HomeMy WebLinkAbout026-1304-01-000
Wisconsin Department ofCommeace PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
538877 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 026-1304-01-000
CST BM Elev: Insp. BM Elev: tBM Description: Section/Town/Range/Map No:
93. W C~~ 07.30.18.1590
.TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER til'S CAPACITY STATION BS HI FS ELEV.
Septic 2 Benchmark
Dosing Alt. BM
af-
Aeration Bldg. Sewer
Holding St/Ht Inlet
10.75 ~1•S~
TANK SETBACK INFORMATION St/Ht Outlet 7.0 y s
TANK TO APi WELL BLDG. Vent to Air Intake ROAD Dt Inlet `
Septic 7 ~J0 A Dt Bottom
Dosing Header/Man. '1
Aeration Dist. Pipe -7,Gr.~ Z
$O ?.Z4-.7-
7-3 4n • l (p
Holding Bot. System g,
S, 3 fy,
PUMP/SIPHON INFORMATION Final Grade Z, rl3•
Manufacturer Demand St Coveyy / 94 t
GPM fCt!
Model Ner
TDH Lift iction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width / Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS L -7 C Cy'`S6L) ' A
SETBACK SYSTEM TO P/L _ BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR rti t-,' /
Type Of System:
G 0 N,,Ic•~ F-d O,tic 76 Aj~ UNIT Model Number: LL
Qv•~~2
DISTRIBUTION SYSTEM Lip,.S I ~ /-1 to 3 z
Header/Manifolg Distribution x Hole Size x Hole Spacing Vent to Air .1
Intake Length Dia Pipe(s)
Length Dia ` Spacing \ T7
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of \ r Seeded/Sodded xx Mu hed
Bed/Trench Center 5. 5 Bed/Trench Edges Topsoil XYes No Yes [g No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: / /
Location: 1604 92nd Street NV ichmond, WI 54017 (SW 1/4 SW 1/4 7 T30N R18W) Hayden's Rolling Acres Lot 1 Parcel No: 07.30.18.1590
1.) Alt BM Description = I ~~cti, L-ac, z 5 b v-~_
2.) Bldg sewer length = 22-
- amount of cover = I o n /a" lea. WA ~ I AG (t.A'! /,1 3e 5 A04- isl-j
_
I
Plan revision Required? Yes No ~ kI ~3
Use other side for additional information. =1-7 _
SBD-6710 (R.3/97) Date Insep or's Sig ure Cert. No.
11: 5 ~10
i~v Safety and Buildings Division County /J~ , l
gpm
201 W. Washington Ave., P.O. Box 7162 (
O~, n~` ~'~Madison, WT 57-~ sanitary Permit Number (to ie filled in by Co.)
oI a ,J ► D
San' I Application State Transaction Number
in w cordance with s. Co 83.2 1Cv1 m. Code, submission of this form to the appropriate governmental _
unit is required prior to o itary permit. Note: Application forms for state-owned POWYS are Project Address (if different ' han mailing address)
submitted to the Deparlm ommerce. Personal information you provide may be used for secondary
purposes in accordance with the Privac Law, s. 15.04(1 (m , Stats. •TlrZ tJ
1. Application Information - Please Print All Informati _
Property Owner's Name LXJ3/ Parcel #
Property owner's Mailing Ad s Property Location / r 1~►
~t~/rl 11 Govt. Lot
City, State Zip Code Phone Number Se:tion_
~ (circle o
TU_ N, E
H. Type of Building (check all that apply)
or 2 Family Dwelling - Number of Bedrooms Subdivisi ri Name
dk 4-A- Block #
OE rl
❑ Public/Commercial - Describe Use - ❑ City
CSM Number ❑ Village of
❑ State Owned - Describe Use
of
Z l t & '
III. Type of Permit: (Check only one ox an line A. Complete line B if applicable) _
A. New System El Replacement System El Treatment/Holding Tank Replacement Only 11 Other Modification to Lxis+ing System (explain)
List Previous Permit Number i nd Date Issued
B. [I Permit Renewal 11 Permit Revision 11 Change of Plumber ❑ Permit Transfer to New
Before Expiration Owner
IV of POWYS S stem/Com nent/Device: Check all that a 1 _ --~°t°~~'
on-Pressurized In-Ground ❑ Pressurized 1n-Ground ❑ At-Grade ❑ Mound 24 in. of suitab{e soil ❑ Momtd < 24 in. of suitable soi!
❑ Bolding Yard: U Other Dispersal Component (explain) ❑ Pretreattnent Device (explain) _ _
V. Dis ersal/Tre tment Area Inform ion: ~ '
Dest plow (gp Design Soil Appli tion Rate(gpdsf) Disp al Area Required (s Dis = Area Pr posed (s ys~m~ ]e on
VI. Tank Info Capacity in Total # of Manufacturer
S
Gallons Gallons Units a
c
New'fauks Existing Tunics A ~ ~ ~ ~ ~ ~ ran w ~ a
t
Septic or Holding Tank -
5M..g Chamber
VII. Responsibility Statement- h the undersigned, assu responsibility for installation or the POWTS shown on the attached plans.
Plum is Name (Print) Plumb Iguature MP/MFRS Number Business Phone Number
Plumber's Address (Street, City, State, Zip Code
j,).- v2~ ! -
V . Conn /Department Use Only
Permit-F~Jee Date ssu Issuing t Signature
Approved t a'1 f /
❑ O Even Reason o nial $ / •
DL Condit"Olmmwessons for Disapproval 1D
1. `taeptic tank, effluent filter and ~w 1 a~4~.-1 RJrt o 7b[~ t
dispersal cell must all be se es 1 maintained AA-4I
as per management plan provided by plumber.
2.:Allse(back regt#ements must be maintained
as blo code / OOMWM.
Agach to complete plans for the system and submit to the County only on paper not less than 8 11Z x 11 iaches in sirx
SBD-6398 (R. 02/09)
PLOT PLAN
PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SW 1/4s 7 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 10/31/11 BEDROOM 3
CONVENTIONAL XXX 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 660 # of chambers 32
BENCHMARK V.R.P. Top of 2' pvc pipe ASSUME ELEVATION 100° Filter "9M Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 92.0/91.0 4' below qrade
West Lot Line Well is to meet all
setbacks required by
WDNR
Plans Designed Using Vent
Conventional Powts
Manual Version 2.0 >6„ Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
10.2ft^2/pair of end caps
4, Long 12„
Grade at System Elevation
34"
Pro 3
bedroom
house
New Town Road
2-3' X 66' cells with >3' 20'
spacing
ST
B. M.* B-3
10' B-2
A1t.B.M.
AL A
Vents
171'
B-1
10% slope
169'
136'
159'
57' 189,4, 44'.J. 52' 0' 160th Ave
Cover Page
Shaun Bird
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715-246-4516
Date: 10/26/11
Owner:Oevering Homes
Location: SW1/4 SW1/4 S7 T30 N,R18W Lot Hayden's Rolling Acres Richmond
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 C 'ngency Plan
6. Filter Specifications t
Signature
License nu a #226900
i
PLOT PLAN
PROJECT Oeverina Homes LLC ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SW 1/4 SW 1/4S 7 /T 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 10/31/11 BEDROOM 3
CONVENTIONAL XXX 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 660 # of chambers 32
BENCHMARK V.R.P. Top of 2' pvc pipe ASSUME ELEVATION 100' Filter tM Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
SYSTEM ELEVATION 92.0/91.0 4' below qrade
West Lot Line Well is to meet all
setbacks required by
WDNR
Plans Designed Using Vent
Conventional Powts
Manual Version 2.0 >6„ Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
10.2ft^2/pair of end caps
Long 12"
Grade at System Elevation
34"
Pro 3
bedroom
house
New Town Road
2-3' X 66' cells with >3' 20'
spacing
ST
B.M.* B-3 10'
B-2 AIt.B.M.
Vents
171'
B-1
10% slope
169'
136'
159'
57' 18' 44' 52' 160th 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 96.0'
Vent ACI Grade Vent
3' 4" 3'
X30/34 Septic Tank
5' Long 117 5' S' Long 1
36" 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_92.0
B 91.0
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.
8. Di into system is not exceed those required as per Comm. 83
on ingenc Plan
Option #1. If stem fails, determine cause of failure, use alternate area and install new
s stied replacement area.
s
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.
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ST. CROIX COUNTY
SBFnC TANK MAD't'BNANCE A~VT
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyter V~ z. Lc
r1l 0 cGn .
Mailing Addt+m
14
Address
Proper
(yamsegnic dfi=Plug & Zoning De t ins v ~n~on.)
civ/ShbeFated Id~ttfioaztou Nmbw Oct 6
DES iCTtII"'t`ItaN
Proparty Loamions- ~ 'Sr< , S"d V" Sec. - 7 , T ~J NR W, TO- of
sri r r Lot #
Subdfi
Volume par #
Cwffled Su rvey Map # ~j'- c~
Warnyanty D eed # / Volume - - Pw #
bathe ® , Lot lime idmditbbC no
$y ` MMAMM AM COMMA=
Shcare fo brmttdie waaies. P
bVro per ase seed umdoamnmce of yoar eetpdc sysaarm oodd remttt in ft ymummmm1w
vmwm
mainotmmama a Mae of pmx *x alt the npt3a tank 0Vw em y"= or soaetee; Muse" by a Hoemesed Vag you >?w &W
O•viex mttinettaumee
the s~ntbm can meat tba Amer= of the M& tank as s tteatimw gap in the waft disPOW ""m
t~espamtmsibilidea are speaiSsd in #C.e nM 83.32(1) and in ChmpW 12 - St Qmfu Cmn%Y SeulsY Omdiaeaee.
The p qty awnw mgmas to about to St. C MW C OVoty Phtonn g 8c Zoaing DMa tnaot a oasd n foams, signed by the
oahtaanst by m ~ masfemt P~~ 3a>~+~ P► retzicfed P or a licamned ptmopat• vstl{yhlg list (1) the oa-dfm
wasfmrwafetr die poaal sydtemtm is inm pr opatt operadttg cam amd/ar (2) agar bgmdon and ptmoI If g (if ineftelA tit's eop is tank is
less Amm 1/3 8 mil of dudge:
yw e, live: nada 4posd hw a read ds m above see' j itammmts and aree'fo mninttaia the pd9 sWWW diRm)"l BY with the
so- mds sec f wtb, beaeD= as set by** Departnum o f Comomssoe and *8 Deparlmmt ofNate:al Resoea+oes► Slaw of'W#soomsin.
C.ertdicau m< s toting fist your optic ays = boa been maintmined mw be compleftd and regaaed to So St Croft cbenty Plamimg a
?omkmg Doper nmot widdn 3o days of the tltmee yaw emm ot3 daft
y we mtlfy that ail amftmena an finis fdson an tine to the best of m4y/ate knowWP. D" aw(Ke &a own09(s) Of dte
propaaty dam Died above, by virtue of a wam my deed reowded is Regisfas of heeds Offfcr-
Number of bedroomDa
GNA OF A"UCANT(S) DATE
***Any hAbr nation tint k mdsrel>areeeomed may reWh to the sanitary peanait being revolmd, by fin Plamtimig dr Zoula Deperttnettt
hmindie with t ho MWH=dm a =eeaaded vwn wo deed $am tlm RRegixW of Dosds OfSoa and a copy of ft caged sm Vey map if
rdenme in m ade in the wa nnty dead.
mml- os"
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4 w ~ 2.05 acres
La rrj 89,404 sq. ft.
9a5
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S86
'26'25-E N 441.43'
2. ?3 acres
N
92,950 sq, ft. •
. ers r.,•,... s...•....
c~ NOO'1O'53ME -SOO'1O'S3~ w
w 44,03' v 42,50
Q j
401,68'
0
S89'05'52"1N 1027.21' _
S89°05'52"w 2599.77'
i
I I I I I I I I I I I I I I I I I I I I I I N I
I
8040821
Tx:4029531
STATE BAR OF WISCONSIN FORM 1 - 2000 944462 1
BETH PABST
WARRANTY DEED
Document Number REGISTER OF DEEDS
ST. CROIX CO., WI
THIS DEED, made between David J. Kieckhoefer and Pamela A. 10/31/2011 4.48 PM i
Kieckhoefer, husband and wife,, Grantor, and Oevering Homes, LLC, a EXEMPT#• NA
Wisconsin limited liability company, Grantee. REC FEE; 30.00
Grantor, for a valuable consideration, conveys to Grantee the following TRANS FEE: 44.70
described real estate in St. Croix County, State of Wisconsin (the PAGES: 1
'Property"): -
1
Lot 1, Hayden's Rolling Acres in the Town of Richmond, St. Croix
County, Wisconsin.
Recording Area
1
Name and Return Address:
St. Croix County Abstract & Title Co., Inc. E
219 S. Knowles Ave x
New Richmond, W154017 SFA8642 ^
c
Together with all appurtenant rights, title and interests. 026-1304-01-000
f
Parcel Identification Number (PIN) t
This is not homestead property. t
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except
easements, covenants, and conditions of record.
i
S
Dated this day of October, 2011.:
t
V 616,,j.
* David J. Kieckhoefer * Pamela A. Kieckhoefer ,
I
i * * '1
AUTHENTICATION ACKNOWLEDGMENT t
Signature(s) STATE OF WISCONSIN )
COUNTY ST. CROIX ) ss.
authenticated this Personally came before me this):? day of October, 2011
the above named David J. Kieckhoefer and Pamela A. t:
* Kieckhoefer, husband and wife to me known to be the
person who executed the foregoing instrument and
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not, ackn wlt3dged the same.
authorized by § 706.06, Wis. Stats.)
i THIS INSTRUMENT WAS DRAFTED BY * ftYLI,c-e Lb L'I
Notary Public, S to of Wisconsin
Robert L. Loberg My commission is permanent. If not, state eM41VTa ka o-':,
Loberg Law Office ahn/
i (Signatures may be authenticated or acknowledged. Both are not necessary.) P
j *Names of persons signing in any capacity must be typed or printed below their signature U (3 .
1 of 1 WARRANTY DE%,~e STATE BAR OF WISCONSIN FORM No. 1-2w
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1357
? RT Page 1 of 3
Wisconsin Department of Commerce
Division of Safety and Buildings in accordance h Corhr~lf$$, Wis. Adm. Code Tom Schmitt
Attach complete site plan on paper not less than 8% x 11 inche$ in size. ,~I$p m% tj Z County
include, but not limited to: vertical and horizontal reference poir(BM) d a St. Croix
percent slope, scale or dimemsions, north arrow, and location and distance to neov!t@~ arcel I. D. Please print all information. °~jN1NGOFFI 7
Reviewed By Date
Personal information you provide may be used for secondary purposes (Iraew, .04 (1) (m)).
Property Owner Property Location
Grand Properties, LP Govt. Lot SW 19 S 1/4 7 T 30 N R 18 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
712 Rivard Streeet, Suite 300 1 Hayden's Rolling Acres
City State Zip Code Phone Number _j City J Village .0 Town Nearest Road
Somerset WI 54025 715-247-5900 Richmond 160Th Ave.
New Construction lase: 01 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Area is suitable for a Conventional system with a 0.7 gpd/sq ft rating. Possible system elevation for Area 1 is
high trench 93.2', low trench 92.(Y. Slope is 10%
Boring # Boring
Pit Ground Surface elev. 93.66 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftI
'Eff#1 'Eff#2
1 0-9 1Oyr3/3 none sl 2msbk mfr as 2vf .6 1.0
2 9-21 1Oyr4/4 none grsl 2msbk mfr gw .6 1.0
3 21-44 1Oyr4/6 none s Osg ml 9w .7 1.6
4 44-96 1Oyr6/4 none s Osg m( .7 1.6
` it
ju, r
3
a Boring # _j Boring
II Pit Ground Surface elev. 95.71 ft. Depth to limiting factor 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
'Eff#1 'Eff#2
1 0-9 10yt3/3 none sl 2msbk mfr as 2vf .6 1.0
2 9-14 1 Oyr4/6 none grsl 1 csbk mfr 9w - .7 1.6
3 14-25 1Oyr5/6 none s Osg ml cs - .7 1.6
4 25-33 1Oyr5/4 none vgrs Osg ml cs .7 1.6
5 33-98 1Oyr6/4 none s Osg ml .7 1.6
' 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
Thomas J. Schmitt . 227429
Address Tom Schmitt Date Evaluation Conducted Telephone Number
1595 72nd St., New Richmond, WI 54017 6/22/05 715-247-2941
Property Owner Grand Properties, LP Parcel ID # Page 2 of 3
3 ] Boring # J Boring
Pit Ground Surface elev. 97.46 ft. Depth to limiting factor 100+ in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0-9 10yr3/3 none I 2msbk mvf as 2vf .6 .8
2 9-17 10yr4/3 none grsl 2msbk mfr 9W .6 1.0
3 17-32 7.5yr4/6 none grs Osg ml cs .7 1.6
4 32-100 10yr5/6 none s Osg ml - .7 1.6
2 ~
c6-
~z ~
F-I Boring # _j 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 *Eff#1 *Eff#2
❑ Boring # Boring
_j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
* Effluent #1 = BOD ? 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.
I Page3 of 3
` Conducted by: Conducted For: Ref. No. I-7r7
Schmitt Soil Testing Inc. Name: Grand Properties, LP.
Thomas J. Schmitt, CST 227429 Address: 712 Rivard St. Suite200
1595 72nd St. City, State, Zip: Somerset, WI. 54025
New Richmond, WI. 54017
Phone: 715-247- 9 1 Subd.Name: Hayden's Rolling Acres
Lot No..
Legal Description: 544 1/474d1/4 S7 T30N R1 8W
® Backhoe Pit Township of Richmond, St. Croix County
A Bench Mark El. 100.00' Top of o?'~ /!/C 110/' -
A Alternate Bench Mark EL 97 y/ Top of o?'`A1c. ~~GS
Slope= Contour Line El. 104
Contour Line Length Al;
Scale 1" = 40'
1
/6g
This soil report was done to fulfill a zoning requirement. The road and permanent lot markers were not in at the
time the test was conducted. The area in which the test was done may or may not be suitable for your use.
~ , 4 r
HA YDEN' S ROLLING ACRES
(A COUNTY PLAT)
Located in part of the Southwest 114 of the Southwest 114, and port of the Southeast 114 of the Southwest
114 of Section 7, Township JO North, Range !8 West, Town of Ricnmond, St Croix County, Wisconsin.
Wn.9f 114 Cnrnor \ \
re-d
(F vn Iron Pipa) \ \
\ \ \ 80' TEMPORARY CUL-OE-SAC
/ I u UNPLATTED LANDS \ \ ` EASEMENT (TO BE REMOWO
_ _ 1 UPON EXTENSION OF ]NE ROAD)
987.3
Nu North Line o/ the SW/SW -1-N\
raw -9387 ~__..9976 - _ 9JT. _eYt33~R~. I 1 ~iar~a✓z _ - N Bd43'72.. F.. 1676.7.$
3BB,e3 Sxee!'
( 1ne.p6' x31.01' wws \ 933.8 965.1
°si>s / 1sBt ~ P 12
g wro 04 ` l y 1VE,,G9/1g 0 't, 1.5 102-11 I I 2 6 acres N
C ~'Pat(\ 930.0
r9 7.5 acre 114,238 sq. ft.
1..5 noes „ s 2>' / I4..W s~4 r 65 L,B.JOO J sq. ft. p
x 65,59! sq. It. n L.80.= 930.0 tlagoV E p iw
~N'St4 II~~/
F1
65,456 sq. ft.33 SX4 x e , 'ret • - 74.6
'I o S3 p a I EW,
r O ry NBB']7'SB'E J6x Dy' H n I
lO I _ R.... I rb 1.5. acres R I
/-80' TEMPORARY CUL-DE-SAC q~ L B O.- 9(7(1C- M NBB'31'x8'E 555.33'
£ASEMENI (TO BE REMOWD t4
ROAD 55,576 sq. ft 1.5acres $ (y I \
UPON EX/ENSION OE 7HE
_xr
n
li ' '1'>') f• SB]'15'J!'E 1_18' B 8- 67020/59. It. Ip 14)
{ 616.31 I
162NDA rs- Sf"ur i J 2.94cre,
Nm'l5'35-W all TY s667 ➢ 126,5 sq• ft. {C
u L
\ / - -.23..,8'- - - " °j°~
cy. 1ss.Ai 1 - 967.4 1~
\ I ~ la
p I I g~ >/6 •W 125}5~ W . I Y
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5 15 2 12
- 1.5 acres 1.5 0
I' 66,569 sq. It. ; 4 yn. I 2.J acres A ° IO
° 65, 72) sq. ft. r 7 7 acres \ i 6p a $ b
m' a „ LB.O.= 945.5 w' jJ s2:2 boas\ \ ^ 101,539 sq. ft. A
w 72,920 sq, ft. a LB.O.= 9435 Y\ 6 j \ F
U ties 96,41) sq. ft. P' ^964.
i' .957. (956.9 957 9570 9531 H U \ T. \ w
B111WE = 111.4x' N
r' x1 .oa' 10.05' xt G.n4' 9463' \ \W' If
425.!2' n W
~ / $89'05'52°W 630.12' \ sesroTa3'E wuwW3• w I ~
ex s \
T
LOT 2 LO 3 LOT 4 1B
CERTIFIED SURVEY MAP 2J acres
7-'-'-------- 3 # II v I 701,124 sq. ft X
0L 15 PG 4145 2J Gores
9435
-I 99,J62 sq ft.
f I 968.1 k) -
seIt'trE 961.8
f 151,15'
1911.61' _ 2.2 i,N, o3 2.1 acres nl R sa l 195,51~ s
q. ft, ti
w - 9,404 sq. ft, a7 l I
iy w BT 979.3 / ,W
/ A 68YJey9 E 9647
- R'I N 588.26'25'E /
R1 141.43' - N 50e4f'
R
2.1 acres ` ` 2.7 Gores
92950 sq. /t l• / 118,996.s q. ft . e
I< „ 1
I~ i i i 7~o I ~ ;•I ~tm s
~ I iLrl ~ _ _ _ - _ _ - w ° R ervroe• E raze dJ _ _ _ _ _ _ \ 1
BA - - _-4LN 1042.424'-'E-
160
-77YAVENUE- S89,0.5-5 ")y 1027_21'
Ng9'OS'S2°E 530.11'_ South 114 Carer '
\ Section 7-JO-18
South Line of the SWISW S 9'05'52"W 2699.77' NORTHERLY LIMITS OF 60' WOE (Fwd Aluminum
SnvN west EASEMENT TO OAIRn AND POWER County Monument)
COOPERA TIW IN OOC,f597991
sadmn 7-JO-78 UNP LA TTED LANDS WL 1404 PG287
(raundAl-1-
county Monument) 6 UNPL A TIED LANDS
CURVE TABLE
VICINITY MAP LEGEND: CURVE RADIUS DELTA ARC CHOR➢ CHORD BEARING TANGENT BEARINGS
CI 233.00 154' 46' 70.27' 70.00' SOB'49'17'W N00'10'53'E N17.27.41'E
SF(-. 7, T. 30 N., it.1. C2 167.00 36' 106.71' 104.90' NOO.50'37'W N17.27'41'E N19.08'55'W
TOWN OF RICFIMOND, ST. CROIX8CWOUNTY, W1 4;6 Section Comer Monument of Record C3 233.00 47' 152.42' 149.71' S85.11'39.5'E S76.03'57'V N66'27'16'W
NOT TO SCALE o found 1" Iron Pipe C4 . 167,00 '19' 60.64' 60.31' N76'51'25.5'W N66'27'16'W N87'I5'35'W
Set 1-I /4• x 18" Iron fte6ar CS 233.00 '19' 84.61' 84.14' N76.51'25.5'W S87•I5'35'E S66'27.16'E
(weighing 4.303 lbs. per linear loot) LOT 10 233.00 21' 81.76' 81.34' N77'12'24.5-W S87.15'35RE S67.09'14'E
LOT 11 233.00 6' 2.84' 2.84' N66'48'15'W S67.09'14'E S66.27'16'E
Building Setback Line C6 167.00 47' 109.24' 107.30' S85'I1'39.5'E S66.27'16'E N76'03'S7'E
(1 DO' Right of way or as ofetlJ C] 233.00 4' 61' 6159' S01'IB'1l'W NOS•47'31'W N09.23'S3'E
Approximate Driveway Location CB 167.00 5' 22.08' 22.07' N05'36'35.5'E N09'23'S3'E N01'49'lB'E C9 233.00 17' 34.38' 34.35' N0510'14.5'E N00'56'36'E
509.23'53'W
IIfAI Denotes Drainage Easement U- C10 167.00 28'32'48' 83,21' 823
.5 504.52'31'E 509.23'53'W S19'08'55'E
N W N E Denotes Existing Fenceline C11 233.00 36.3636' 148.88' 146.36' NOO.50.37'W S19.08'55'E S17.27'41'W
L.B.O. Minimum Elevation of Lowest Building Opening C12 167.00 17'16.48' 50.37' 50.18' SOB'49'17'W S17.27'41'W S00.10'53'W
I' - 'I- - H.W.E. 100-Year High Water Elewtion
Denotes Drainage Easements
854.2 Benchmark - Tap o1 Iran Raba, or Pipe NOTES:
SE IAtlI
zx 12' Utility Easement along roadways ELEVATIONS ARE USGS NAOD 1908 BASED ON CPS OBSERVATIONS.
160TII AVENUE I BEARINGS ARE REFERENCED TO THE NORTH/SOUTH 1/4 UNE
ALL OTHER LOT CORNERS MARKED WITH A 1" OF SECTION 34, WHICH IS ASSUMED TO BEAR S89'37'14'W.
x 18" IRON PIPE (WEIGHING 1.13 LIS. PER THE PARCELS SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND
BEARINGS ARE 11111111411D TO THE WEST LING OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. TOWNSHIP LAWS, RULES AND REGULATIONS (I.E. WETLANDS. MINIMUM LOT SIZE, JOB W10576D44A
nor. SW 114 OF SECTION 7, 730N, R18W, WHICH IS Prep.,.d by.
ACCESS TO PARCEL. ETC.). BEFORE PURCHASING OR DEVELOPING ANY PARCEL.
A:3SUA1FU TO DEAR NUO'10'53"C. CGNI'ACT THF. ST. CR- C00- 70NtNG OFFICE AND THE APPROPRIATE TONH
BOARD FOR ADVICE "..""g -P,
Inc.
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
538877 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 026-1304-01-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
07.30.18.1590
.TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer
Holding St/Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosing Header/Man.
Aeration Dist. Pipe
Holding Bot. System
Final Grade
PUMP/SIPHON INFORMATION
Manufacturer Demand St Cover
GPM
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System: UNIT Model Number:
DISTRIBUTION SYSTEM
Header/Manifold Distribution x Hole Size 77 pacing Vent to Air Intake
Pipe(s)
Length Dia Length Dia Spacing 1 ::1
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
Bedfrrench Center Bed/Trench Edges Topsoil Yes 2 No Yes a No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 1604 92nd Street New Richmond, WI 54017 (SW 1/4 SW 1/4 7 T30N R1 8W) Hayden's Rolling Acres Lot 1 Parcel No: 07.30.18.1590
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
Plan revision Required? ❑S Yes No
Use other side for additional information.
Date Insepctor's Signature Cert. No.
SBD-6710 (R.3/97)