HomeMy WebLinkAbout026-1294-22-000
sconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 552303 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Oeverin Homes LLC, aka Oeverin Pro ertie Richmond, Town of 026-1294-22-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
160 6M 65 T_ 28.30.18.1504
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic y.~ Benchmark
r, I L-4, 3 /Qclo 3.5 /as. g oc~
a
Aeration Bldg. Sewer • '
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO ~/L WELL !BLDG. Vent to Air Intake ROAD Dt Inlet
1 S •6~isr•.-
Septic 7s 2 Dt Bottom
Dosing Header/Man. g.
Aeration Dist. Pipe '
C1. ?Yf 9,
Holding Bot. System 16 IF % i/
93. S
Final Grade q
PUMP/SIPHON INFORMATION `I 77
Manufacturer Demand St Cover
GPM F• coo 3
Model Nu er
TDH Lift Friction Loss System Head H Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width 1 Length No. Of Trenches I PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3 4~ Z I e v%. Ct .Z
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: c
INFORMATION CHAMBER OR j7, A,
Type Of System: 36 175 /65 UNIT Model Number,
Jr- , I
DISTRIBUTION SYSTEM e6+_ / (P 32 05
Header/Manifold / Distribution` Ix Hole Size x Hole Spa 'nct g Vent to Air Intake
Pipe(s)
Length ? Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil Yes 0 No J Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 1144 134th Ave New Richmond, WI 54017 (NE 1/4 SW 1/4 28 T30N R18W) Richmond Acres Lot 22 Parcel No: 28.30.18.1504
1.) Alt BM Description = C.OJt~- ` ~ ~ Lo jar- 0^_
2.) Bldg sewer length = Zq
- amount of cover = y i off-
Plan Reqred? Yes >(N
Use otherlside for additionalinformation. o L__j__i " 01 _XrI _ - ---i
Date InsepcCert. No.
SBD-6710 (R.3197)
RECEIVED
I4;W S B ' gs Division yT. C'~1Yington ve., P.O. Bo 62
tAns;;*11 t'i 1 INII~; a4 Z0NjNl~iWLW 53707 7162 Pa Paink Zber (~t311ed in by Co.)
Sanitary Permit Application StateT Nwnber
in accordance with s. Comm. 63.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental /14
unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are Project Address (if different than mailing ad as)
submitted to the Department of Commerce. Personal information you provide may be used for secondary
/ e L
1►
purposes in accordance with the Privacy Law, a. 15. 1 m Stats. 134
1. A ileadon Informadon - Plesse Print All Informadon
Property Owner's Name Parcel #
s e t Q., ®a6-
Property Owner's Matting Addraee Property Location
-5 Lx-4 cJ Govt. Lot '
city, State ' ' l Zip Code Phow Number -s".) 'r+, Section
v~ ` D 1 TN; R E
II. Type of Building (check all that appiY)
, l or 2 Family Dwelling - Number of Bedmo pC Subdivision Name
ak ah o B e, ❑ Public/Commercial - Describe Use ❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of
yln.(
Town of 121 r 4f
2 &6 J. CeALIS LJ 6 d.
M. Type of Permit: (Check only o box on Use A. Complete Mae B if applicable)
A. ew System ❑ Replacement System ❑ Treatlnettt/Holding Tank Replacement Only ❑ Other Modiftesnon to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner r C
rki WTS S stam/Com onent/Device: Cbeck all that apply) d In-
IV=.I.-.
Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ~P 14,)5 ❑ Holding Tank Other Dispersal Component
(explain) ❑ Pretreatment Device (explain) C.J✓+~r
V. Dis restment Area Informado
Req st) Dispetsai Area / / 6(sf) System Elt
Design Flow (epd) Design Soil Applicatio Dispersal Ara
y~ v 7 G s, z7ac -3 v,
VI. Tank Info Capacity in Total # of M ufacturer
Gallons Gallons Units
Now Tanks Existing Tanks n , t
Septic or Holding Tack.. .
Dosing Clamber
VII. Responsibility Statement-,L the undersigissul, assume r odbility for Installation of the POWTS shown on the attached plates.
Plumber's ame (Print) Pittrai MP/MPRS Number Business Phone Number
PI 72sCL.-
Address (Street, City, State, Zip Code)
t use Only
vIII. Conn ADeparbsism
Approved Permit Flee Date Issuin Pea 0
ow, m Reason nial tab Z 17
IL Condit'op~1 #490g AWAM. 8 a for Diapproval a~ S 1Septic tank, eHtuent,flter and }
dispersal cell must all be servkes / maintalned `o p~ o r
as per management plan provided by plumber.' n
2. All selfback requi/ements must be maintained
to complete • system and submit to the County oaly an pai~ftw not hm than 8 In x 11 Nebula 1120
SBD-6398 (R. 0 1/07) Valid thm 01/09
Cover Page
Shaun Bird
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715-246-4516
Date: 2/6/12
Owner:Oevering Homes LLC
Location: NE1/4 SW1/4 S28 T30 N,R18W Lot 22 Richmond Acres
System type: In-ground absorbtion system (conventional)
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-5. Maintanance and Contingency Plan
6. Filter Specifications Sh
Signature
License number #226
PLOT PLAN
PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
NE 1/4 SW 1/4S 28 /T 30 N/R 18 W TOWN Richmond COUNTY St. Croix
MPRS Shaun Bird 226900 DATE 2/6/12 BEDROOM 3
CONVENTIONAL )OOC IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambers 32
BENCHMARK V.R.P. Top of 1/4" steel
P pipe ASSUME ELEVATION 100 Filter BEST Filter
❑ BOREHOLE SWELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 95.2/95.3 5' below qrade
200' Property Line
B-3 ❑ Please note: further
testing will be done to
81' install system
2-3' X 65' cells with >3' spacing in better location
Vents B-4
0'
27, 40' 0,
4' B-1 0
B.M.*
2% slope B-2 100'
System is to avoid prairie grass ST
presevation easement and drainage
easement 45'
Pro 3
Bedroom
House Well is to meet all
setbacks required by
WDNR
~ Plans Designed Using jE- Quick4 Standard
Conventional Powts eaching Chamber
530' Property Line Manual Version 2.0 ith 20.0 ft2 of Area
0.2ft^2/pair of end caps
Grade at System Eleva tion
134th Ave 3 4
PLOT PLAN
PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
NE 1/4 SW 1/4S 28 /T 30 N/R 18 W TOWN Richmond COUNTY St. Croix
MPRS Shaun Bird 226900 DATE 2/6/12 BEDROOM 3
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
1000 gallons LIFT TANK SIZE DOSE TANK SIZE
MOUND SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambers 32
66 BENCHMARK V.R.P. Top of 1/4" steel pipe ASSUME ELEVATION 100' Filter BEST Filter
❑BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 95.2/95.3 5' below qrade
200' Property Line
B-3 ❑ Please note: further
testing will be done to
81' install system
2-3' X 65' cells with >3' spacing in better location
Vents B-4
0'
27' 40' 0,
4' B-1 0
B.M.*
2% slope B-2 100'
System is to avoid prairie grass ~T
presevation easement and drainage
easement 45'
Pro 3
Bedroom
House Well is to meet all
setbacks required by
WDNR
Vent
Plans Designed Using >6„ Quick4 Standard
Conventional Powts Leaching Chamber
Manual Version 2.0 of Cover with 20.0 ft2 of Area
530 Property Line 10.2ft^2/pair of end caps
4' Long 12"
Grade at System Elevation
3 4"
134th Ave
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber To be >1' above grade
10.2ft^2 pair of end plates Finish grade elevation
Typical Installation 100.0'
Vent Grade Vent
3' 4" 3'
X30/34 Septic Tank
5' Long 1 5' 5' Long 1
3611 Grade at System Elevation Grade at System Elevation
Spacing 5'
2-3' X 66' Cells
Same on other end Observation tubeNent
At end of cell
A
B
16 chambers per cell
System elevations:
A__95.2
B 95.3
Maintenance and Contingency Plan for a Septic System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of
the cells.
4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system.
5. The owner agrees to save this plan.
6. Do not plant trees nor park nor drive over system.
7. Watershed is to be diverted away from system.
f harge into system is not exceed those required as per Comm. 83
g cy Plan
#1. If system fails, determine cause of failure, use alternate area and install new
i tested replacement area.
Option #2. Install system at a lower elevation, by removing chambers, removing biomat,
and install new system.
Option#3. No adequate area is suitable for replacement area, and system elevation
cannont be lowered. Install holding tank as last resort.
3. Replace any other failing components as needed.
Plumber: Shaun Bird 715-246-4516
St. Croix County Zoning 715-386-4680
Pumper Tom Mondor 715-246-5148
Shaun Bird #226900
ST. CROIX COUNl'Y
S C TANX MAWrM CS AGR
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OamortBUYW I,
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Mailing Adds tss
Property Add
(V required, ft~aoa► Plsmadag & Zostiag Deplt~astvC ~xr
City/staae+ _ parent ~dentis~t ion Nu3mrba
L~
lPropewtr Loc etion A_ K. Sc J 1/4, Sec. ? 9 T 0 N I I o W, Town Of
Sub&visim Lot #
Cwd ffed Sa rvey Mop # , Volume Page #
Wanaanty Deed # , Volume ,Page #
i 9pao hwft(~ no Lot Base i bU( vas ) no
~a pen rise and ~ of yorer septic system aaatd ree~alt in is pr~emattar~ $ihtra to Lsm~la Pnoper
tnaiutesnuace a atsiste o#pomping art rite sepodo tank Y tlanrse years dxr sooaed~ ifaaedad, a liessrsad pa~mpar. WW you pat to
rite slnttaan can affiect the of rtes sgft teak as a vtW fhffia waste diapoeat systieret. Ownw msitdemrnace
tespatudbilitim at apemaed in f0mm 83.52(1) and in Chapter 12 - SL Ckois Caanxty 9anitasy Ordierti sm
The p roparty &Wnw aVaes m su wA to St. Orm County Planning & Zoning Depachnuat a casttlicstion fa:m. signed by fhe
owaa'and by I G maaW P JWMWYUM pbamber. raaltiated phumber or a Hosand 13 wq et: vwjr" rg flat (1) the c rift
wsstcwateot die Psi sy hM a in pcroW qeratdng comdtdm and/dn (2) afbeor iaspsWm sad I j atrg (ifnaoessary). the septic tank is
less $an 1/3:5 at! cf dad*
Lwa, thn wd lave rand firs above I and ages do maunftin$e pZivano sovnV dispoW system with the
sft-Aasds set f w&. tom. as set by tim Depa memt of Cornmeros and dw DeparanaM od'Nakud Rand maces„ Slate of Vraconsim
Certiiiaatioa s *fM6 that Y' septic systom. ltas beset nubdaittad mmst be oompebed and n moved t0 ft tat. CSrok Camly l'bmng &
2oaiag Depart mernt within 30 days of dw three year ea ort date.
Pwo samrtify that all ststenumm-a n this form are tstte to the beet of mtylaw bwwladge. T>we am/are ft owmer(s) of &C
prdrpa:ty daaa go above, by vh w of a wMaM deed =eodxtdad is PAOM of Deeds t>f.
Number of bedrooms
GNA OF APMCANT(S) DATE
***Any iatbo maticrc rater is misarepr~esetosad may result in do sanitary permit bdv9 rervodoed by do Flsml~g & Z00ft Deptut afm t.
'urns with t bb *PUNA= a Mmdad wMmy deed from the Repsoet afDeeds Office and a copy ofdo carMed stavey map if
refin=e ism a& in the wanuty dm&
(mfr.
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LLULIVL
Section Corner Mon
0 Found 1" Iron Pipe
Q Set 1-1/4" x 18"
(weighing 4.303 Ibs
other lot corners n
pipe weighing 1.13
Building Setback Lii
(100' from Right of
- - Proposed Driveway
L.B.O. Allowable Elevation
Lowest Building Op(
H.W.E. 100-Year High Wat
54.2 Benchmark - Top
12' Utility Eosemen
R= Recorded as
UNPLA TTED LANDS f
West Quarter Comer of
Section 28-30-18 (Found
Aluminum County Monument) --N89'56'Q3"E 5225.
i East-West Quarter 114 Line
N 89"56'03"E
200.00' 200.00' 177.00' 177.00' 177.00'
N89'56'03"E -1458.08'
1958.91'
19.106 30' Eoawnnt~
for Pfvk* Qross v
-j21 ProsenWA" o
~N79 tf f3"E V1 °
w ORAgdAGE , z - S z
EASEMENT o o 0 rn c'
o
i W Cn N A A
io I's
~'ry V A +,~C 20
,4
2> 19
o / t> 1.85 acres
1.94 acres
-WIY8,
24 s~ eo n n 1.98 acres 80,699 sq. ft. 84 451 sq. ft.
W LL 86,344 sq. ft. CID P
L A
h cn to A to w
2.41 acres ° ~ •
2.43 acres 12 104,860 sq. ft. Q N
106,032 sq. ft. N L. B. D 964.0
D/US TEMPORARY L.B.O." 964.0 ,ter
-SAC EASEMENT
n '
REMOVED UPON ~
W OF THE ROAD) .
A-4
--C7 4 ! "~1 g0 26'
963.2 NootitW- $ f 7?~ W 31g-6~ N79-12 786.12
v~ 5,' 1 03" C17
-200.00 - tA a' S7g,~ ,4k
S89'49'16"w11 283.02' c/5f 31$ B= 45 58.43 !"E 286.i2•
968 8 0 ' tV -1603
2Q4.93 173.1
gd N89'49'16"E ' 28111' c16 1 S•
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26 91 2Lft
7 28
25 2.26 acres z o
I 24 g 1.97 acres 2.14 acres
o 'T 98,479 sq. ft. '3 85, 736 sq. ft. °i 93, 348 sq. ft.
2.25 acres z ` 2.40 acres o 98,168 sq. ft. R8 104,517 sq. ft. c w w
w -2
III ~ I
WARRANWDEED TX~40357 2
950393
DocumentNumber Document Name BETH PABST
THIS DEED, made between Richmond Acres LLC, a Wisconsin limited REGISTER OF DEEDS
liability company ("Grantor," whether one or more), and Oeveriu Homes LLC, 5T. CROIK CO., WI
a Wisconsin limited liability company ("Grantee," whether one or more). 02/07/2012 3'52 PM
Grantor, for a valuable consideration, conveys to Grantee the following described EXEMPT*: NA
real estate, together with the rents, profits, fixtures and other appurtenant interests, R<EC FEE' 30,00
in St Croix County, State of Wisconsin ("Property"):
TRANS FEE: 71.40
Lot 22, Flat of Richmond Acres in the Town of Richmond, St. Croix County, PAGES., I
lac
Name and Return Address
St. Croix County Abstract & Title
219 S. Knowles Ave
New Richmond, WI 54017 129612
026-1294.22.000
Parcel Identification Number (PIN)
This is not homestead property.
Exception to warranties:
Municipal and zoning ordinances and agreements entered under them, recorded easements for the distribution of utility and
municipal services, recorded building and use restrictions and covenants, general taxes levied in the year of closing and
Dated this 3rd day of February, 2012.
Richmond-Acres LLC
f /,/0/
G
Bey 1lliams, Managing Member
All
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) ST OF MINNES TA T )
ss.
authenticated on COUNTY )
U
Personally came before me on this 3rd day of February, 2012,
TITLE: MEMBER STATE BAR OF WISCONSIN the above-named Richmond Acres LLC, a Wisconsin limited
(If not, liability company to me known to be the person(s)Q executed
authorized by Wis. Stat. § 706.06) the oregoing instrument d acknowledged the sam
THIS INSTRUMENT DRAFTED BY: f~.•
Robert L. Loberg low7led-ed. Pub , S to of Minnesota ) r f
Loberg Law Office alm/ r ff
Msion is permanent) (expires: L I~~)
(Signatures may be authenticated or B h are not necessary.)
*Type name below signatures
=JUDYANDREWS MS
, 2016
WARRANTY DEED FORM NO. 1-2003
Gr2.►o h~I
Wisconsin Department of Commerce I R TION RE ORT Page of
Division of Safety and Buildings ~G
in acc n f 'th omm ft 4Vis IAd~1n.~.bg&
Attach complete site plan on paper not less than 8 1/!s 11 I has in size. Plan u &N fY ty
t
include, but not limited to: vertical and horizontal reference nt (B I.D. y, 611b
percent slope, scale or dimensions, north arrow, and location nd distance to nearest Zro ~ 7
Please print all Information. Revi y Date /
Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.01(1) (m)). ` S / / GQ &
Property Owner ` Property Location
Y. e"\ Sy% L-\ Govt. Lot E 1/45 fN 1/4 S aS T30 N R) E ( W
Property Owner's Mailing Address Lot # Block # Subd. Name or &SM#
men,
City State zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
1, p-'1\) GY I'V .5-. p 1(7103)'Y Y/ - 88841 <..~,tM v, 13 9"A A oe.
New Construction use: D5 Residential / Number of bedrooms ~1 _ Code derived design flow rate _ 1 _ GPD
❑ Replacement ❑ Public or commercial - Describe: Sys-kM Q tf /'-s f - / L(,QQ-
Parent material 2 \ w C, s Flood Plain e!evation if applicable ft.
~`t.~ S e`f`t~• w
General comments =!5v
and recommendations: S ~f ~'e rC k,
Boring
a Boring # t
pit Ground surface elev. ft. Depth to limiting factor b D _ in. Soil lication 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
3/
y$-loo 7 51k!b -S r >r~ it I
Dry,
'~U~
a Boring # Boring r
Pit RrOZ surface elev. ft. Depth to limiting factor ~ a V In. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
o- I Dy 1 L.. a 5 f►~ Q - i. o
se.
Cv, 1.6
V~A
O
/14 2, 2
r, 1 : vt +
Effluent #1 = BOD 0 _ 22 mg/L and TSS >30 1150 mgll ' Effluent #2 = BOD 30 mg/L and TSS 5 30 mg/L
CST Name (Please Print Si nature CST Number
1-7
Address, ate Evaluation Conducted Telephone Number
37to ~aort~ ..t) ~IS_.~4g-3s8~
Property Owner Parcel ID # _ Page of
Boring # Boring
F31 Pit Ground surface elev. 1LI, a L ft. Depth to limiting factor t u in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 'Eff#2
-e; f$~V- 1 10 hip
`1.3 . a+ rG i ce' w 1 v P • Lo
54- ION el F-6 b I~ ih'j i,.v 1-7 .10
S aro 5Y
a»
-Y -7
® Boring # Boring
® Pit Ground surface elev. 6 0 •-7 a-f . 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 c~-~a u~ 3 L ai:':s6k M► o- a , b
11 -761 PEI/' L5 roF ~2 t,(-
10 --mAr ?W
Y Slcz~ 7SIA613 C;~j! ---1
r
54
Boring # ❑ Boring
F-1 ❑ 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/ff
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BODS > 30 a 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BOD6 < 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 608-266-3 15 1 or TTY 608-264-8777.
SBD•9))0 (R.6=)
Property Owner Parcel ID # Page of
Boring # ❑ Boring
F-31 1 pit Ground surface elev. b+f a ft. Depth to limiting factor t ` D in.
SoU lication 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
e; f5 b~t rVN-e~- 4A VV
t_ i t..s F , lv 1.
1 V-y qty
Lo
FT Boring # Boring I~
® pit Ground surface elev. d Q g Depth to limiting factor Q 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
t c~-►a 1aR3 L afs6k-, ai= L i,b
F-1 Boring # 11 ❑ Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil IicaUon 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
' Effluent #1 = BODO > 30 5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODO < 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.
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RICHUMDA08
(A COUNTY PLAT)
Located in part of the Southeast quarter of the southwest Ouarter, part of the Northeast Ouarter of the Southwest Ouerter, port of the
Northwest Ouarter of the Southeast Ouarter and port of the Southwest Ouorter of the Southeast Cuorter, oil in Section 28, Township JO
North, Range 16 West, !own of Richmond, St Croir County, Wiscons'h.
LEGEND. X T. Section Caner Monument of Record NOTES: SECS wt 111 R 8 w.
OF RONOND,
0 Found 1' Iran Pipe ST am Call A
0 Set 1-1/C X 18" Iron Reba ELEVATIONS ARE LEGS NAND 1988 BASED ON CPS OBSERVATIONS xamscrr
BEARINGS ARE REFERENCED TO THE SOUTH LINE OF THE JK
(weighing 4.707 lbs. per linear fooAll SOUTHEAST 1/4 OF SECTS 28, MICH IS ASSUMED TO BEAR
other lot comes marked with a I'XI8" iron cggyg}g~y, 14CTIR AVpipe wssl 1.13 Its. per linear foot.) THE PARCELS SHOWN ON THIS MAP ARE Still TO STATE, N W
Budding Setback Line COUNTY AND TOWNS IP LAWS, RULES AND REGnARCNS (I.E. (10Y from Right of wog or as noted) WETLANDZ MINIMUM LOT Alf, ACCESS TO PARCEL, ETC.). BEFORE _ m
PURCHASING OR DEVELOPING ANY PARCEL, CONTACT THE ST. n
- - - Proposed Driveway location rROX COUNTY ZONING OFFICE AND THE APPROPRIATE TOWN +
LB.O. Allowable Elevation of BOARD FCR ADVICE. 5 W 5 E la
Lowest Building Opening NO OWNER OR RESIDENT SHALL DO ANYGING WHICH WCOLD
INTERFERE AJ OR CHANGE THE OPERATION OF THE APPROVED
H.W.E. 100-Year High Water Elevation CONPREHENS'h WATER DAMAGE AND SGL M90N PLAN FOR ~n
THIS PLAT. THIS INCLUDES BUT IS NOT UNTIL) TO BUWDMC UPON, 1301H AVENUE I
OBSIRUC71% ALTERING, ALI NG, EXCAVATING OR PLANTING IN ANY
®.1 SenchnI - Top of Iron Reba or Poe DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES, WATER RUNWAYS,
WATER CIMERTS, BERMS OR GRASS SEEDINGS.
12' Utility Easement along roadways
R• Recorded as 81 ~ n 31
UNFLATifD LANDS East 0I Come of HEOL99ER'BOFFECB
( U - - - LANDS
West Ouarler Come of - - Section 28-30-18 (Found ST.CaOaro.ws~
Alknihm County UPI ~ ImhwhP.NW'
Section 28 18-10-iB Found ~ trr
AluminumCounty NomJmenQ East- Quarter 114 tine --N8956'03'E 5225,30-- DMI SIVU91AT GsE r (TO x R2Watf6 or'+ h*Uiw
West GsYxvr ,.rw ura'ACx¢vsar Or PC WANT 9758 o vwea or
N69'56'03'It 1418' I 'pe• rv
.ar~~+ 1J ~y I
2aaoo' Neoc' 177,00' v7.a' 177.01 52708' ( 41
N89'56'03"E usea6' o 1716.7, _.f0ro
195891' WeWW~G-~ oJm \I 9779 15 Y NB9'S6'03•E
'
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16 1
IAXX wa'FaaanlJ I 1 d~ u I
211 acres
~wN rnf 0 92,174 sq, it. I y I 1.80 acres a
: "AF IC 8.0. 9750 78,410 sq. ft. ~ o
0 00
I a P se956'1rw 5OAr ~q
~'m e u i i i 1m.ao' wl.or I.! ~ NBrw'arE uT.a' ~ o
20
a ,f 21 19
~E 65 acres 18 17 _ w
1.94 acres ; e m
23 Wdr N~ 22 86198 744 sccres 80,699 sq It, , a 14 ,
J . (t. V 84,451 sq. R 4 I
9 0 1.67o cres 82 acres !
241 acres 71,698 sq, ft. ' 19,767 so.. (t. a ^ _ 1,95 acres
24J acres' 104,860 sq. ft . m x.N a a 84,826 sq. It.
106,072 sq, ft. H N8J 50z2ih
C
1,80.964.0 u o"
,lisviNSmeWARr L. B, 0: 964.0 e ; 2 F l
ac-nE-s G GttAnur 'L
~ ,"lEllEFltt
13
GMOFPCAOID) ............L... tel
6~ ~4 era, ' ,M1 I 2.20 acres 8 w2ur
~i96b - I ° 'r 95,760 sq. ft. 0 sRn
963.1
"Iw r"~ oiM W j, "A z8fir - Vy I aoii+e
,apt J7.0Z- SP}B + - A - 5
y s s, n sIN' 3.'14 w 3aa.u'
p Se9'49'16'wI 21302' "C15" / },668 45 7 i rarF '2 ~ . - - 2 ~~~~y ~y0w,~w L ~p
- 60 3•C 7 j 'AgENIIilt
+ C)B N P E ° 'I 936'a3Y A5.92. it
1 /)71
9656 'n'aSr _1 _ _ Ni*, i )J~' G.12' x°
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i
o :
2,5 4 q
w ° z 9 ft.
o ......,.1 ..............................1........ w w 1 g.
W
f E oP• w x69'56'C3'E 477.99'
29 3200
0 ? W1 m
r E 26 1.68 acres u 177 ocrpa' 1 0
75,442 ft. a ,H 0
2 P 27 20 71,979 sq. ft. g u J d
e
I0 25 116 acres w 1.97 ones ° w 214 oaes w ; 8 u
24 1.15 acres 98,419 sq. It m 85,776 sq. It 93,746 sq. h. s9a15 . m
1.40 acres o 98,168 sq. It. $m £ f 119.14' silo w A
104,517 sq. ft 'd .u sev'bro
31 1, I LI 205 acres 10 a
E 961.6 89,268 sq. ft.
211 acres ; 7. 75 acres
92,151 sq. 2 ;I 76,769 sq. ft. a
9667 _ I l m
966.9 u I 1, sG;E N rrAATil•~da ZILE,
O
mw
961.6 ~96ao 1 I . 100 her
9645 4o y m. SB95Yx w - Im - ynr ```9r a a j sa9s w sl9.ar 4
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103 b1ir4N q2 at-aFSIC G3/fNr
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7~1 - JOB p W057SO48
- 1WS76' sa'w 471 A
_'y ' +se9' 1, w Prepared by
D~3 218 acres s 3B.m
a 8 u w 969.6 95,IJ7sq. ft. j ~`12rsB 20 72' .1 lasim2YEV°+ 9GaW,Mc
m = 4 4 Phone No, (715) 246-4719
A 35 N&~ ❑•w ^'I , j - - - Far No. (715) 246-3830
6. f ta41a' 3116e' ry ^n° H\ mil
39 38 37 36 4 P0. Bow 325
4 J14y' I 9 New Rchmord, W. 54017
Wl~i 33 y SHEET 1 Of 3
(SEE SHEET 2)
CROIX COUNTY
ZNNG
FAx MEMo
DATE: 2-1-7112-
To: Sk4,v
Code Administration FAx NUMBER:
715-386-4680
Land Information &
Planning FROM:
715-386-4674
FAx NUMBER: 715-386-4686
RealPropcrty
PHONE NUMBER:
715-38c)-4677
Re c vcling
713-386-4675 NUMBER OF PAGES, INCLUDING COVER SHEET:
RE:
..~~t~. `S 1':5 Sa. Jw i cal
G ~
e-A-sevwcJ- avj 4-L !5C) pne, r(,
Y16(4, (4
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aw
ST. CROIX COUNTY GOVERNMENT CENTER 7 1 5-386 4 6B61 AX
PZ@CO.SAINT-CROIX.WI.US 1101 CARMICHAEL ROAD, HUDSON, WI 54015 WW~.CO.SnirdTC?O':x W.
UN'LA TTED LANDS
' West Quarter Career of
Section 28-30-18 (Found
Aluminum County Monument)
East-West Quarter 114 Line
200.00' 200.00' 177.00'
N89'56'03E
1958.91 - -
19.46' 50' roS;;07f~
far pto/de Qmss
~5 3; 11 t1 21 Pmserwf/an
~N7911 1 H
DRAJNAG '~*s z
o o
°
EASES Nt 4 t d
l ? w
t co N t ~
CA J~
;L to
21
Ln
•
s8578.4XQ~ 1.98 acres
21 22 86,344 sq. ft.
2V
fill: . 2.41 ccres
• 2.43 acres g 104,860 sq. ft. c
106,032 sq. ft. ~y L. B. 0 964.0
80' RADIUS TEMPORARY L. B. Q.- 964.0 CUL-DE-SAC EASEMENT
(TO BE REMO'VE'D UPON
FXTENSION OF THE ROADS .
963.2
NOO*01 PE
21.00 "
03 W
-200.00' .9 . w 57TAg~,,,►- 6a•
S89'49'16"W1283.02' C15 318
24 ~'T7 .p3"E
968:8 3 4 g3~-
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WlkL7
of Commerce~ ALUATION REPORT Page of
Wisconsin Department o
Division of Safety and Buildings
indord with Comm 85, Wis. Adm. Code
County 5t C a I
Attach complete site plan on paper not less than 8 1/2 x 1 me
include, but not limited to: vertical and horizontal referenc point I NARD Parcel I.D.
percent slope, scale or dimensions, north arrow, and locat n and distance to nearesTroad.
Please print all informati6n. ( r viewe Date
Personal information you provide may be used for secondary pur1oses (Privacy Law, s. 15.Od919(m)). U v
Property Owner c tt ST. CRO )FM1W.9catio
S SagTJO N R 12 E(or
C~eral , M-11k ZONIN ~vF.4 1/41/4
Property Owner's Mailing Addre Lot # Block # Subd. Name or CSM#
I// too 90-"h e. N Lk) a s afi OF lc m C-
City State Zip Code Phone Number ❑ City K; ❑ Village ® Town Nearest Road
X 3 7 ~ 1~VC •
F1K R "J C-R PW 30 ( ) K; C N ma N
[B New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe: -
Parent material Q Fl-,' Plain e.evation if applicable ft.
General comments > e.-7 ) U t °i c -k-% S e
and recommendatic '
9A. (.4 " ~I} RR
0.1-3a')
Boring # to limiting factor in.
Soil Application Rate
b 'ructure Consistence Boundary Roots GPD/fF
Horizon Depth in. n / Sz. Sh. 'Eff#1 'Eff#2
1-1 - -7 , P~ ~6K, n, Y' Cu'-) 1 v!= 44
L- 3~-y - sK ct~~ - 4
q (0a -7 C1
ally •a1 !
❑ Boring # Boring
tP+ pi( Ground surface elev. a ft. Depth to limiting factor ~s in.
Soil Application Rate
Horizon Depth Dominant Color Redox De9cription Texture Structure Consistence Boundary Roots GPD1fF
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 Q -J 10 L a s la K rni;7 r a 4~ F ,
f
-1 -I, 4"IP - ' ` l 0'0
-ro Yl'` 5/ O- vet i
' Effluent #1 = BOD > 30 5 220 mg/L and TSS >30 i 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
T Name (Please P Signature CST Number
a.r-1C
a drr C;t 0 Date Evaluation Conducted Telephone Number
t 46'r '7-a9-d5 -7 IS -d V8 :33919
Property Owner Gera Ids Sm ,T h Parcel ID # Page _i;p_ of _
a Boring # ❑ Boring 98.1.0
P Pit Ground surface elev. _ft. Depth to limiting factor ~a o 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 'Eff#2
1 a- L)v2 Ala - vin P L r,2 3- Y aLJ
- ;i 75YIS L+/ 5 eF Sb ry-% Y cw 1
g-ia y i - - m L
T
F-1 Boring # ❑ Boring -
❑ 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
F-1 Boring # El 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 GPD/fP
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
' Effluent #1 = BODS > 30 1220 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
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HL15-22-2005 11:43 FROM: JEO OONSLLTING GnROUP 715-246-36'30 TO:2427839 P,001/001
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PRELIMINARY PLAT OF RICHMOND ACRES
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