HomeMy WebLinkAbout040-1318-00-021 (2) Nsconsin 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. V Q oL I
Please print all information.
Personal information you provide may be used for secondary purposes(Privacy Law.s.15.04(1)(m)). �Z/Q�
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot —SE 1/4 NW 1/4 S 11 T 28 N R 19
Property Owners Mailing Address Lot# Block# Slbd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 21 1 — I Hills of Troy
City State Zip Code Phone Number DCdy []Village own Nearest Road
River Falls, Wt. 1 54022 1 ( 715) 425-7281 Coulee Trail
E] New CorxWuc Lion UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial-Dw aibe:
Parent material loess over till Flood Plain elevation if applicable NA R
General ooMMents At-grade system— 0.6 loading rate
and recommendations:
PL
(If pr:—=1t—below ground drip irrigation—0.8 loading rate)
Boring� # a Boring
El Pit Ground surface elev. 1036.02 ft. Depth to limiting factor 42 in.
Soli Application Ram
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/(f
in. Munsell Qu Sz Cont.Color Gr.Sz.Sh. *Etf#1 I *Eff#2
1 0-4 10YR2/1 — I 3fgr&abk ds cb 3vf-co 0.6 0.8
2 4-12 10YR2/1 — I 2f-ma&sbk ds cs 2vf-co 0.6 0.8
3 12-19 10YR2/2 — sil 2fabk mfr cs 2vf-co 0.6 0.8
4 19-21 10YR3/3 — sil 2fabk mfr s 2vf-co 0.6 0.8
5 21-42 10YR3/4 — sil if--mabk mfr as lvf-co 0.4c 0.6
6 42-45 10YR3/4 c2f 10YR416&l0YR6/1 sil lcsbk mfi — — 0.4c 0.6
aBoring# ❑ Boring 1042.86 30 El Pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate
Horizon Depth Domitmant Color Redox Description Texture Structure Consistence Boundary Rods GPDW
in. Mu sell Qu.Sz. Cont.Color Gr.Sz.Sh. *01#1 1 *002
1 0-10 10YR2/1 — 1 3fgr&abk ds cb 3vf-co 0.6 0.8
2 10-19 10YR2/2 — sil 2fgr&abk mfr cs 2vf-,Co 0.6 0.8
3 19-30 10yR4/3 — sil 2fabk mfr cs 2vf-co 0.6 0.8
4 30-37 _ — lsbr — — — — — —
*Effluent#1=BOD >30<220 mglL and TSS>30<150 mglL "Ef lent#2=BOD <30 mg1L and TSS 130 mglL
CST Name(Please Print) nature J' CST Number
M 7o Hollister 4 6"- 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 07- 11-05 (715)426-1775
Pro perly Owner NDSU(Lot 21) Parcel ID# (Pending) Page 2 of 3
C
Boring Boring
ng
Pit Ground surface elev. 103,6,76 fL Depth to 9 factor 38 lo Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsel Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-5 IOYR2/1 — 1 3fgr&abk ds cb 3vf-co 0.6 0.8
2 5-14 10YR2/1 — sil 2fgr&abk mfr cs 2vf-co 0.6 0.8
3 14-25 10YR3/3 — sil 2fabk mfr cs 2vf-co 0.6 0.8
4 25-38 10YR3/4 — sil 2f-mabk mfr as lvf-m 0.6 0.8
5 38-44 10YR3/4 f2f 10YR4/6 sil lcsbk mfi — lvf-f 0.4c 0.6
F—I Ong# Boring
Pit Ground surface elev. ft. Depth to limiting factor lo• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure ConsWence Boundary Roots GPDN
in. Munseil Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soi Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenw Boundary Roots GPOff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Etf#1 'Eff#2
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'Effluent#1=BOD5>30<220 mg&and TSS>30<150 mg& `Eft ent#2=BODS<30 nglL and TSS<30 mg&
The Department of Commerce is an equal opportunity service provider and employer. Ifyou need assistance to access services or
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SBD-833MM pU11roo)
• Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, SIL Croix County, Wisconsin '
Legal Lot Z-1 I" = 40 fG
al Descriptjon 5FY4 OFTft�1W�y�SEC.t►�T2$/�� Zft. contomm
R w W.TOWN OF TR04 Backhoe pit
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STe 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
RE: Hills of Troy Soil Evaluation Reports Review
code
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/ftz) 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, „x!,9110, 11, 14 17, 1 22 24, 25, 31, 32, 34, 40, 41, 45, 46 &62 -On all the
above l�here are discre ies ween h
p the elevations and test pit locations compared
to the contours shown on Ms. Hollister's site plans. In a telephone discussion with CST
ST.CROIX COUNTY GOVERNMENT CENTER
1 101 CARMICHAEL ROAD,HUDSON, W1 54016 7153864686Fgx
PZ @CO.SAINT-'ROIX.W1.US W W W.CO.sAI NT
r: ,x,z
Page Tw �— s o roy of epos ��>,�Mary Jo 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
revies with' months of receipt; these reports were submitted on 10/25/05. Please feel free to contact
me if ywou a questions regarding the soil report review or status of individual lot reports.
Sinc y,
mela Quinn
Specialist
Cc: L 'e Filkins, Ogden Engineering
Jo Hollister, CST, Hollister Soil Testing
an Wert, Town of Troy Building Inspector
bdivision file
i
ST.CROIX COUNTY GOVERNMENT CENTER
1 10 1 CARMICHAEL ROAD, HUDSON, W1 54016 71-15-3864686 FAX
PZPCO.SAINT-CROIX W1.US WWW CO SAINT-CROIX WI US
L •
Wisconsin Department of Commence UATION REPORT Page 1 of 3
Division of Safety and Buildings ; --
in accordance with Comm 5,Wis. Adm. Code
��;1�, County ST.CROIX
Attach complete site plan on p per no`t feg, n S 1/2 x 11 inches n size.Plan must
include,but not limited to:vert d Rp> sfir point(.M),direction and Parcel I.D. PENDING
percent slope,scale or dimensions nn �� t nn an riictanca n nearest o
(PENDING)
P P R-0I�r t. n_ar_str_ad.
Please print all i iforma viewe y Dat —7
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). G��C� v' / l
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----SE 1/4 NW 1/4 S 11 T 28 N R 19 E(or))WW
Property Owner's Mailing Address Lot# Block# Subd.Name or CS
M#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 21 --- Hills of Troy
City State Zip Code Phone Number City C]village Town Nearest Road
River Falls, WI 1 54022 1 ( 715) 425-7281 Coulee Trail
QNew Construction LlseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement []"Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable NA ft.
General comments At-grade system-- 0.6 loading rate
and commendations: C _
(If pre-treatment--below ground drip irrigation--0.8 loading rate)
Boring# El Boring /w k4 6IL
Q pit Ground surface elev 1036.02 ft Depth to limiting factor 42 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 I 'Eff#2
1 0-4 10YR2/1 1 3fgr&abk ds cb 3vf-co 0.6 0.8
2 4-12 10YR2/1 I 2f-ma&sbk ds cs 2vf-co 0.6 0.8
3 12-19 10YR2/2 sil 2fabk mfr cs 2vf-co 0.6 0.8
4 19-21 10YR3/3 sil 2fabk mfr s 2vf-co 0.6 0.8
5 21-42 10YR3/4 sil If--mabk mfr as lvf-co 0.4c 0.6
6 42-45 10YR3/4 c2f 10YR4/6&10YR6/1 sil Icsbk mfi -- -- 0.4c 0.6
B Boring# ❑ Boring 1042.86 /�XS ok 30
QPit Ground surface el v. 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 0-10 10YR2/1 1 3fgr&abk ds eb 3vf-co 0.6 0.8
2 10-19 10YR2/2 sil 2fgr&abk mfr cs 2vf-co 0.6 0.8
3 19-30 10YR4/3 sil 2fabk mfr cs 2vf-co 0.6 0.8
4 30-37 __ lsbr -- -- -- --
*Effluent#1 =BOD >30:<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L
CST Name (Please Print) Signature CST Number
Mary Jo Hollister S 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 07- 11-05 (715)426- 1775
Property Owner NDSU(Lot 21) (Pending) 2 3
P rtY Parcel ID# Page / of /
Boring#Boring YJp� w (O 0 361
0 Pit Ground surface ele 1�jl'/ t L Dep ht to lirt ting factor�_in.V ` l
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 10YR2/1 -- 1 3fgr&abk ds cb 3vf-co 0.6 0.8
2 5-14 10YR2/1 -- A 2f r&abk mfr cs 2vf-co 0.6 0.8
3 14-25 10YR3/3 -- A 2fabk mfr cs 2vf-co 0.6 0.8
4 25-38 10YR3/4 -- sil 2f-mabk mfr as lvf-m 0.6 0.8
5 38-44 10YR3/4 f2f 10YR4/6 A lcsbk mfi -- lvf-f 0.4c 0.6
❑ Boring# EJ Boring
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
❑ Boring# Boring
ElPit 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 I *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.
SBD-8330Tmt(R.07/00)
Page 3
Plot Plan for Hills of Troy P a
Town of Troy, SSA Croix County, N'rscon-s'in dA 44
.Lot 24 1 — quilo
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Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
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