HomeMy WebLinkAbout018-2001-28-000
SAFETY AND BUILDINGS DIVISION
commerce.wi.gov Integrated Services Bureau
13 East Spruce Street
INSPECTION REPORT iPPewa Falls, w1 54729
i sco n s i n ommerce.wi.gov/sb
Department of Commerce R, 15) 726-2544
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Date of Inspection: May 9, 2005 Plumber Name and Address: Q
Project Name: Sylla O
Use: Residential Q6~
0 Co
Legal Description: NE, NW, 14, 29, 17W Ni O
Site Number: NA NGOFF
Subdivision: Lots 27-28 Forest Ridge Estates Certified Soil Tester Name and Address:
Municipality: Town of Hammond Mary Jo Hollister, CST 224832
County: St. Crix W9875 690th Ave
River Falls, WI 54022
Plan Transaction Number: NA
Sanitary Permit Number: NA Owner Name and Address:
Mark Sylla
Wastewater Flow: 450-600 gpd 523 Westridge Circle
Persons Present: MJ Hollister, P.Ouinn River Falls, WI 54022
An onsite soils verification was conducted at the above referenced at the request of the CST and County
Inspector. Some controversy surrounds the approval of soil conditions on these two lots, since more than one
CST has done work at this site and some disagreements have occurred. Several hand constructed soil borings
were reviewed over the proposed system areas on Lots 27 and 28 with the following results.
Lot 28 Boring A Redox features observed at 4 inches depth in the A horizon.
Boring B 00-09" 10YR 3/3 sil, 2msbk, mfr, cw.
09-15" 10YR 4/4 cl, 1 msbk w/ c2d 7.5YR 5/6 and 5/3 rmfs.
Other Several other soil borings were evaluated and all had A+4 or better conditions.
Lot 27 Boring A A+4 conditions exist.
It is the soil tester's option on Lot 28 whether to pursue an interpretative determination in the area originally
evaluated or to move the proposed mound to a slightly different location where soil conditions appear to better
meet minimum code requirements
,,T<e CST to resubmit reports for both lot my soil borings with A+4 or better depth to redox features may
be considered for stan ar mound esigns. From the conditions I observed, it seems likely that adequate area
will be available for mound systems to be installed. For a three-bedroom home the single cell mound length
would be about 125 feet. Shorter and wider designs may be possible depending on the area defined by the CST
as being suitable.
~lf
a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow subsoil
permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rated
should not exceed 0 3 qpd/ftz The large basal area will partially compensate for the gentle land slope and
prevent wastewater leakage at the mound toe. At least 24 inches of sand lift is recommended when applying
septic tank effluent to the distribution cell of the mound to ensure proper treatment at these sites. The longest
portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface
water around the mound structure as much as possible. If there are any questions regarding this report, please
contact me.
4oZ
y GJJ nsky, W tewat pecialist cc: ® County El Plumber
Ljansky@commerc .state.w . s E-mail [N CST ❑ Owner
715/726-2544 Voice 715/726-2549 Fax ❑ Other
vwsconsin Department of Commerce SOIL EVALUATI EPORT Paw 1 of accordance ~i
Division of Safety and Bum
in County ST. CROIX
Attach complete site plan on paper not less than 81/2 11 irotues in size. Plan must
ice
include, but not limited to: vertical and horizontal point (BWq, dWec ion Parcel I.D. 018 - 2001- 28 - 000
to road]
percent slope, scale or dimensions, north arrow, and and dh*
PkWe print all info - R Date
3
Personal inforrnation you provide may be used for secondary pubmes (P p l•~iH~SJ {t~ m}l,-1 &12
Property Owner Property l ocatron
MARK SYLLA Govt Lot - NE 114 NW 114 S 14 T 29 N R 17 E()WW
Property Owner's Mating Address Lot # Blodu # Subd. Name or CSM#
523 Westridge Circle 28 - Forest Ridge Estates
CRY State Zip Code Phone Number E]Cft wage [EITO." Nearest Road
River Falls, WI 54022 ( 715) 426 - 4802 C.T.H. E
New Construction UseEj Residential / Number of bedrooms 4 Code derived design flaw rate 600 GPD
13 Replacement Public or commeraal - Describe:
if applicable A ft.
Parent material tilUourtwash Flood Plain eir
oftn
General 00"v"~~ Mound System - 2.0 & sand fill 0. rate - 12" low dep C
(If pre-treatment system -12" mound ' 0.3 f'vco_-
aAtA- 6w
# o Boring F7]rl i~
Pit Ground surface elev. 97.71 ft. Depth to uniting factor 12 in. Sol Application Race
Horizon Depth Dominant Color Redox Dmaription Texture Stricture Cor uce Boundary Roots GPDW
-Mansell Qu. Sz- Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-5 10YR2/2 - sil 3f-mabk mvfr ab 2vf-co 0.6 0.8
r t 2 5-9 - sil 1 f- l mvfr as 2vf-co 0.4c 0.6
0 3 9-12 10YR4/4 - sil 1 f-mabk mfr as 1 vf-co 0.4c 0.6
4 12-15 10YR4/4 c2f 10YR4(6 sil If--mabk mfr - lvf-co 0.4c 0.6
(Some gr; few')
13 Boring # Boring 98.71 17
0 Pit Ground surface elev. ft. Depth to limiting factor in. Raffle
Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPDW
in. Mu nsel Qu. Sz. Cont. Color Gr. Sz Sh. `Ewi "Eff#2
1 0-5 10YR2/2 - sil 3f-mabk ds cb 3vf-co 0.6 0.8
2 5-12 10YR2/2 - sil 2f-mabk ds as 2vf-co 0.6 0.8
3 12-17 7.5YR3/4 - s sil If--msbk dsh as 2vf-co 0.4c 0.6
4 17-19 7.5YR3/4 - s sil 1 f-msbk mfr - 1 vf-m 0.4c 0.6
Effluent #1 = BOD > 30:s 220 mg& and TSS >30:s 150 ng& ` Effluent 02 = BOD 5 30 mg& and TSS 5 30 rig&
CST Name (Please Print) Signature r' CST Number
M Jo Hollister 224832
Adder Date Evaluation Conducted Telephone Number
W9875 690th Avenue, River Falls, WI 54022 07-31-02; 09-18-02; updated 04- (715) 426 - 1775
SYLLA, Mark (L6j z%) Formal ID* 018 - 2001 - 28 - 000 page 2 or Property Owner
Boring
C
Boring # El Pit Ground surface elev. 97.24 ft. Depth to knifing factor 20 in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Skuck a Consistence Boundary Roots GPDW
in. Munsefl Qu. Sz. Cort color Gr. SZ Sh. -EW1 '81112
1 0-8 10YR2/2 - sil 3f-mabk ds ab 3vf-co 0.6 0.8
2 8-11 10YR22 - sil if- l ds ab 2vf-co 0.4c 0.6
3 11-17 7.SYR3/4 - s sil If--mabk dsh as 2vf-co 0.4c 0.6
4 17-20 7.5YR3/4 - sl if--msbk ds as lvf-m 0.4 0.7
5 20-22 7.5YR3/4 c2d 10YR4/6 A lf--msbk ds - lvf-m 0.4 0.7
(Some gr.)
i
F D Boring* R Bow NA 13
Pit Ground surface elev. ft. Depth to flmiting factor in. Son Rate
Horizon Depth DominantColor Redox Description Texture Structure Consistence Boundary Roots GPDNF
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *M1 '8102
1 0-9 10YR3/2 - sil 3f-mabk ds ab 3vf-co 0.6 0.8
2 9-13 sil If--mabk mfr as 2vf-co. 0.4c 0.6
3 13-15 10YR4/4 c2d 10YR4/6 s sil lf--mabk mfr - 2vf-co OAc 0.6
E Boring # Boning Ground surface elev. 95.40 ft Depth to limi g factor 15 in.
1_I Pit I Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Can oe Boundary Roots GPDAF
in. Mtr>sefl Qu. Sz. Cord. Color Gr. Sz. Sh. 'EfW1 'Eff/2
1 10YR3/2 sil 3f-mabk ds ab 3vf-co 0.6 0.8
2 9-15 loyg3/4 - scl 2f-mabk mfr as 2vf-co 0.4 0.6
3 15-17 10YR3/4 cIf 10YR4/6 sci 2f-mabk mfr - 2vf-co 0.4 0.6
Effluent #1 = BOD, > 30 < 220 mg& and TSS >30:5 150 mg& ` Effluent n2 = BOD, < 30 mg& and T,% a 30 mglt_
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.
saa333orest tR.arrool
Property SYLLA, Mark (,1.l 28) Pare # 018 - 2001- 28 - 000 Page 3 of 4
Owner ID
• Boring
F
Bo" # ❑ Pd Ground surface elev. 95.40 ft. Depth to k M" factor 15 in. SW Application Rake
Horizon Depth Dominant Color Redox Description Texture Shuchre Consistence Boundary Rooks GPDR
~k in. Munsel Qu. Sz. Cord. Color Gr. Sz. Sh. -M -01112
h 1 0-8 10YR3/2 - Sil 3f ibk mvf as 3vf-co 0.6 0.8
2 8-15 10YR3/4 - scl 2f-mabk mfr as 2vf-co 0.4 0.6
3 15-17 10YR3/4 flf 10YR4/6 scl 2f-mabk mfr - 2vf-co 0.4 0.6
(Some gr.)
F G # Ppit Ground surface elev. 94.46 ft. Depth to In ftv factor 14 in. Sol
Application Rafe
Horizon Depth Dominard Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsel Qu. Sz. Conk. Color Gr. Sz. Sh, TO" -011112
~k 1 0-8 10YR3/2 - Sil 3fabk mvfr as 3vf-co 0.6 0.8
2 8-14 scl 2f-mabk mfr as 2vf-co 0.4 0.6
3 14-17 l0YR3/4 flf 10YR4/6 Scl 2f-mabk mfr - 2vf-co 0.4 0.6
(Some gr.)
❑ Bo ft # H Boring Ground surface elev. ft. Depth to lrnitim factor in.
Pit ~ • Rate
Horizon Depth Dominant Color Redo)(Description Texture Structure Consistence Boundary Roots GPDW
in. Morsel Qu. Sz. Court. Color Gr. Sz. Sh. -EfW1 -EtFa
~71
' Effluent fl = BODS > 30 < nO mg& and TSS >,V :S 150 m_q& - Mx%nt #2 = BOD, a 30 mg& and TSS < 30 mg&
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 608-264411M.
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Parcel 018-2001-28-000 12/03/2004 12:01 PM
PAGE 1 OF 1
Alt. Parcel 14.29.17.892 018 - TOWN OF HAMMOND
Current ❑X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): Current Owner
* E W HOMES INC
E W HOMES INC
1114 W DIVISION
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description " 995 193RD ST
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 2.250 Plat: 1961-FOREST RIDGE EST 1/30 018/03
SEC 14 T29N R17W PT NE NW FOREST RIDGE Block/Condo Bldg: LOT 28
ESTATES LOT 28 (2.250AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
14-29N-17W NE NW
Notes: Parcel History:
Date Doc # Vol/Page Type
01/14/2003 705829 9/46 PLAT
2004 SUMMARY Bill Fair Market Value: Assessed with:
271,200
I
Valuations: Last Changed: 07/15/2004
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 2.250 39,800 0 39,800 NO
Totals for 2004:
General Property 2.250 39,800 0 39,800
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00