HomeMy WebLinkAbout040-1257-90-000 (2) Safety and Buildings Division
13 East Spruce Street
Chippewa Falls,WI 54729
ww•�v.commerce.state.wi.us
Tommy G.Thompson,Governor
D}epartme w of Comm ercm Brenda J.Blanchard,Secretary
February 28, 2000
a TTN: INSPECTOR
CUST ID No..263197
,�r < :-
ENVIRONMENTAL BY DESIGN ST.',CROIX COUNTY ZONING
1101 CARMICHAEL RD
THOMAS C. NELSON HUDSON WI 54016
1432 120TH STREET
NEW RICHMOND, WI 54017 s
RE: CONDITIONAL CERTIFICA''tON ''��,c aria Identification Numbers
r' Site I.D. Number: na
SITE ST CROIX COUNTY,TOWN ,Yf Transaction No.: 21862-901
NW 114,SE 114, S24,T28N, R20W Please refer to both identification
LOT 112 -TROY VILLAGE THIRD ADDITION numbers, above, in all correspondence
with the agency.
DESCRIPTION: MOUND RESTRICTION RELEASE
The Department has reviewed the additional information received on February 28, 2000, and the request
to release the mound restriction on the above referenced property. This request is supported with
information that indicates this property is acceptable for development with a below grade soil absorption
type private sewage system. Therefore, the Department waives the above mentioned restriction and has
no objection to the development of this property provided that the private sewage system is constructed in
accordance with the applicable requirements of Chapter Comm 83,Wisconsin Administrative Code.
Conditional certification is hereby made to waive the mound system restriction for this lot provided the
following condition(s)are met:
1. The release and waiver of the mound restriction should be incorporated into a correction instrument
under s. 236.295, Wis. Stats. This recommendation will eliminate future questions regarding the
restriction on the recorded plat.
2. The soil absorption system areas on this lot are preplanned, and as such no development shall occur
in the preplanned areas and development adjacent to the preplanned area shall meet appropriate
setbacks so as not to jeopardize the private sewage system installation. Pursuant to Com 87.04 (7)
(a)2.,Wis. Adm. Code, any changes to the location or extent of the preplanned area will require
Department review and approval.
This certification does not include review of the design for the proposed private sewage system. All other
applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior
to issuance of the sanitary permit for a project at this site. All permits required by the city, village,
township or county shall be obtained prior to installation.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at
the address on this letterhead.
Sincerely,
DATE RECEIVED 9/3/99
FEE REQUIRED $ 80.00
L roy G ansky, astew r Specialist FEE RECEIVED $ 80.00
Field Op rations Bureau BALANCE DUE $ 0.00
(715)726-2549 Fax
(715)726-2544 Voice
Ijansky @commerce.state.wi.us
cc: DOA Plat Review St. Croix County Zoning
WexonsinrDepartmentofCommerce SOIL AND SITE EVALUATION Page 1 of 3
Divisrfn of Safety and Buildings in accord with Comm 83.05,Wis.Adm. Code Environmental By Design
Attach complete site plan on paper not less than 8'/x 11 inches in size. Plan must County
include,but not knited to:,vertical and horizontal reference point(BM),direction and St. Croix
percent slope,scale or d'irhemsions,north arrow,and location and distance to nearest road. Parcel I.D.# a67�0�G8
APPLICANT INFORMATION- Please print all information. Reba By Date
Personal information You provide may be used for secondary purP�(PAY�.s.15.04(1)(m)). /\r
Property Owner Property Location
Continental Development Govt Lot NW 1/4 SE 1/4 S 24 T 28 N,R 20 W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
12301 Central Avenue NE, Suite 230 112 Troy Village 3Rd Addition
Ci(y State Zip Code PhoneNumber ❑City ❑Village ®Town Nearest Road
Minn lis MN 55434 612-757-7568 Troy I St.Armes Parkway
❑ New Construction Use: ❑ Residential/Number of bedrooms 4 ❑Addition tD existing building
❑ Replacement ❑ Public or commercial describe
Code Derived daily flow 600 gpd Recommended design loading rate 5 bed,gpdr 6 trench,gpdff
Absorption area required 1200 bed,fF 1000 trench,fl? Maximum design loading rate •5 bed,gpd/ff .6 trench,gpd/ftz
Recommended infiltration surface elevation(s) 94.75' -k" S43&m=I# ft(as referred lo site plan benchmar
Additional design/site considerations Systems to meet minimum depth requirements
Parent material Loess Over Glacial OutWash Flood lain elevation,if applicable
NA ft
S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U=Unsuitable for system ®S ❑ u ® S ❑u I ® S ❑u ❑ s M U ® S ❑ u ❑ S M U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistent Boundary Roots GPD/f�
Boring# Horizon in Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. :B:ed ; Trench
1 1 0-13 10yr3/1 - sil 2msbk mfr cw 2f 5 i 6
2 13-37 10yr4/4 - sil 2msbk mfr cw if .5 i .6
Ground 3 37-49 7.5yr4/6 - Is 2msbk mvfr cw - 7 ? .8
elev
100.39 It 4 49-112 7.5yr6/4 s* Osg ml ,.. - - .7 .8
Depth to V v\
limiting .fig �� i.'�e'!tE l
factor
>112
Remarks: *w/bands of s 1 4/4 = /' t-101 X
Ph,,.UN
2 1 0-16 10yr3/1 - sil rrfs mfr cw 2f 5 .6
W1�4. cvv if .5 .6
2 16-40 10yr4/4 - sit 2ms
Ground 3 4046 7.5yr 4/6 - is 2msbk mvfr cw - 7 ? 8
elev
99.14 It 4 46--112 7.Syr6/4 - s Osg ml - - .7 .8
Depth to
limiting
factor
>112
Remarks:
CST Name(Please Print) Signature: Telephone No.
Thomas C.Nelson 715-246-2454
Address Environmental By Design Date CST Number Ref#
1432 120th Street,New Richmond,WI 54017 / ' 227387 I20
PROPERTY OWNER:Continental Development SOIL DESCRIPTION REPORT �2 Page 2 of 3
Environmental By Desi
PARCE,.I.D.# GPD/Ie
Depth Dominant Color Mottles Texture Sere �onsistence Boundary Roots
Horizon in Munsell Qu.Sz.Cont Color Gr.Sz.Sh. Bed ' Trench
3 1 0-10 10yr3/2 - sil 2msbk mfr cw 2f 5 6
2 10-30 10yr2/1 - sit 2msbk mfr cw if 5 6
Ground - .5 ; .6
elev 3 30-52 10yr4/4 - sit 2msbk mfr cw
99.64 ft 4 52-57 l Oyr4/4 - is 2msbk mvfr cw - .7 .8
Depth to 5 57-138 7.5yr6/6 - s Osg m 8
l 7
limiting
factor
>138
Remarks:
4 1 0-12 1Oyr3/2 - sil 2msbk mfr cw 2f .5 .6
2 12-31 10yr2/1 - sil 2msbk mfr cw if .5 ? .6
Ground - 5 6
elev 3 31-42 10yr3/4 - sil 2msbk mfr cw
100.98 it 4 42-61 10yr4/4 - sil 2msbk mfr cw - .5 .6
Depth to 5 61-70 10yr4/4 - is 2msbk mvfr cw - .7 .8
limiting
factor 6 70-85 7.Syr6/4 - s* Osg ml cw - .7 .8
>102
r,4o
7 85-02 7.5yr4/6 n - s Osg I ml - - .7 i .8
Remarks: *bands of sand 10yr4/4
5 1 0-17 10yr3/2 - A 2msbk mfr cw 2f 5 6
2
elev 3 17-35 10yr4/4 35-47 7.5yr4/6 - sit 2msbk mfr cw if .5 .6
Ground is 2msbk mvfr cw - 7 8
-
99.96 ft 4 47-1 4 7.5yr6/4 - s Osg ml - - 7 8
Depth to
limiting
factor
>94"
Remarks: Oe e4
Ground
elev
Depth to
limiting
factor
Remarks:
ST. CROIX COUNTY
WISCONSIN
.� ZONING OFFICE
N ST.CROIX COUNTY GOVERNMENT CENTER
■rr:r 1101 Carmichael Road
Hudson, WI 54016-7710
(715) 386-4680
September 15, 1999
Wisconsin Department of Commerce
Plat Review
ATTN: Leroy Jansky
Box 8911
Madison,WI 53708-8911
RE: Onsite soil verification, lot 23, 27-28, 60-61, 64 112 of Troy Village Subdivision, Sec. 19, Town of
Troy, St. Croix County,Wisconsin
Dear Leroy:
I have reviewed the soil reports for lots 23, 27-28, 60-61, 64 and 112 in Troy Village Subdivision, filed by
Tom Nelson, CSTM #227387 and have conducted onsite soil verifications on these lots. My findings have
verified that the soil conditions as reported by Mr. Nelson are accurately described. The soils on these lots
are suitable for subsurface sewage disposal with loading rates of 0.5/0.6 and 0.7/0.8 GPD/sq.ft.
I'm also concerned that a large portion of the tested area on lots 23, 27-29 and 112, was disturbed due to
the fact that the borings got quite large during excavation and were open for such a long time. Specifically,
I'm concerned that when these borings are back filled, some of the subsoil will mix with the coarser soils,
thus affecting the infiltration rate.
If you have any questions regarding this issue, please contact me at the number listed above.
Sincerely,
)pd 66—�
Rod Eslinger
Zoning Specialist
cc: Chuck Cook, Continental Development Corporation
Tom Nelson
File
Safety and Buildings Division
Field Operations Bureau
- 13 East Spruce Street
�/'� Chippewa Falls,WI 54729
ISconsiI1 Tommy G.Thompson,Governor
Department of Commerce ��r`• Brenda J.Blanchard,Secretary
October 16, 1999
CUST ID No. 263197 ATTN INSPECTOR
ZONING OFFICE
ENVIRONMENTAL BY DESIGN v, --rCk , ST CROIX COUNTY
1432 120TH STREET ,` ✓' 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 / HUDSON WI 54016
Identification Numbers
SITE ST CROIX COUNTY,TOWN OF TROY
NW 1/4, SE 1/4, S24,T28N, R20W Transaction No.: 21862-901
LOT 112 -TROY VILLAGE THIRD ADDITION
Please refer to the appropriate
DESCRIPTION: MOUND RESTRICTION RELEASE identification numbers, above, in all
correspondence with the agency.
The Department has reviewed the request to release the mound restriction on the above referenced
property. The approval of this proposal is being put on hold until additional supporting information is
received:
1. Deeper soil boring data for B-4 and 5 or revised soil absorption system installation elevations based
on the limits of the soil depth and suitability data.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at
the address on this letterhead.
Sinc rely, DATE RECEIVED 09/27/99
FEE REQUIRED $ 80.00
FEE RECEIVED $ 80.00
eroy G. ansky, astew a Specialist BALANCE DUE $ 0.00
Field Operations Bureau
(715)726-2549 Fax
(715)726-2544 Voice
Ijansky @commerce.state.wi.us
cc: Continental Development
DOA Plat Review
Wisxunsin Department ofCommerce SOIL AND SITE EVAL UATION Page 1 of 3
Division of Safety and Buildings in accord with Comm 83,05;d/1fis Adm. Code
k. Environmental By Design
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan mom:' R County
include,but not limited to:vertical and horizontal reference point(BM),direction Eki2t��' St. Croix
percent slope,scale or dimensions,north arrow,and location and distance M ?#e t road Parcel I.D.
APPLICANT INFORMATION- Please print all information. S1`t 1 Rev' y Die / q
Personal information you ovide may be used for seaondar r (Privacy Law,s-15. m ` �}
r w r r purposes t r l� t 3)
Property Owner Pro iNGCY=F=GE °
Continental Development Govt f'';"; NW 1/4 /4 S 24 T 28 N,R 20 W
Property Owner's Mailing Address Lot# I 1%5jtime or CSM#
12301 Central Avenue NE Suite 230 112 1 `°�i- Tro Vill e
City State Zip Code PhoneNumber ❑City ❑Village ®Town Nearest Road
Mitut • olis iViN 55434 612-757-7568 Troy Luidsay Road
New Construction Use: ❑ Residential/Number of bedrooms 4 ❑Addition to existing building
Replacement ❑ Public or commercial describe
Code Derived daily flow 600 gpd Recommended design loading rate 1.2 bed,gpdifl? 1.2 trench,gpd,
Absorption area required 500 bed,W 500 trench,fF Maximum design loading rate 1.2 bed,gpd/tf 1.2 trench,gpd/ftz
Recommended infiltration surface elevations) 91.51 It(as referred to sfie plan benchmar
Additional design/site considerations Thick"A"horizon due to colluvial deposits at the base of hill
tParent material Loes s over Bed Rock Flood lain elevation,if licable na ft
ble for system Conventional Mound In-Ground Pressure AT-Grade System in FBI Holding Tank
itable for system ❑S ® u ® S ❑u I ❑ S E I ❑ S ® u I ❑ S ® U I ❑ S ® u
SOIL DESCRIPTION REPORT
Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Rants GPU/fl?
Boring# in, Munsell Qu.Sz.Cont Color Gr.Sz,Sh. Bed ; Trench
1 1 0-24 1Oyr4/2 - sil 2msbk mfr cw 2f .5 i .6
2 24-34 10yr3/2 - sil 2msbk mfr cw if .5 ! .6
Ground 3 34-64 10yr4/4 - sil 2msbk mfr 5 6
elev
89.63 ft 4 64-68 10yr8/3 - BEDRX - - - - hjP ! N o
Depth to
limiting
factor
64
Remarks:
2 i 0-9 10yr3/3 - sil 2msbk mfr cw 2f .5 .6
2 9-32 10vr4/6 - sil 2msbk mfr ew if .5 .6
Ground 3 32-36 10yr8/3 - BEDRX
elev
88.64 ft
Depth to
limiting
factor
32"
Remarks:
CST Name(Please Print) Signature: Telephone No.
Thomas C.Nelson 715-246-2454
Address Environmental BY Desiglt Date CST Number Ref#
1432 120th Street,New Richmond,Wl 54017 12/30/98 227387 81
. PROPERTY OWNER:Continental Development SOIL DESCRIPTION REPORT ® Page 2 of 3
PARCEL t.D.tr Environmental By Design
• Horizon Depth I Dominant Color Mofdes I Texture I Structure �Consisten Boundary( Roots I GPD/il�
in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. I Bed ! Trench
1 0-21 10yr3/2 - sil 2msbk mfr cw 2f .5 .6
2 21-31 10yr5/3 - sil 2msbk mfr cw If .5 .6 I
Urouna
elev 3 31-35 10yr8/3 - BEDRX - - - - Nf' NO
'56.76 ft
Depth to
limiting
factor
31'g
Remarks:
Ground I
iutry r r r , I I I I t
Depth to
limiting
factor I
Remarks:
Q mU! l I I I I I I
,..,« .n.. r r t r I I r r I
elev
Depth to
)imifing
factor
Remarks:
r r r r
I
Ground
elev
Depth to
limiting
factor , , I r I I I I
Remarks:
ENVIgONMENTHL BY DE51GN
14321201h STREET, NEW RICHMOND, WISCONSIN
715-246-2454
TT?nV BBT Tl?I TT V11 .1 .A P E ISO i; L 3
NW% SE Y, SECTION 24 T 28 N. R 20 W
TOWNSHIP TROY COUNTY St. Croix, Wisconsin
` lad 113
36
-7
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i3S
7f° S o
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!fib 23� .gC'
i
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SCALE 1" =40 Tom Nelson
BM 1. SW LOT CORNER Ton of iron pine ELEV. 100' 227387
BM 2. SE LOT CORNER OF LOT 113 TOP OF HUB ELEV. 91.92'
02/26/21DOO 14:33 7152462801 TOM NELSON -
RECEIVED
OIL AND SITE EVALUATION
DW=n of and lMNKP in accord with COMM$3_05,Wis,Adm.Code FEB 2.8 2000
ArUK a compiete SO plan on paper rwir less man M x 1 kom'n . Plan ny'4*
. riot§miedit:Vertical acrd t>oritordat ve*enm POW(OM),dtredm and S 8 BLDG&OW:L w. i
$rcerh sue,=2!e OF*nwn aro.nxat aCroe r,snfl and dtawm to =rep mad. pwmi Fa
APPUC W INFOR11ilAWN- Pie prhtt all wo"Moon. 8-1
parsrx A irj.m you► p W9 rrvv be used f+w sarxrdP wn ( Y Low,w i6.04(1)Oro- _ -
Pmp"LowtM3.1
P Govt. :: y:; -^ 4v
�v r mw ua �>w �a � �
prpprp tamper a laA�lirtg AddYes6 Lot# BiOCI(# Subd.WaM Or CSM# _ a
12301 Central Avenue. Su 10 230 �leereat ROB�
City State 71p Cade PhoneNumber n CRY Town
1vTN 5SA34 i51�-7�7-75b8 T'1°y
W t e,n
!N[ �tOri l �ASldgrlli e t r D�bedtooix�� 4 L,lA n t)e)ds* xatar p►ag -�
Cade lwved J ttD9, 600- _.�Qtd r4e(xxnm9nded deagn i ng .S aeg .S A� €mod 12 bed, `jga tmnch,is AMMwM d%Qn 2d m raa bad,WIV t 3G:
RsaWmmK d ln*'a aon su fiW elevdor4S) 94-75' It(as retrred b :may
A.d�lion�D 9t11 slh!ca�rins�°p�n�oivaum deptb ns��ts _ -.__
Parent.'medal €mss Over Glacial thdwash Hood
' Cerlin� �t ir}�rs►�rlR�# AT-Q r► t .w�°,%T
Esau 0aousCtug ® � cj U
u-munsuAabe for system
solL WSCPJP110H REPORT
Bcdftg s lzs�n FlunseA Qu Ccllpr Tactual;i GY Sz Sfi. ;onssrt Boats ► ; ,
6 t
:3 10yT311
r77r
2 i 13-37 10yrV4 - st1 2msblr cgfr m x ,
Gmnd 3 37-49 7.5yr416 - s is 2rmsbl _xnvfr : r
elm w
%Us f<f 4 49-17.2'° 7.5yr6/4 w s ml - -8
>112
w/bands of s J!bcW4 -------
3 }
046 10ya/1 - t 2n
Ground 3 40-46 7,5yr 416 is w 2msbk ms✓ :a _ 1
99.14 ft ? 4 �46-.11 7.5yW4 - s +• 0sg 'nl _ _-- _ s
cap o
CST Nww(p4we Prt ��• T '� 3►Cra�z; .Addra&s Eve lay llesrg}r " 4rsn >r
D43212ftS0Vet,T40w)?j W1 54017 4 f G'!w�-2i3t;9
�2/28/2030 14:33 7152482801 T CJtyi NELSON 3
C: a> �oremcaowi� __ SOL DESCRIPTION REPORT 2
.�
+ �
1 Texl�u�e ii _ .
munseil Qu.Sz.cont cow
a _
II
0-10 10yr3/2
2 1 142-30 10yr?!I - 2k --
(a�lMilly mf-.
9.9.84;t ; j3• 52-5'1 tl )t?yr414 _ Is mrrxr���_-- __ .•° _ d
J __..
,1 5 -15 7-138
@ 0•12 10yr3/2 - — zai 2n0*
3 h A,�vS L l0yt'1/d 9 { { Z1I15�f�C 1
42 i±ms's IS .7r� ?�.ltib � �..Sr I' �".�r —' •�C'
II ---
iC09$t' 1"4 - 2Msb
t
6
70-85 7.5yW4 - 3� 3 ow,
A
-7 33-1 i{U 7.5ypWG oui d 11
q -.•vi
ttbt 1 bm&of swd LOyW4
' a 0.17 )Oyfrl2
2 i'-35 9 [Oyr414 - r1 2 'I _ h
35-47 7.5yr4/6 � - 1 �s � ZmsSk k nevi
V-140
— CE
r 1 00
I SAFETY $ BLDGS DIV.
[RVIROKAER7AL �Y OfSf*�R
1432 '120`t' STREET,NEW RICHMOND, WISCONSIN
715-246-2454
Tom Nelson
Certified Soil Tester 227387--Registered Sanitarian SR00713
***s*ss**s»*sss*ssssss*s*ss*s*s***********sss*ssss*s*ss***s**ss*s
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BM I. -To Q n-C Sto(z-m cl ca' r-, Co c\ �A v
BM 2 7a P o F r-, i i L-J/ Yet) o..-) 9�;66o h q S , I
ENVI*PONA 1'�K
1432 120`b STREET, NEW RICHMOND, WISCONSIN
715-246-2454
Tom Nelson
Certified Soil Tester 227387--Registered Samtarim SR00713
( i e `' "sc
11 L. c h s
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a
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SCALE 1" = ?C) Tom Nelson
BMl—Fo�
BM 2
G t Ua c.1 10 CJ r-1 6 C''� n
Aggregate SAS
SYSTEM ELEVATION AND SIZING CALCULATIONS
Below Grade Aggregate Soil Absorption Systems
Lot 112 Permit Number 2/28/00 Date
X X. Gravity Distribution
only 1 Pressure Distribution
3 ft Suitable Soil 1
8 in Aggregate Depth 2
4 lin Nominal Pipe Diameter
600 gpd Estimated Daily Peak Flow
0.80 gpd/ft 2 Wastewater Infiltration Rate
750.0 ft Minimum SAS Size
94.75 Ift Proposed SAS Elevation
Soil Surface Acceptable Finished Grade EL 3(ft)
Boring Grade Limitation SAS Elevation(ft) System Minimum Maximum
Number Elevation(ft) Depth(in) Lowest I Highest Elevation? 97.42 99.25
1 100.39 112 94.06 98.72 Yes Cut required
2 99.14 112 92.81 97.47 1 Yes
3 99.64 138 91.14 97.97 Yes Cut required
4 100.98 140 92.31 99.31 Yes Cut required
5 99.96 140 91.29 98.29 Yes Cut required
1. Depth of suitable soil required below the infiltrative surface for treatment.
2. Depth of aggregate below distribution pipe.
3. Based on chosen system elevation,and aggregate depth. The addition of
fill for cover or the reduction of finished grade may be required to meet
minimum or maximum code standards.
Personal information you provide may be used for secondary purposes[Privacy Law,s.15.04(1)(m)].
SBD-10553-E (R.05/98)
L
Troy ueveidpnranf CbrMraNbizi
1�?J111 Central Avenue AE
Blaine, MN 55434
(612) 757-7568
OMOT 3
COMMON AREA — PARK 4.�AC 4
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LEGEND A° 1.64?C
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——— UNLESS OTHERWISE SHOWN. ?�
_............. DRAINAGE EASEMENT, 10' WIDE ,,' 41 42J �- 2 47
UNLESS OTHERWISE SHOWN. 1.617 AC a t.ioe c 48 49 N
BUILDING SETBACK LINE. 75' 1.642 AC N �9 4 064 A 7.5?7 PC
— — — UNLESS OTHERWISE SHOWN.
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100 0p' i �� ti ,o e 2Ac 7.1 a 5c 20
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300.61 i 1 591 AC, 6 6
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