HomeMy WebLinkAbout040-1318-00-014 (2) v Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings
in accordance with Comm 85,Ws. Adm. Code
AMY ST.CROIX
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. ($1ND rTt�C
perr+.nt slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. le
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ( Dv
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----NE 1/4 NW 1/4 S I I T 28 N R 19 E❑(or)W
Property Owners Mailing Address Lot# Block# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 14 --- Hills of Troy
City State Zip Code Phone Number ity Village Town Nearest Road
River Falls, WI 1 54022 ( 715) 425-7281 Coulee Trail
i
New 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 A-
tt•
General comments Mound System-- 1.34 ft.sand fill--0.4c loading rate--plow depth 12" �'2/^,
and recommendations:
(If pre-treatment system--0.34 ft.mound sand--0.6 loading rate)
a Boring# ❑ Boring
Q Pit Ground surface elev. 1072.59 ft. Depth to limiting factor 36 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 A sil 3fgr&sbk mvfr as 2vf-m 0.6 0.8
2 3-8 10YR3/2 sil 2fabk mfr cs lvf-m 0.6 0.8
3 8-17 10YR2/2 Lt/La sil lmp mfr I cs lvf-f 0.4c 0.6
4 17-36 10YR3/3 sil 2fabk mfr as lvf-f 0.6 0.8
5 36-40 10YR3/4 f2f 10YR4/6 sil Ifabk mfi -- -- 0.4c 0.6
B Boring# Boring 1072.90 20
Q 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 *Eff42
1 0-12-1 10YR3/2 sil 3fgr&abk mvfr as 2vf-m 0.6 0.8
2 12-20 10YR3/4 scl Ifabk mfr as lvf-m 0.2 0.3
3 - 4 10YR5/6 c/lsbr 3 mfi -- lvf-f 0.2 0.3
Horizon 2 has some gr.
*Effluent#1 =BOD >30:5 220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) ignature CST Number
Mary Jo Hollister 224832
Address ate Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-05-05&05-25-06 (715)426- 1775
Property Owner NDSU(Lot 14) Parcel ID# (Pending) Page 2 of 3
FC Boring
Boring# ❑ Pit Ground surface elev. 1069.97 ft Depth to limiting factor 26 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 0-3 10YR3/2 -- A 3f-mgr mvfr as 2vf-m 0.6 0.8
2 3-12 10 /2 sil 2fabk mfr as 2vf-m 0.6 0.8
3
12-2Q,- -- sil if-mabk mfr as lvf-m 0.4c 0.6
4 20-26 10YR3/4 -- A if-mabk mfr as lvf-f 0.4c 0.6
5 26-30 10YR3/4 flf 10YR4/6 cl Om mfi -- -- 0.0 0.0
One stone.
F9 Boring# IJ Bonng 1075.19 18
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
1 0.8 10YR3/2 -- sil 3fgr&sbk ds as 2vf-m 0.6 0.8
2 8-12 0 3/3 sil 2fabk ds as 2vf-m 0.6 0.8
3 12-1 10YR3/4 -- scl Ifabk dh as lvf-f p.2 0.3
4 18-21 10YR3/4 flf 10YR4/6 scl Ifabk dh -- -- 0.2 0.3
EJ 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.
SBD-83307rmt(R.07/00)
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
Lot 14 I" = 40 ft
Legal Description NE,,It of Ttw ,,,w vy,sEC, , TZB N, 2ft. contoism
"W MWA AF -T,Qy =Backhoe pit
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Wisconsin Department ofCommerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings
in accordance with Comm 85,Wit. Adm. Code
Attach complete site plan on paper not less than 81/2 x 11 inches in sae.Plot must County ST.CROIX
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. (PENDING)
Please print all informat fon. R Date
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). - /
Property Owner Property Location 1 ■
NORTH DAKOTA STATE UNIVERSITY c/o oV Leo Beskar G Lot —NE 114 NW 114 S I I T 28 N R 19 1:1 )W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 14 — Hills of Troy
City State Zip Code Phone Nimilier OCRY ElYllage ElTown Nearest Road
River Falls, WI 1 54022 ( 715) 425-7281 Coulee Trail
Q New Construction UseE] Residential/Number of bedrooms 4 Code derived design flaw rate 600 GPD
Replacement Pubic or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable AA- ft
General eon Mound System-1.34 ft.sand fill-0.4c loading rate--plow depth 12"
and recommendations: C
3M J i u- Arf- (If pre-treatment system-0.34 ft.mound sand`--0_.6 loading ��� p �/e C
S GtM�� GJVy J3 or1 /� tiYl (!� L /a
Boring# Bow
El Pit Ground surface elev. 1072.59 ft. Depth to limiting factor 36 in.
Soil AppliCalm Rate
Horizon Depth Dominant Color Redox Desaiption Texture Stricture Consistence Boundary Roots GPDFlF
in. Munsed Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 - sil 3fgr&sbk mvfr as 2vf-m 0.6 0.8
2 3-8 10YR3/2 _ sil 2fabk mfr es 1 vf-m 0.6 0.8
3 8-17 10YR2/2 - sil Imp1 mfr cs lvf-f 0.4c 0.6
4 17-36 I0YR3/3 - sil 2fabk mfr as lvf-f 0.6 0.8
5 36-40 10YR3/4 f2f 10YR4/6 sil I f tbk mfi - - 0.4c 0.6
F B Borg# Boring 1072.90 20
0 Pit Ground surface elev- ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/IF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-12 10YR3/2 - sil 3fgr&abk mvfr as 2vf-m 0.6 0.8
2 12-20 10YR3/4 - scl lfabk mfr as lvf-m 0.2 0.3
3 20-24 10YR5/6 - c/lsbr 3fgr mfi - lvf-f 0.2 0.3
Horizon 2 has some gr.
'Ef kmnt#1=BOD >30<220 mg/L and TSS>30<150 mrg& 'Effluent#2=BM,:5 30 rmg/L and TSS<30 mg/L
CST Name(Please Print) - - atks�e CST Number
Mary Jo Hollister 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-05-05 (715)426-1775
RVk-*-D. cs--oz-a
pro perty Owner NDSU(Lot 14) Parcel ID# (Pending) Page 2 of 3
C
Boring# U Boring
Pit Ground surface elev. 1069.97 . Depth to limiting factor 26
0 ft
in Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfF#1 '01#2
1 0-3 10YR3/2 — sil 3f-mgr mvfr as 2vf-m 0.6 0.8
2 3-12 1 10YR3/2 — sil 2fabk mfr as 2vf-m 0.6 0.8
3 12-20 10YR2/2 — sil If--mabk mfr as lvf-m 0.4c 0.6
4 20-26 10YR3/4 — sil If-mabk mfr as lvf-f 0.4c 0.6
5 26-30 10YR3/4 f2f IOYR4/6 cl Om mfi — — 0.0 0.0
One stone.
F-1 Boring# Boring
pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Stn3dure Consistence Boundary Rods C411M
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfF#1 •Efw2
Boring
0 Boring
F-1 r-1 Pit Ground surface elev. ft. Depth to limiting factor in.
Sor7 ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfF#1 •EfF#2
•Efthient#1=BOD$>30<220 mg/L and TSS>30<150 rrrg/L *Effluent#2=BOD,<30 mglL and TSS<30 rrg1L
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-833MA{R07/00)
I
Plot Plan for Hills of Troy Page 3 of.
Town of Troy, ISM Croix County, Wisconsin
Lot 14 I" = 40ft.
Legal Description 4 of Ill &",/,4. sec. 11, Tzgio, Z fl. contour.
R,9wi -MWA of and �[ =Backhoe ph
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B '� -mac IRON PIPE*
(� SL i •47 ELEVATION
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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
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
5` 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, „8!,810, 11, 14 17, 1 J22 24, 25, 31, 32, 34, 40, 41, 45, 46 &62 - On all the
above l�here are discre p ies� een 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
PZC>CO.SA/NT-CRO/X W/ 1 10 1 CARMICHAEL ROAD,HUDSON, W/ 54016 715386,4686 F9X
US
WWW. O.SAINT
Page Tw s o roy of epos .-
-r .
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,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, WI 54016 71 X386,4686 FAX
PZPCO.SAINT-CROIX.WI.US W W W.C O.SAINT-C ROIX.W I.US
r Wisconsin Department of Commerce S IL EVALUATION REPORT Page 1 of 3
Division of Safety and Build}ngs
in accordk6e with omm 85,Wis. Adm. Code County s >Y ST.CROIX
Attach complete site plailli on pi p*rtn In 8 1/2 x 11;riches in size.Plan must
include,but not limited t `.vertica l WEirence oint(BM),direction and Parcel I.D.
percent slope,scale or ime , d locati n and distance to nearest road.
Please print all
information. Rev' D
u oses(Privacy Law,s.15.04(1)(m)). G t/ti
' e may be used for secondary p rp ( y -
Personal information you proved y
Property Owner Property Location
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Govt.Lot ----NE 1/4 NW 1/4 S 11 T 28 N R 19 E(or)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 14 --- Hills of Troy
Code Phone Number i village ■ Town Nearest Road
City State Zip C ty
River Falls, WI 1 54022 ( 715) 425-7281 Coulee Trail
nNew Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
n,, Replacement 0 Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable �T n ft
General comments Mound S ste -- 34 9t.sand fill--0. loading rate--Voag th 12"
and recommendations:. 0
f systeiri--0.34 ft.mound sand—0.6 tee)
FA] Boring
Boring# El
Q pit Ground surface elev 1072.59 Depth to limiting factor 36 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fY
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 sil 3fgr&sbk mvfr as 2vf-m 0.6 0.8
2 3-8 10YR3/2 sil 2fabk mfr cs lvf-m 0.6 0.8
3 8-17 10YR2/2 sil lmpl mfr cs lvf-f 0.4c 0.6
4 17-36 10YR3/3 - sil 2fabk mfr as lvf-f 0.6 0.8
5 36-40 10YR3/4 f2f t0YR4/6 sil lfabk mfi -- -- 0.4c 0.6
a Boring# El Poring 1072.90 20
■ 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
1 0-12 10YR3/2 sil 3fgr&abk mvfr as 2vf-m 0.6 0.8
2 12-20 10YR3/4 - scl 1fabk mfr as lvf-m 0.2 0.3
3 20-24 10YR5/6 c/lsbr 3fgr mfi -- lvf-f 0.2 0.3
Horizon 2 has some gr.
*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
Ma Jo Hollister �� Q 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-05-05 (715)426- 1775
Property Owner NDSU(Lot 14) Parcel ID# (Pending) Page 2 of 3
C Dorin # Boring
9 1069.97 l(i
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 I *Eff#2
1 0-3 10YR3/2 -- sil 3f-mgr mvfr as 2vf-m 0.6 0.8
2 3-12 IOYR3/2 -- sit 2fabk mfr as 2vf-m 0.6 0.8
3 12-20 10YR2/2 -- sil If--mabk mfr as lvf-m 0.4c 0.6
4 20-26 10YR3/4 -- sil 1f--mabk mfr as lvf-f 0.4c 0.6
I
5 26-30 10YR3/4 f2f 10YR4/6 el Om mfi -- -- 0.0 0.0
One stone.
F-1 Boring# Boring
El 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.
Pit
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.
SBD-8330Test(R.07/00)
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St. Croix County, Wisconsin
Lot I L+ I — 40fft.
Legal Description NF-,j4 cF, mw,/,, -rnN, 2 ft. contours
Kww; MWA of 71Z" Backhoe pit
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