HomeMy WebLinkAbout004-1023-20-000 (7)
ORIGINAL
►n SOIL E%te EPORT #2390
Department of Commerce in accordan . Adm. Code Page 1 of 3
Division of Safety and Buildings Certified Soil Testing, LLC
County
Attach complete site plan on paper not less than 8% x 11 incheSt. Croix
include, but not limited to: vertical and horizontal reference poipercent slope, scale or dimensions, north arrow, and location at road. Parcel I.D. lot 13
Please print all i nformation. "Wed By Date
Personal information you provide may be us , s. 1 04 (1) (m)).
Property Owner operty Location
Ofstie, Darin vt. Lo NW1/4, SE1/4, S10, 1
Property Owner's Mailing Address Block # Subd. Name or CSM
Pond View Acres
2104 Pierce/St. Croix Road 13 1 T
Abad
City State Z p CocaT• Q> W6fttdbkTr City ❑ Village ® Town Nearest
Baldwin WI 1 -882 716694 3099 Cady 310Th St.
New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments install 4'x 112.5' rock cell mound on 100.0 contour as upslope edge of rock w/ 2.5' sand fill w/ state/county
and recommendations: approval for interpretive determination
Boring # Boring ,
M ® Pit Ground surface elev. 99.4 ft. Depth to limiting factor 20 in. Soil Application Rate
Horizon' Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz.'Sh. 'Eff#1 'Eff#2
1 0-8 10YR 3/2 - sil 2 m gr mvfr gs lm .6 .8
2 8-12 10YR 3/2 - sil 1 f-m sbk mvfr cs lm .4 .6-
3 12-20 10YR 4/3 - A 1 m sbk mvfr a inn .4 .6
4 20-24 10YR 4/3 f2f 7.5YR 4/6,5/3 sil 1 m sbk mvfr cs 1m .4 .6
5 24-33 7.5YR 4/4 f2d 7.5YR 5/8,5/3 fsl 0 m mvfr gs lm .2 .5
6 33-41 7.5YR 4/4 c2d 7.5YR 5/8,5/3 fsl 0 m mfr gs if .2 .5
7 41-60 7.5YR 4/4 m2p 7.5YR 5/8,5/3 fsl 0 m mfi - if .2 .5
ria] Boring # LJ Boring
® Pit Ground surface elev. 99.4 ft. Depth to limiting factor 20 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure' Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Conn Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 f roots to 43"
' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig at re: CST Number
Henry F. Grote 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, Wl 54751 11/22/2005 715-233-0398
SBD-8330 (R.07/00)
Property Owner Ofstie Darin Parcel ID # lot 13 Page 2 of 3
Boring
IT] Boring # X Pit Ground surface a v. 99.8 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Desc iption Texture Structure' Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont Cola Gr. Sz. Sh. •Eff#1 'Eff#2
1 0-6 7.5YR 3/2 - sil 2 m gr mvfr gs lm .6 .8
2 6-11 7.5YR 3/2 - sil 1 m sbk mvfr cs im .4 I .6
3 11-15 7.5YR 4/3 f2f 7.5YR /6 sii m sbk mvfr gs im .4 6
4 15-36 7.5YR 4/3 c2d 7.5YR 4/6 sil 0 m mvfr gs im 0 1 .2
5 36-48 7.5YR 4/4 c2p 7.5YR 51'8,5/3 sil 0 m mfi - - 0 2
lacks A--4"; presumptive limit is 011; 1 m roots to 36"
3 _ Boring
Boring # X, Pit Ground surface el v. 99.8 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-4 10YR 3/2 - sil 2 m gr mvfr gs lm .6 j .8
2 4-9 10YR 3/2 - sil 1 m sbk mvfr cs 1M .4 ,6
3 9-19 10YR 4/3 f2d 7.5YR 4)6,5/3 sil 1 m sbk mvfr gs 1M .4 .6
4 19-32 7.5YR 4/4 f2d 7.5YR 4)6,5/3 sl 0 m mvfr cs lm .2 .6
5 32-60 7.5YR 4/4 c2p 7.5YR 5)8,5/3 sl 0 m mfi - if .2 .6
lacks A+4"; very occasional 2 mm inclusions H3 @ 4-9"; presumptive limit is 0"; 1 f roots to 45"
* Effluent #1 = BOD5 > 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 oppo unity service provider and employer. If you need assistance to access services or
need material in an alternate format, lease contact the department at 608-266-3151 or TTY 608-264-8777.
S13D-8330 (R 07/00) Certified Soil Testing, LLC
t n- c
/
W l9 ti Ye-b wr
i
zZkZS9' r\oq, 49-~5
0
}
c o 20 40
' i
• Safety and Buildings
4003 N KINNEY COULEE RD
commerce.Wl.gov LA CROSSE WI 54601-1831
is RECEIVED TDD (608) 264-8777
/ l~ www.commerce.wi.gov/sb/
Department of Commerce ,JUN 2 5 2007 wmmisconsin.gov
Jim Doyle, Governor
ST. CROIX COUNTY Mary P. Burke, Secretary
April 25, 2006
CUST ID No. 222774 ATTN: POWTS Inspector
HENRY F GROTE ZONING OFFICE
CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA
E4366 353RD AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751 HUDSON WI 54016
CONDITIONAL APPROVAL Identification Numbers
PLAN APPROVAL EXPIRES: 04/2512008 Transaction ID No. 124679-6
Site ID No. 710037
SITE: Darin Ofstie (Second Report) Please refer to both identification numbers;
Town of Cady, St Croix County above, in all correspondence with the agency.
N 1/2, SE 1/4, S 10, T28N, R 15 W
Proposed Lots: 6, 10-13, 22-25, and 26 Subdivision: Pond View Acres
FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1064410
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil
saturation_based..on_an.interpretive-tletermination-process._Appro-vai-othhe-interpret-Ive-deter inatien negates the
requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil
saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon.
.2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below
grade. At least 30 inches of sand lift on top of at least 6 inches of unsaturated, in-situ soil is required for adequate
treatment and dispersal.
3. The basal soil application rate for the mound shall be 0.20 gpd/sf for all lots, and the linear loading rate <_3.50
gpd/ft for lots 22-24; <3.75 gpd/ft for lots 10-11; and <4.00 for lots 6, 12, 13, and 26
4. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical. water
movement into the soil solum.
5. Lots 22-24 may be limited to 300 gpd (2-bedroom) designs based on the recommendations of the certified soil
tester and the hydraulic limits of the soil application rate and/or linear loading rate.
6. Landscaping the up slope toe of the mound shall be incorporated into the POWTS design to prevent surface water
from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system.
7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes
of plan approval and sanitary permit issuance.
10. Specifically not included in the approval are lots 4, and 14-18. Additional information needs to be collected on
these lots to ensure adequate depths to seasonal soil saturation are maintained.
COUNT
POND V.
LOCATED IN PART OF THE NORTHWi
OF THE NORTHEAST 1/4 OF THE St
NORTH, RANGE 15 WEST, TOWN OF
S26'02'03'W
65.06'
TO CENTER OF
EASEMENT
tINPLATIEQ 1.ANO
EAST-WEST 1/4 UNE
I I
/ I ,II LOT 9
LOT 10 OD I~ 33
~ BENCHMARK n OF le RON
12255.04 FM
\ ~o LOT 8
z
\
LOT 11
- \ \
HWE=1194.53 \
\D,D,
BENCHMARK TOP
OF 3/4• IRON PIN
\ 1 1201.46 FEE/T p 1 ~
LOT 13 \ LOT 12 \ 1~ j )I LOT 6
LOT 14 - - I I L
` ` - - f -------J 33' 33' L_
/ Ics ~~43rd A~NUE C12z
33'33' i CIS
\ I I I
N LOT 15 p - LOT 18 I w
LOT 21
z LOT 19
LOT 17 N14'51'44"W
TO CENTER OF p
LOT 16 EASEMENT LOT 20
\~o /1
UNPLATTED LANDS
NOTES:
BEARINGS REFERENCED TO THE EAST LINE OF THE SOUTHEAST 1/4 ASSUMED
TO BEAR SOO'53'24'W.
BENCHMARK ELEVATIONS REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM GENERAL NOTICE STATEMENT:
1986 (NAVE) 88).
LOTS MAY BE SUBJECT TO FUTURE SPECIAL ASSESSMENTS FOR ANY UPGRADES AND EACH PARCEL SHOWN ON THIS MAP (PLAT) IN SUBJECT TO STATE, COUNTY,
IMPROVEMETO7$ TO THE ROAD. AND TOWNSHIP LAWS, RULES AND REGULATIONS WETLANDS, MINWUM
LOT SIZE, ACCESS 70 PARCEU ETC.) BEFORE PURCHASING OR DEVELOPING
ANY PROPOSED DISTURBANCE OF SLOPES 20% OR GREATER NOT IDENTIFIED ON THE ANY PARCEL OF LANG. CONTACT THE ST. CROIX COUNTY ZONING OFFICE
AND TF APPROPRIATE TOWN BOARD FOR ADNCE
APPLY '
APPROVED PLAT OR CSM THAT IS EX DED AND NOT COVERED BY THE ESCROW
PERMIT. ~THISEPERMIITT IS APPLIED OR TTHRO~UGH ~ ZOOINNGGAOOFFF7CE AND IS REVIEWED DRAINAGE EASEMENT NOTE: UTILITY E,
MONEY E THROUGH A PUBLIC HEARING PROCESS BY THE ST. CROIX COUNTY BOARD OF
ADJUSTMENT. NO OWNER OR RESIDENT SHALL DO ANY7 1NG WHICH IN POLE OR BURIED CABI STALLAT WVULD INTERFERE Wirt VI10N WOULD D15T
SETBACKS FRONT= CHANCE THE OPERATION OF THE APPROVED COMPREHENSIVE WATER VISION ALONG ANY LOT L
50' (UNLESS OTHERWISE NOTED) DRAINAGE AND SOIL EROSION PLAN FOR TFIS PUT. TINS INClU0E5 BUT 5 OF OF A L A SURVEY STAKE BY A
REAR 25' NOT UMI TED TO BUILDING UPON, OBSTRUCTING, ALTERING, FlWNG, OR 236.32 WISCONSIN STATUT
SIDE - 25' (COMBINED) EXCAVATING OR PLANING IN ANY POND EASEMENTS. WATER DRAINAGE SET FORTH ARE FOR THE
FRONT SETBACK MEASURED FROM R-O-W DITCHES WATER RUNWAYS, WATER CULVERTS, BERMS OR GRASS SEEDINGS. PRIVATEMJBUC UTKJ LIES
N*Isconsin ORI SONLEVALUATION REPORT #2519
r
Department of Commerce in accordance with mm 85, Wis. Adm. Code Page 1 of 4 Division of Safety and BuildingsCertified Soil Testing, LLC
oy :e County
Attach complete site plan on paper not less than 8'/2 x 11 Inches . m t
include, but not limited to: vertical and horizontal reference point (B dire n
percent slope, scale or dimensions, n anei t*nn and to rest ad. Parcel I.
p~~rr~ pendi lot 14
Please prin all AFrrf~t~~ Reviewe D
Personal information you provide may be u d for secondary purposes (PrivaL w, s. 15. 1) (m)).
Property Owner roperty Location
Ofstie, Darin ovt. Lot NW1/4, SE1/4, S10, T28N, R15W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
2104 Pierce/St. Croix Road 14 Pond View Acres
City State Zip Code Phone Number ❑ City Village ® Town Nearest Road
Baldwin WI 54002 -715-684-3299 Cady 310Th St.
X, New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
L _ Replacement ❑ Public or commercial - Describe:
Parent material loess over till Flood plain elevation, if applicable NA ft.
General comments potential 4'x 112.5' rock cell mound on 99.5 as upslope edge of rock w/ 25 sand fill w/ state/county
and recommendations: approval for interpretive determination
❑ Boring
1 Boring #
® Pit Ground surface elev. 101.5 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft:
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-4 7.5YR 3/2 - A 2 m gr mvfr gs 1M .6 .8
2 4-9 7.5YR 3/2 - sil~ 2 f sbk mvfr cs lm .6 .8
3 9-15 10YR 4/3 f2d 7.5YR 4/6,5/3 sil 1 m sbk mvfr gs im .4 .6
4 15-24 10YR 4/3 c2d 7.5YR 4/6,5/3 sil 0 m mvfr cs 1M 0 .2
5 24-48 7.5YR 4/4 c2p 7.5YR 5/8,5/3 sl 0 m mfr - - .2 .6
-T I I I I -
F original 14-1 pit, 12/5/05; lacks A+4"; presumptive limit is 0"; H5 consistence grades to mfi below 38"
❑ Boring
Z Boring #
® Pit Ground surface elev. 101.5 ft. Depth to limiting factor 0 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft:
in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-5 7.5YR 3/2 f1f 7.5YR 3/4 sil 2 m gr mvfr gs lm .6 .8
2 5-8 7.5YR 3/2 cif 7.5YR 3/4,5/3 sil 1 m sbk mvfr cs 1M .4 .6
3 8-11 10YR 4/3 m2d 7.5YR 4/6,5/3 sil 1 m pl mvfr gs - .4 .6
4 11-18 10YR 4/3 m2p 7.5YR 4/6,5/8 sil 0 m mvfr cs - 0 .2
7.5YR 5/3
5 18-34 7.5YR 4/4 f2f 7.5YR 4/6,5/3 Ifs O S9 ml cs - .5 1.0
6 34-50 7.5YR 4/4 - fsl 0 m mfr - - .2 .5
original 14-2 pit, 12/5/05; lacks A+4"; presumptive limit is 0"; H6 has massive side seeps
' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >3 < 150 mg/L uent # = D < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signat re: CST Number
Henry F. Grote < 222774
Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave. Menomonie, WI 54751 12/4/2006 715-233-0398
SBD-8330 (R.07/00)
Property Owner Ofstie, Darin Parcel ID # _pending lgt r-A Page 2 of 4
Fil J Boring
Boring # Z Pit Ground surface elev. 100.0 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. *Eff#1 *Eff#2
1 0-9 7.5YR 3/2 - sil 2 m gr mvfr cs lm .6 .8
2 9-13 10YR 5/3 c2d 7.5YR 4/6 sil 1 m sbk mvfr gs lm .4 6
3 13-23 10YR 5/3 m2p 7.5YR 4/6,5/8 sil 1 m sbk mvfr gs lm .4 .6 '
4 23-50 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - 1m .2 .6
lacks A+4"; presumptive limit is 0"; H2 sbk occasionally parts to 1 f pl; some Is inclusions 40-50";1 m roots to 37"
4 _ Boring
Boring # X Pit Ground surface elev. 100.2 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft:
in. Munsell Qu. Sz. Cont. Cola Or. Sz. Sh. *Eff#1 *Eff#2
1 0-4 7.5YR 3/2 - sil 2 m gr mvfr gs lm/c 6 .8
2 4-10 7.5YR 3/2 - sil 1 m sbk mvfr gs lm .4 6
-
3 10-14 10YR 5/4 f2f 7.5YR 4/6 sil 1 m sbk mvfr gs 1m .4 .6
c2d 7.5YR 4/6,5/8
4 14-22 10YR 4/4 7.5YR 5/3 sil 1 m sbk mvfr gs lm .4 .6
5 22-50 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mfr - lm .2 .6
lacks A+4"; presumptive limit is 0'; H2 sbk occasionally parts to 1 If pl; some Is inclusions below 40"; 1 m roots to 34"
rJ Boring
Boring # x Pit Ground surface elev. 98.7 ft. Depth to limiting factor 0 in.
Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Or. Sz. Sh. *Eff#1 *Eff#2
1 0-9 7.5YR 3/2 - sil 1 f-m sbk mvfr cs lm .4 6
2 9-14 10YR 4/3 f2f 7.5YR 4/6 sil 1 m sbk mvfr gs lm .4 .6
3 14-25 10YR 4/4 c2p 7.5YR 4/6,5/3 sil 1 m-c sbk mvfr gs lm .4 .6
4 25-45 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - lm .2 .6
lacks A+4"; presumptive limit is 0"; H2 sbk occasionally parts to 1 f pl;l m roots to 32"
* 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-8330 (R 07/00) Certified Soil Testing, LLC
Property Owner Ofstie, Darin Parcel ID # pending lot 14 Page 3 of 4
6 ;Boring
F ]Boring # Pit Ground surface elev. 98.5 ft. Depth to limiting factor p in. Soil Application Rat
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. `Eff#1 -Eff#2
1 0-7 7.5YR 3/2 - sil 1 f-m sbk mvfr cs 1m .4 .6
2 7-14 10YR 5/3 f2d 7.5YR 4/6 sil 1 m sbk mvfr gs lm .4 6
3 14-21 10YR 4/4 c2p 7.5YR 5/3 5/8 sil 1 m sbk mvfr gs lm 4 6
m3p 7.5YR 4/6,5/8
4 21-47 7.5YR 4/4 7.5YR 5/3 sl 0 m mfr - - 2 6
lacks A+4"; presumptive limit is 0"; H2 sbk occasionally parts to 1 f pl; some Is & s inclusions below 42"; redox features become f2p below 37"
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-8330 (R 07/00) Certified Soil Testing, LLC
i
O
4Eg :
kz 6-0
,Q lw 4g~ - - _ -
s~wtl (-q9 l3 b~~~~o~
X4-4 ~ cso ,Z„~
3~0
"a
Cg85-~
a~
C 1 rO . p,
~3 14-Z ors o.ra.a
Q