HomeMy WebLinkAbout040-1318-00-046 Wisconsin Department of commerce SOIL EVALUATION REPORT 7 v Page 1 of 3
Cwision of safety and Buildings
in accordance with Comm 85,VYrs. Adm. Code Counly 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,arid location and distance to nearest road. - Date
Please print all information. R
Personal information you Pro nay vide be used for secondary Purposes(Privacy Law.s.15.04(1)(m)).
Property Owner, Properly Location j 0 El
LEONARD&MARGARET DELAURIERS Govt Lot —NW 114 NW 1/4 S I I T 28 N R 19 E(or)W
Property Owner's Matting Address Lot# Block# Subd.Name or CSKW
706 Coulee Trail N46 - Hills of Troy
�y State Zip Cade Phone Number ��lruage own Nearest Road
Coulee Trail
Hudson, W1 54016 ( )
O New Construction UseEj Residential/Number of bedrooms
4 Code derived design low rate 600 GPD
❑Replacement Public or commercial-Describe: -n
Parent material
loess over till Flood Plain elevation if appicable NA
General convnnerb �� kdd�t--Mound System- 1.67&sand fill-0.4 loading rate
and recomrrrendatrons: t /;
pre-treatmett system-.67%mound sand �loading rate) � /-,f'�,
Boring# [] Boring
Pit
Ground surface elev. 1057.59 ft. to 9 factor factor °1' Sol Rate
Q
Redox Description Texture Structure Consistence Y Roots 1 GPDff
Horizon Depth Dominant �� 'Etf#2
in. Muusel Qu.Sz. Cont.Color Gr.Sr-Sh.
1 0-4 10YR2/2 - sil 3fgr mvfr as 3vf-m 0.6 0.8
_ sil 3fgr&sbk mfr as 2vf-m 0.6 0.8
2 4-12 10YR3/2 2vf-m 0.6 0.8
10YR4/3 - sit 3fabk mfr as
3 12-20 mfi as lvf-m 0.4 0.6
4 20-24 10YR5/8 - cl 3fabk 0.4
5 24-30 10YR5/8
0.6
c2d 7.5YR6/8 cl 3fgr mfi - -
Horizon 3 has gOII1e g`.
FBI Boring# 11 BO"� 1058.47 22
Pit Ground surface elev. ft. Depth to lirratirrg factor u►. Sol Rate
Horizon Depth Dominant Redox Description Texture Structure Cortsistenoe �Boundary
Roots GPD/fP
in. Munsel Qu•Sz. Cont.Color
Gr.Sz.Sh. "Eff#'I "Etf#2
1 Q_4 10YR2/2 - sil 3fgr mvfr as 3vf-co 0.6 0.8
sit 3fabk mfr cb 2vf-m 0.6 0.8
2 4-10 IOYR2/2 - 2vf
es 0.4 0.6
3 10-22 10YR4/4 - sicl 3fabk mfr -m
W7.5YR4/4 sl lmsbk mvfr - lvf-f 0.2 0.6
4 22-27 7.5YR3/4
Effluent#I=BOD >30<220 mg/L and TSS>30:5 150 mg1L "Egkwt 02=BOD <30 mglL and TSS-<30 mg/L
" Signature CST Number
CST Name(Pkww Print) 224832
Mary Jo Hollister Date Evaluation Conducted Telephone Number
Address 715 426-1775
W9875 690th Avenue, River Falls, W1 54022 05-03-05 �42 75
Property Owner DeLauriers(Lot N46) Parcel ID#
(Pending) Page 2 of 3
Cr� Boring# ® �� 1064.56
L�—JJ Pit Ground surface elev. ft. Depth to limiting factor 16 . . Application Rate
Horizon Depth Dominant Str
Redox Description Texture ucture Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. •EfW1 'Eff#2
1 0-3 10YR3/2 — sil 3fgr mvfr as 3vf-m 0.6 0.8
2 3-8 IOYR3/2 _ sil 3f mvfr as 2vf-m 0.6 0.8
3 8-16 IOYR4/4 — 1 3fgr mfr cb lvf-f 0.4 0.6
4 16- _ _ till/lsbr — — _ --
Boring# Boring
a Pit
Ground surface elev. ft. Depth to lrtr>iiirrg factor -Sa Application Rate
Horizon Depth Dominant Redox Description Texture Structure Cor>sidww Boundary Roots
in. Munsell Qu.Sz. Cont.Odor Gr.Sz.Sh. ''81101 1 'E00-002
H�n�
F-1
Boring# Ground surface elev. ft. Depth to limiting factor in.
Pit Sol
Horizon Depth Dominant Col Redox Description Texture Swcture Cor>sistenoe Boundary Roots
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh.
•Effluent#1=BM,>30:5 220 mg&and TSS>30<150 mg/L 'Effluent#2=BW,<30 mg&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.
SBD433OTest(R.07/00)
Plot Plan for Hills of Troy Page 3 of 3
Town of Troy, & Croix County, Wisconsin
Lot lito I" = 40 ft.
L' ,- 2,f� c�oLntours
�'�Descriptwn NW����NV3`/�+. Sic•it T2TiJ =BaC�loe d
R►4w, �ownl of TRn� � P
/
JI
106
B-10 6 \
JI
Q
111 B-10 _
07C TOP l.r J
$-
�A, 1 = r�a.,7
r
o
p 1 1/4" 10
PIPE
A 1 p58.3 0 r
STo CROIX COUNTY
AA I
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
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 1eo , _R,"10, 11, 14 17, 1 22 24, 25, 31, 32, 34, 40, 41, 45, 46 & 62 - On all the
above ere 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
h�...3q,.�Cttltly;�y...aY"a5£I34' S'
ST.CRO/X COUNTY GOVERNMENT CENTER
PZ C>CO.SA/NTCRO/X W/US 1 10 1 CARM/CHAEL ROAD,HUDSON, W/ 54016 715386-4686,54�
WWW.CO.SAINT
Page Tw if 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 g 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,
S
./ -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
sa- . ..� �; �.,; _ „�K.... �. �,� ��.:x, ter,_ y,,� :-.> .w>� :�•.: ,
ST.CROIX COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD,HUDSON, W1 54016 715386-4686 FAX
PZt?QCO.SAINT--CROIX WI.US WWW CO SAINT-CROIX.WI.US
A r
Wisconsin Department of Commerce REPORT Page I of 3
Division of Safety and Buildings
h Comm 85,Wis. Adm. Code
County ST.CROIX
Attach complete site plan on papernelHess haa,$-11 x 11 inches ih size.Plan rmiS 3
include,but not limited to:vertical and horizontal reference point(bM),direction and Parcel I.D. (PENDING)
percent slope.scale or dimensions,north arrow,and locution and distance to n,�crest road.
)U V I Re ' b Date
Please print all informa "on. 70t,IING OFFICE
Personal information you provide may be used for secondary P. nvacy Law,s.15.04(1)(m)). /1 -7/0,6
Property Owner Property Location
LEONARD&MARGARET DELAURIERS Govt.Lot ----NW 1/4 NW 1/4 S I I T 28 N R 19 E❑(or))WW
Property Owner's Mailing Address Lot# Block# Subd. Name or CSM#
706 Coulee Trail N46 --- Hills of Troy
City State Zip Code Phone Number ity []Village Town Nearest Road
Hudson, WI 1 54016 1 ( I lroy I Coulee Trail
New Construction Use[D Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
E]Replacement E] Public or commercial-Describe:
Parent material loess over till Flood Plain elevation if applicable NA ft•
General comments Mound System-- 1.67 ft.sand fill--0.4 loading rate
and recommendations:
q&'J l"' = kr,pre-treatment system-.67ft.mound sand--0.6 loading rate)
I S i�UY(LI (i ' /076— dt 5 CdK UZIit�
a Boring _ D Boring# Ground surface elev. 1057.59 Depth to limiting factor 24 in.
/ a Pit — Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr h. *Eff#1 *Eff#2
;R 1 0-4 10YR2/2 sil 3fgr mvfr as 3vf-m 0.6 0.8
2 4-12 l0Y sil 3f mfr as 2vf-m 0.6 0.8
12-20 10YR4/3 sil 3fabk mfr as 2vf-m 0.6 0.8
4 20-24 10YR5/8 cl 3fabk mfi as lvf-m 0.4 0.6
5 24-30 10YR5/8 c2d 7.5YR6/8 cl 3fgr mfi -- -- 0.4 0.6
r
Horizon 3 has some gr. I
B Borin � Boring � 22
g# 1058.47
0 pit Ground surface elev. ` ft. Depth to limiting factor in. _S_oii_lApplication 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 0-4 10YR2/2 sil 3fgr mvfr as 3vf-co 0.6 0.8
2 4-10 10YR2/2 - sil 3fabk mfr cb 2vf-m 0.6 0.8
3 10-22 10YR4/4 sicl 3fabk mfr cs 2vf-m 0.4 0.6
4 22-27 7.5YR3/4 f2f7.5YR4/4 sl lmsbk mvfr -- lvf-f 0.2 0.6
*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 I I t , Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 05-03-05 (715)426- 1775
K
*
Property Owner DeLauriers(Lot N46) Parcel ID# (Pending) Page 2 of 3
C B-ing# Boring 16
1064.56
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/ft
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-3 10YR3/2 == sil 3fgr mvfr as 3vf-m 0.6 0.8
3-8 sil Mu mvfr as 2vf-m 0.6 0.8
3 8-16 10YR4/4 -- cl 3fgr mfr cb lvf--f 0.4 0.6
-- -'
4 1 - -- till/lsbr -- -- --
b�"
F] Boring# U Boring
Pit Ground surface elev. ft. Depth to limiting factor in. -Toil-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.
M Pit Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ffF
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=BOD5<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 '% 1 = 40 ft-
Legal Description A w/4 or--g m, � i,4, s c,1 I,-T� 2 ft. contours
Low, -IOWA nr Tay Backhoe pit
�o
106
-/10 6 \
/057• 5Y
S
07C TOP Hr1R"J
L�(� ELEVATION = jmD,77'
EHCH,,MA 0�
TPoper 1 1/4"
1IVV / o
�,I _IE�j VATIO -