HomeMy WebLinkAbout040-1318-00-011 Vlfisoonsin Department of Commerce SOIL EVALUATION REPORT paw 1 of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must C0unty 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. - )
Please print all informattion. R Date
Personal Information you provide may be used for secondary purposes(Privacy Law,L 15.04(1)(m)).
Piny Owner Property location ■
NORTH DAKOTA STATE UNIVERSITY CIO Leo Beskar Govt —NE 1/4 NW 1/4 S 11 T 28 N R 19 �El
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 11R — Hills of Troy
City State Zip Code Phone Number 11C31Y ❑Yrllage IDTown Nearest Road
River Falls, WI 1 54022 1 ( 715) 425-7281 Coulee Trail
0 New Construction UseE) Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
❑Replacement ❑ Public or commercial-Desmbe:
Parent material loess over 611 Flood Plain elevation if applicable-
General comments
d
and recommendations: Mound System-1.34&sand fill-0.4 loading rate
(If pre-treatment system-0.34 ft.mound sand-0.6 loading rate)
aBoring# 0 Boring
El Pit Found surface elev. 1075.3q ft. Depth to limiting factor 22 in. Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont Color Gr.Sz Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 - sil 3fgr mvfr cs 3vf-co 0.6 0.8
2 3-11 10YR3R _ sil 2fabk mfr ai 2vf-co 0.6 0.8
3 11-22 10YR3/4 - sil 3fabk rnfr 0.8
as 2vf-m 0.6
4 22-25 10YR3/4 t2f 10YR4/6
s sil Imsbk j mfr - lvf-m 0,4c 0.6
Horizon 4 has some gr.
F Boring# [] Boring 21
E] Pit Ground surface elev. I UZZ Z`4 ft. Depth to lkniting factor in.
Soo Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Mansell Qu.Sz. ConL Color Gr.Sz.Sh. *Eff#1 *802
1 0-3 10YR3/2 - sil 3fgr&abk mvfr cb 3vf-co 0.6 0.8
2 3-8 10YR3/2 - sil 3fgr&abk mfr cb 2vf-co 0.6 0.8
3 8-21 I0YR3/4 - sil 3fabk mfr cs 2vf-co 0.6 0.8
4 21-24 10YR3/4 c2f IOYR4/6 sl OTn mfr - lvf-f 0.2 0.6
Horizon 4 has some gr.
Effluent#1=BOD >30:5 220 mg/L and TSS>30<150 mg/L 'Effluent#2=BM 5:5 30 mg/L and TSS<30 mg/L
CST Name(Please Print) CST Number Mary Jo Hollister nature S 224832
Address �" Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06-OZ--05- (715)426-1775
J
r
Property Owner NDSU(Lot 11 R) Parcel ID# (Pending) Page 2 of 3
aBoring
Boring#
E] Pit Ground surface elev. In77_ZC ft. Depth to limiting factor 20
Sod Application Rate
Horizon Depth Dornant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. "Eff#1 *Eff#2
1 0-9 10YR3/2 -- sil 3fgr&abk mvfr as 3vf-co 0.6 0.8
2 9-20 10YR4/3 -- cl 3fa&sbk mfr as 2vf-co 0.4 0.6
3 20-30 _ till/lsbr
F-1 Boring# Boring
®Pit Ground surface elev. ft. Depth to limiting factor in.
Sod ication Rate
Horizon Depth Dominant Color Redox Description Texture Stnxxure Consistence Boundary Roots GPD/fF
in. Munsed Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
a Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Appl ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Lure Consistence Boundary Roots GPDW
in. Munsed 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 mall-
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(8.07/00)
1
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, .Sk Croix County, N�isconsin '
Lot ii I» = 40ft.
Legal Description 140/4 OF THE NW%/4, SEC. ii-liz 10 2 fL Contours
RIgw, -rQWA) of-Azov =Backhoe pit
,70 '
1 1
�01 1
•
Y a
� 11
a� I
i 1
� CL.
:
: , 1
MARK:
OF 1 .1 Aff
p�ON
ELEVA \ \
Benchmark 01:Aluminum cap(North%.ccxner,Section 11,T28N,R19W)380'North of
Mount Curve Chase/Summit Ridge intersection,elevation=1o84.42.
I
Benchmark 02:V DOT aluminum cap marked"Troy GPS"located 30'Southwest ofthe
Promimnce Way/Coulee Trail intesection.elevation=1090.08.
STe CROIX COUNTY
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 75 Lot 1 z The soil application rate that must be used to calculate mound basal area (0.2
gpd/ft ) 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 one an
example of what miaht 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, ,I,9l10, 11, 14 17, 1 22 24, 25, 31, 32, 34, 40, 41, 45, 46 & 62 - On all the
above lots, are discrep ies ween the elevations and
test pit locations compared
r to the contours shown on Ms. Hollister's site plans. In a telephone discussion with CST
F'>... ':X SHW.oMmM..rF%f2.:.B U@n'wil:tk»?;ip%AYi:. `.f¢4N. 4:&d'^•.mf
' - F' a+s.✓ @�'yE' K' ,Yx;-�;� ",xWA53G'veXUUia'n ,Re+<&74mYt�-_+caai,ve.X -n'. ..ro .Caes:••:„b'P,... &�ruNSD�a
ST.CRO/X COUNTY GOVERNMENT CENTER
P Z C>C O.S A/N T-C R O/X W/U S 1 101 CARMICHAEL ROAD,HUDSON, W/ 54016 7153864686 FqX
WWW.CO.sAIN�6o"'
Page Tw so' 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,
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
PZPCO.SAINT-CROIX W1.US W W W.C O.SAINT-C ROIX.W 1.US
RECEIVED 3
Wisconsin Department of C merce S L C V�L EPORT Page 1 of
Division of Safety and Buildi s ---
} in'acrord with omm 85,W-1S-7Z —ftde
County ST.CROIX
Attach complete site plan On pa n I� p8 /2 x 11 i es in size.Plan must
6ir di n and
include,but not limited to: ertica'f �r4Y�1' �nce p int(BM), Parcel I.D. (PENDING)
percent slope,scale or di F� locatio and distance to nearest road.
Please print all information. Reviewed Date
Personal Information you provide may be used for secondary purposes(Privacy low,a.15.04(1)(m)). (J
Property Owner Property Location T ■
NORTH DAKOTA STATE UNIVERSITY c/o Leo Beskar Lot ----NE 1/4 NW 1/4 S 11 T 28 N R 19 E(r)W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
Rodli,Beskar,Boles&Krueger SC,219 N.Main Street 11R --- Hills of Troy
City State zip Code Phone Number ity �Vllage .Town Nearest Road
River Falls, WI 54022 ( 715) 425-7281 Coulee Trail
New Construction UseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
OReplacement E] Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable ETA ft.
General comments a Mound System- 134 ft./sand fill--0.4 loading rate
and recommendations: YY�Z ' ' 'Y� � "' -B/,` ���
VV (If p e-treatment sy em--0.34 ft.moun sand--0.6 loading rate)
vcrt vn �0�6` Lo7 v
DBoring
Boring#
R pit Ground surface elev. 1075,34 ft. Depth to limiting factor 22 in. of
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
/-Yk Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 "Eff#2
1 0-3 10YR3/2 - sil 3fgr mvfr cs 3vf-co 0.6 0.8
2 3-11 10YR3/2 - sil 2fabk mfr ai 2vf-co 0.6 0.8
--
sil 3fabk mfr as 2vf-m 0.6 0.8
2 10YR3/4
4 22-25 10YR3/4 f2f 10YR4/6 s sil lmsbk mfr -- lvf-m 0.4c 0.6
Horizon 4 has some gr.
g El Boring S lS S U
❑ Borin #
0 Pit Ground surface ale rALLI
tt- Depth to limiting factor Vin- Soil Application Rate
Horizon Depth Dominant Color Redox 6W Texture Structure Consistence Boundary Roots GPD/ff
Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2
1 0-3 10YR3/2 sil 3fgr&abk mvfr cb 3vf-co 0.6 0.8
2 3-8 10Y /2 - sil 3fgr&abk mfr cb 2vf-co 0.6 0.8
3 8-21 10YR3/4 sil 3fabk mfr cs 2vf-co 0.6 0.8
4 21-24 10YR3/4 c2f 10YR4/6 sl Om mfr -- lvf-f 0.2 0.6
Horizon 4 has some gr.
*Effluent#1=BOD >30<220 mg/L and TSS>30<150 mg/L Effluent#2=BOD,<30 mg/L and TSS<30 mg/L
CST Name (Please Print) nature /L& / CST Number
Ma 7o Hollister ('�_ 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 06-02-05 (715)426- 1775
Property Owner NDSU(Lot I IR) Parcel ID# (Pending) _ e , 2 of 3
11
Page
Bering# Boring
F71 on pit Ground surface el ft. Depth to limiting factor 2(l m.
Soil Application Rate
Horizon Depth Dominant Color Redox Descn n Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-9 IOYR3/2 -- sil 3fgr&abk mvfr as 3vf-co 0.6 0.8
2 9-20 __ cl 3fa&sbk mfr as 2vf-co 0.4 0.6
20-30 till/lsbr
❑ Boring# Boring
a pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftt
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
F-1 Boring# 1:3
11 Boring Boring
Ground surface elev. ft. Depth to limiting factor in.
—doi�lApplication 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.
M-8330Test(R.07l00)
Plot Plan for Hills of Troy Page 3 of 3
Town of firoy, S� Croix County, Wisconsin
Lot oI I" = 40fl.
Legal Description NpY,4 of-T",E mwl%- s7ac, 1 t.,Tzgiss, Z ft. contours
RIg W -rowtj CAF—FP0j =Backhoe pit
1
T� - '0 I
$ r
l u 7`�� �- kO'
m w '
EN H MARK:
TOP OF 7_.1/4,•
: IRON
ELEVATION = \
• \ i
Benchmark#1:Aluminum cap(North`l<comer,Section 11,T28N,R19W)3510'North of
Mount Curve Chase/Summit Ridge intersecction,elevation=1084.42.
Benchmark#2:VUDOT aluminum cap marked"Troy GPS"Iocated 30'Southwest of the
Prominence Way/Coulee Trail intersection,elevation=1090.08.
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, St Croix County, Wisconsin
Lot rte � I" = 40 ft.
Legal Des crip ' ME 4 or TVAE NA 5c. 2 ft contours
Backhoe pit
T-�
10
LID
/ 6 �
® g it OB
00 4 '
B-5c �
9 � � o
I � I
B-9A i d
J Q
j B-9B �\