HomeMy WebLinkAbout040-1318-00-040 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of
Division of Safety and Buildings
in accordance a with Comm 85,Wis. Adm. Code County ST.CROIX
Attach complete site plan an paper not less than 8112 x 11 inches in size.Plan must
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.O D (P
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all information. Date
Personal rrdorma#on you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �/5 d
Properly Location ■
Property Owner NW 1/4 NW 1/4 S 11 T 28 N R 19 E()W
LEONARD&MARGARET DELAURiERS Govt Lot —
Property Owner's Mang Address Lot# Block Subd.Name or CSL4#
706 Coulee Trail N40 — Hills of Troy
CRY State Zip Code Phone Number []Village • own Nearest Road
Hudson, WI 1 54016 ( ) Coulee Trail
E] New Construction 11seE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
0 Replacement Q Pubic or commendal-Describe:
Parent material loess over till Flood Plain elevation if applicable N k 8.
General comments Mound System— .75 ft.sand fill—0.4 loading rate —plow depth 12"
and recommendations:
(Ifpre-treatment system-below-ground drip irrigation--0.6 loading rate)
s
aBoring# 0 Boring
Q Pit Ground surface elev. 10&35-15 ft. Depth to limiting factor 38 in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsefl Qu.Sz. Cont.Color Gr.Sz.Sh. 'Effll:1 "0111112
1 0-5 10YR3/2 — sil 3fgr mvfr as 3vf-m 0.6 0.8
2 5-14 — sil 2fabk mfi' ai 2vf-m 0.6 0.8
3 1428 10YR4/4 —
sicl 2fabk mfr as lvf-f 0.4 0.6
4 28-38 7.5YR3/4 — sl Om mfr as — 0.2 0.6
Horizon 4 has some sr'•
B Boring# 11 Boring 1089.76 33
0 Pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfI?
in. Munsei Qu.Sz. Cont.color Gr.Sz.Sh. *0101 '0192
1 0-4 10YR3/2 — sil 2f-ma&sbk mvfr as 2vf-m 0.6 0.8
2 4-10 10YR3/2 — sil 2fa&sbk mfr as lvf-m 0.6 0.8
3 10-18 10yR3/4 — sicl 3fabk mfr aw lvf-m 0.4 0.6
4 18-33 7.5YR3/4 — sl lmsbk mvfr as lvf-f 0.4 0.7
5 33-47 7.5YR4/4 c2f 7.5YR3/4 is Om mvfr — — 0.7 1.6
Horizon 4& 5 have some gr.
'Effluent#1=BOD >30<220 mgR-and TSS>30:5 150 mgA- 'Effluent 02=BOD <30 mgd-and TSS<30 mg/L
CST Name(Please Print) gnature CST Number
Mary Jo Hollister 224832
Address Date Evakgffw_Co<dt Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-04-05 (715)426-1775
r
)
DeLauriers(Lot N40) (Pending)Properly Owner Parcel ID# Page of
❑C Boring# Lj Boring
0 Pit Ground surface elev. 108('.23 ft. Depth to limiting factor 27 in. Soil Application Rate
Hodion Depth Dominant C —w Redox Dosorloon T#xturo S3tmoture Consistenceo thundery Roole GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-4 10YR3/2 — sil 3fgr mvfr as 3vf-m 0.6 0.8
2 4-12 10YR3/2 — sil 3fa&sbk mfr as 2vf-m 0.6 0.8
3 12-18 10YR3/4 — sil 3fabk&sbk mfr as 2vf-m 0.6 0.8
4 18-27 7.5YR3/4 -- sl lmsbk mfr as 2vf-f 0.4 0.7
5 27-36 7.5YR4/4 f2f 7.5YR3/4 Is orn mvfr — lvf-m 0.7 1.6
Horizon 4 has some r•few cobble
o g , s.
F-1 Boring# e 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 GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Elf#1 I *Eff#2
F-1 Boring# ra Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roar GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efr#1 *002
*Effluent#1=B005>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.
SBO-833Qrest(ILOW00)
r
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, & Croix County, Wisconsin '
Lot go I" = 40 ft
Legal Description my& ce-nE mmy sue. tii.Tzxr4- 2 ft. contours q.
R.%a w I -row,p of -ray =Backhoe pit
w
-J
b
TOP
IR ppE1 1/4"
OFM
1/4"
1011.21
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R-11 e I
1'1q I I
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40 /
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STo CROIX COUNTY
AA I
PLANNING & ZONING
January 19, 2006
.5
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
715-386-46 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 9(6/11911-110, 11, 14 Lie 1&22 24, 25, 31, 32, 34, 40, 41, 45, 46 &62 - On all the
above lofhere are discre seen the elevation P sand test pit locations compared
to the contours shown on Ms. Hollister's site plans. In a telephone discussion with CST
'f P":iL✓�"#to
ST.CRO/X COUNTY GOVERNMENT CENTER
PZ @CO.SA/NTCRO/K W/ 1 101 CARMICHAEL ROAD,HUDSON, Wi 54016 715'386,4686_F4X_
US WWW. .O.SAINT
Page Tw — i o 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, W! 54016 715386.4686 FAX
PZO)CO.SAINT-CROIX.WI.US W W W.C O.SAI NT-C ROIX.W I.US
Wisconsin Department of ommeree OIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buil ings
in accordance with Comm LAMan-mmst s Adm. Code
County ST.CROIX
Attach complete site pla on papa r,Mess than 8112 x 11 inches
include,but not limited t � � ntat reference point(BM),direction and Parcel I.D. (PENDING)
percent slope,scale or dimensions,north arrow,and location and dieace ffi.ftEgrest road.
Please print all information. Re 'ewed _ D
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)).
Property Owner Property Location
Li
LEONARD&MARGARET DELAURIERS Govt.Lot ----NW 114 NW 1/4 S 11 T 28 N R 19 E(or)M.
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
706 Coulee Trail N40 --- Hills of Troy
City State Zip Code Phone Number try aVillage Town Nearest Road
Hudson, WI , 54016 ( ) Coulee Trail
New Construction LlseE] Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement E] Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable NA ft•
General comments Mound System-- .75 ft.sand fill--0.4 loading rate --plow depth 12"
and ecommendati ns:
( 3 15 t& (If pre-treatment system-below-ground drip irrigation--0.6 loading rate)
a Boring#
Boring
Pit Ground surface ele L. 10 84.45 Depth to limiting factor 38 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 0-5 10YR3/2 — sil 3fgr mvfr as 3vf-m 0.6 0.8
2 5-14 10YR3/2 sit 2fabk mfr ai 2vf-m 0.6 0.8
3 14-28 10YR4/4 --
sicl 2fabk mfr as lvf-f 0.4 0.6
4 28-38 7.5YR3/4 - sl Om mft as -- 0.2 0.6
Horizon 4 has some gr.
B Boring# � Boring L1086__8�4ft. 33
0 Pit Ground surface elev. 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 2f-ma&sbk mvfr as 2vf-m 0.6 0.8
2 4-10 10YR3/2 - sil 2fa&sbk mfr as lvf-m 0.6 0.8
3 10-18 10YR3/4 - siel 3fabk mfr aw lvf-m 0.4 0.6
4 18-33 7.5YR3/4 - sl lmsbk mvfr as 1vf--f 0.4 0.7
5 33-47 7.5YR4/4 c2f 7.5YR3/4 is Om mvfr -- -- 0.7 1.6
Horizon 4& 5 have 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) Signature CST Number
Mary Jo Hollister 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-04-05 (715)426- 1775
Property Owner DeLauriers(Lot N40) Parcel ID# 9(Pending) Pa e 2 of 3
a Buiiny ❑ Boring 1003.79 04 ^�27
Pit Ground surface ele ft. Depth to limiting factor in.
Soil nlMlicabon Rate
Horizon D®pth Dominant Color Radcx Daacripticn fiextura Structum Consistenm Boundary Hccta GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-4 10YR3/2 -- sil 3fgr mvfr as 3vf-m 0.6 0.8
2 4-12 IOYR3/2 sil 3fa&sbk mfr as 2vf-m 0.6 0.8
3 12-18 10YR3/4 -- sil 3fabk&sbk mfr as 2vf-m 0.6 0.8
4 18-27 7.5YR3/4 -- sl lmsbk mfr as 2vf-f 0.4 0.7
5 27-36 7.5YR4/4 f2f 7.5YR3/4 is Om mvfr -- lvf m 0.7 1.6
Horizon 4 has some gr;few cobbles.
❑ Boring# LJ 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 GPDM
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 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 *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-8330Te t(R.07/00)
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, Sr. Croix County, Wisconsin
Lot jo 1» = 40 ft
Legal Description 2 ft. contours
Kkg w i OWA) t� TROY= Backhoe pit
6 '� >»
A BENC MARK: -
IRON P PE1 1/4"
ELE ATION =lasa.
FL
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