner. NDSU(Lot 25) Parcel IDS (Pending) Page 2 of 3
C Boring# Boft 1052.72 17
E] Pit Ground surface elev. ft. Depth to ranting factor n Sal Application Rake
Horizon Depth Dominant Color Redox Description Texture S1rucwm Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. -E11W1 I -EW
1 0-4 10YR3/2 — sit 3fgr&abk mvf'r es 3vf-co 0.6 0.8
2 4-9 10YR3/2 — sil 3fa&sbk mfr as 2vf-w 0.6 0.8
3 9-17 10YR3/4 — c 3fabk mfi ew 2vf-m 02 0.8
4 17- _ — lsbr — — — — — —
Boift❑ # 9
E._J Ptt Grotnid surface eiev. ft. Depth to*rrtig factor in. Soil Rde
Horizon Depth Dominant Color Redox Description Textue Structure Consistence Boundary Rods GPDllf
in. Mutttell Qu.Sz Cont.Color Gr.Sz.Sh. -EW1 'E=
F-1 Boft# �BorkV
Pit Ground surface elev. ft Depth to irniling fatter in
Sol Role
Horizon Depth Don*mit Color Redox Description Texture Skucaue Consistence Boundary Boots GPOW
in. Mutsell Qu.Sz. Cant Color Gr.Sz.Sh. 'E111101 I -EfM2
Effluent#1=BODS>30<220 mg&and TSS>30<150 mglL 'Et�tt 82=BOD3<30 mg&and TSS<30 mgiL
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;i'Y Fi0---:-8;; .
88D4mest(IL07"
I
Plot Plan for Hills of Troy Page 3 of.
Town o Troy
Sk Croix Co
.f y� unty, Wisconsin
Lot—z5 I" = 40 ft
Legal Description r4wg4 of:.-rwe u�` , sic. i1, TZ"O 2 ft contours
p,l v,tfi WA or-Tj =Backhoe ph
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STo CROIX COUNTY
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PLANNING &I
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 cling 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 22 24, 25, 31, 32, 34, 40, 41, 45, 46 & 62 - On all the
above l�here are discrep ies ween the elevations and test pit locations compared
to the contours shown on Ms. Hollister's site plans. In a telephone discussion with CST
ST.CRO/X COUNTY GOVERNMENT CENTER
P Z @ C O.S A/N T C R O/X W/U S 1 101 CARMICHAEL ROAD,HUDSON, WI 54016 715386.4686 FC X
WWW.CO.SAINT•
Page Tw _ 9 o f T roy of epo s
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 a questions regarding the soil report review or status of individual lot reports.
Sinc y,
4
--4
mela Quinn
g Specialist
Cc: L e Filkins, Ogden Engineering
Jo Hollister, CST, Hollister Soil Testing
an Wert, Town of Troy Building Inspector
bdivision file
Sr CRO1X COUNTY GOVERNMENT CENTER
1 101 CARMICHAEL ROAD,HUDSON, W1 54016 71 X386,4686 FAX
PZPCO.SAINT-CROIX.W1.US W W W.CO.SA1 NT-C R01X.W 1.US
s c _
Wisconsin Department of mer�S. i V S IL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildi s
in accordance wi m W Adrp._Code
County ST.CROIX
Attach complete site plan n paper not less than 8 4%x 11 i ches in si that
include,but not limited to: ertical and horizontal referen . BM),direction and Parcel I.D. (PENDING)
percent slope,scale or di ensiobis,WXb0(r i[9i�tpcatio and dis est road.
ZONI _ _.. _
F do Re y Date
Personal Information you provide maybe used for secondary purposes(Privacy Law,s.15.04(1)(m)). / ��
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o -
Leo Beskar Govt.Lot ----NW 1/4 NE 1/4 S 11 T 28 N R 9 E(or)❑W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 25 --- Hills of Troy
City State Zip Code Phone Number ity []Village ■ Town Nearest Road
River Falls, WI 1 54022 ( 715) 425-7281 Coulee Trail
New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement 0 Public or commercial-Describe:
Parent material loess over till Fl tion if applicable ft.
General comments �� L M41- LL /JM,,oundd System-- 1.59 ft.san ill-- 0.21oading rate L
and recomm ndation An'���0'/ _SZ / lG✓!lam/rl (,�/t` r '�l � "
SFL� YJ -(If pr ea ent--0.59 ft.mound sand --0.3 loading rate)
A❑ Boring# Boring
0 Pit Ground surface elev. 1052.10 ft. Depth to limiting factor 24 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 0-5 10YR3/2 - sil 3f-msbk mvfr cs 3vf-co 0.6 0.8
2 5-12 _ sil 2f-ma&sbk ds as 2vf-m 0.6 0.8
3 12-24 7.5YR4/4 ,} I A 2f-mabk dsh cw lvf-f 0.6 1.0
4 24- -- - lsbr -- --
❑B Boring# Boring 1 63 25 S� Uyl 18
Q Pit Ground surface elev. ----Ir 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 0-4 10YR3/2 sil 3fgr mvfr cs 3vf-co 0.6 0.8
2 4-14 1 0YR 112 - sil 3fabk mvfr as 2vf-co 0.6 0.8
3 14-18 10YR3/4 - cl 3fabk mfi cs 2vf-m 0.4 0.6
4 18- __ Isbr -- -- -- --
*Effluent#1 =BOD,>30:<220 mg/L and TSS>30<150 mg/L *Efluent#2=BOD,<30 mg/L and TSS<30 mg/L
CST Name (Please Print) Signature CST Number
Mary Jo Hollister 4q,&u1( 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 09- 17-05 (715)426- 1775
Property Owner NDSU(Lot 25) Parcel ID# (Pending) 2 3
Page of
FT] Boring# U Boring
0 Pit Grow.J sw 1052.72 fates elev. tt. Depth to limiting factor 17
Soil lication 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 0-4 10YR3/2 -- sil 3fgr&abk mvfr cs 3vf-co 0.6 0.8
2 4-9 10YR3/2 --
sil 3fa&sbk mfr as 2vf-co 0.6 0.8
3 9-17 10YR3/4 c 3fabk mf cW 2vf-m 0.2 0.8
4 17- --
-- lsbr
F-1 Boring# L J Boring
aPit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fI?
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
*Eff#1 *Eff#2
❑ 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
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.
M-8330'rest(R.07/00)
♦ I
Plot flan for dills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
Lot t 1" _ 4o ft.
i l D
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g � _ �w ��t �F�c� �,�.!4. Sac. I!, r z.���J L f� contours
OP- T _ Backhoe pit
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BENCH MARK:
�\ IRQQN PPE
ELEVATION/
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BENCH/MAR
IOP OF 1 1
�RON PIPE 4�
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L E LE ATION
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