HomeMy WebLinkAbout038-1242-13-000 (2)Wisconsin Department of Commerce
Safety and Building Division
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law. s 15 04 (1)(m)I
Oevering Homes TOWN OF STAR PRAIRIE
CST BM Elev linsa esrElev/ IRM
TANK INFORMATION
TYPE
MANUFACT R G
J
CAPACITY
Septic
J
Dosing
Aeration
TANK SETBACK INFORMATION I /7-N/ L G 'r rk .-nr
TANK TO
P/L
WELL
BLDG.
Vent to AN Intake
ROAD
Septic
7�57
l QI
D
Dosing
Aeration
Holding
PUMPISIPHON INFORMATION
anufacturer Demand
GPM
otlel Nu er
TDH Li Fri lion L s Sy tem ad TDH Ft
orce ain Length Dia. Dist to 'Nell
sUIL Ati50KPTION SYSTEM
BED/TRENCH Width Le gt
DIMENSIONS J! /
e
INFORMATION
5' 15-0 1 N I
DISTRIBUTION SYSTEM ..
DATA
I AMA
� AMIRE
n�STEVAN
�,A.N
�W�
Header/Man
M-
; i
ri
CHAMBER OR
UNIT
Header/i dild 11
Cb7
Distribution
Pope(s)
x Ho
x Hole Spacin
Ah Intake
Length Dla
Length Dra Spacing
Depth Over r
Bed/Trench Centdrr
Depth Over
Bed/Trench Edges
xx De cf
Topsoil
xx eade Sodde
ulche
Yes No
Yes No
G0MMENT5: (include code discrepencies. persons present. etc )
Location: 1821 BOTH ST
1.) Alt BM Description =k-mer colt f
2.) Bldg sewer length = 0,
- amount of cover = -7 I 4,
Plan revision Required? Yes
Use other side for additional inform ion.
Date
SBD-6710 (R ]l97)
L11 4A� � r
Inspection #1. Inspection #2
r I vv GU{� 6t(&f-a C C i 4
vjt f � h�
40 V,�, ,,fft 4,gnat.r,
I ep Cert Nc
v
sGlf i `WRLo ► b r'Vl
�
r,-.rz(r---zi9WEDD
sA►v-�e as - �, �/
a
`,c
Industry Services Division
Yards Way
County c�
y.,
'. 3 SEP 21 202Z
4822 Madison
Madison, WI 53705
Sanitary Permit Number (to be filled in by Co.)
rb F;_g I
County
P.O. Box 62
Madis 1V15
/ `
(� 1'%5 Llz7
C�t. Croix
SDm`"�ni ' ary ermit Applicatio
State Transaction Numb r
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate govemmeni [it
Project Address (if diffe-ent Then mailing address)
is required prior to obtaining a sanitary permit. Note: Application forma for state-owned POWTS are submiltt N
the Department of safety and Professional Services. Personal information you provide may be used for sewn ary
purposes in accordance with the Privec Law, s. 15.04(I)(m , Sleta.
L.A Ecalon•.IIsforinalion-PleasePrhttAlFlnforulatlon
Property Owner's Name
Parcel a
het? �A
Property Owner's Mailing Address
Pro y lion
► S.t3� $
3 .�
Geo�'
/V ,•• ' Section /
City, Stele
Zip Code
I
Phone Number
'^�1Cn1��+' /'1 ,
5 Co I
T N R F.r w
Id. Ty.penf Building (checla all".that apply) -
Lot N
Subdivision N o
�Pamtly Dwelling- Number of Bedrooms
777777```""'''"''
OBlock
- Describe Use
71Pnblic/Commercial
p
�y
❑City o f
❑Slate Owned - Describe Use
illage of
CSM Number
Zrown
of �) /
111. Type. oPPOWTS'•Permit: (Check elther."New"' or'tiReplecetrlent" and other appUEable.on'Ilne X, Checkon'e box,0'4iIne.,& Complete line C If
e licab1 r
A.
ew System
Replacement System
DOthar Modification to Existing System (explain)
❑Additional Pretreatment Unit (explain)
B'
❑Holdin Tenk
Ground
t-(iradc ound
❑ Individual Site Desigo
pe (explain)
Other Type
oral
�tGY
C.
Renewal Before
Expiration
[]Revision
a n e of Plumber ❑1 ranaRr to New Owner
` x
List Previous Permit Number and Date Issued
S
Iv.
Dls ersieVTreat ( Armand Tank Infilipthatlow,
Design Flow (gpd)
Design Soil Applica 'on te(gpd/so
Dispersal Area equired(srkzDispersal
Area Prop sf)
Systen E107110
y
�
o,, r
Tank Inforinetion
Capacity in
Gallons
Total
Gallons
N of
Units
Manufacturef
,,� a
yyF�yy
c
New Tanks
Existing Tanks
/ �'"�
o
y
U
in
Septic or Holding Tale
Dosing Clamber
ILJ
V. ResponslbIH:Sthtemeij- 8c the slnlaersigned;oft eipontlbhlty'fordnstalletloq orfhe,PQWTS �hbwn on the apached plans)a -
mber's Name (Print)
I Pluqwrs Sigmuhtro
MP/MPRS Number
Business Phone NWIter
PPII'mber's Address (Street, City, Ste ,Zip Code)
, 1l Count /Dn artment Use Only-
Approved
O Disapproved
Permit Fee
a52:goo
Date Psued
%Z8Z
Issuing Ag ignature
O Owner Given Reason for Denisl
Conditions of Approval/Reasons for Disapproval 3 (L s,
T
., STEM OWNER: /-
1. Septic tank, effluent filter and l-} Pl 6 r f~~.�, — � . s yK jit? `YAp 14,1 7'-PrtC( Yli�
dispersal cell must bbserviced/maintained i�
as per management plan provided by plumber. I V 1 Axiil-Aq) t1
2. An sHback acquirements must be maintained as per appnCab'e (side/OrAIMfIC14 �yx 1iY�G(
e x^
/%
Atisch to complete plea for the system old submit to the County only on piper n 1 left the 111 x I I Inches In size
SBD-6398 (R. 03121)
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernonhous Ave Suite A New Richmond Wi 54017
N 1/ 2 SE 1/ 4 S 31 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST. CROIX
SYSTEM ELEVATION 90.5/89.5 5' below grade 9/25122 BEDROOM 3
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL •H.R.P. same as benchmark
Scale = 1 /4" = 10'
Pro 3 Bedroom
ouse
25'
I� B.M.' <
P&I
Vents _
_ _ . 93.5'
B 3 116% Slope
91.5'
2-3' X 66' cells with >3' spacing
Vent `� ®10
90th St. 25' >6 . Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
4' Long 12 6.6ft^2/pair of end caps
Grade at System Elevation
34"
85th St
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 09/25/22
Owner:Oevering Homes
Location N1/2 SE1/4 S 31 T31 N,R 18W 1821 90th St. Star Prairie
Used: In -ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintance and tigency Plan
7. Filter Cross Se i
Signature
License n)frker #226900
System PLOT PLAN
PROJECT Oeverina Homes ADDRESS 1433 Cernonhous Ave Suite A New Richmond Wi 54017
N 1/2 SE 1/4s 31 /T 31 N/R 18 W TOWN Star Prairie COUNTY ST.CROIX
SYSTEM ELEVATION 90.5/89.5 5' below grade DATE 9/25/22 BEDROOM 3
CONVENTIONAL X00( CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 $ of chambers 32
BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL .11.R.P. same as benchmark
Scale = 1 /4" = 10'
Pro 3 Bedroom
House
25'
B.M.'
S'[
25'
25' B 2 90' 0-1
95.5'
Vents
30'
45' B_3 16% Slope
2-3' X 66' cells with >3' spacing
93.5'
91.5'
Vent
90th St. 25' >6» Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
-1' Long
12" 6.6f,"2/pair of end caps
34" Grade at System Elevation
85th St
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
6.6ft^2 pair of end plates
Typical Installation
Vent AC-1 Grade
4"
_,A�30/34 Septic Tank
5' Longi t 5'
Grade at System Elevation
Spacing 5'
To be >1' above grade
Finish grade elevation
95.5'
Vent
5' Lone t
at System Elevation
2-3' X 66' Cells
Same on other end Observation tubeNent
At end of cell
A
16 chambers per cell B
System elevations:
A 90.5
ST CKo IJIVTY. SANITARY SYSTEM File O
!� i.+'r•nrrsrrc fficee
Use Only
OWNERSHIP/ADDRESS FORM Created212021
Community Development Department will utilize this information to provide the property owner with
information regarding operation and maintenance of your new or replacement sanitary system! This
information will be provided as part of our ongoing efforts to protect public health, your well, groundwater,
surface water, property values, and county resources. Once approved, this completed form and educational
information will be sent to you by email. If you would like to view your issued sanitary permit online, you can
do so by using the Property Files Scanned weblink.
Owner/Buyer UC,,?tf
Mailing Address
City/State/Zip
Phone Number (required) %
Email Address (required)
Parcel Identification Number
(found on the property tax bill)
OWNER/BUYER INFORMATION
NEW SYSTEM: LEGAL DESCRIPTION
Property LocatiorY" /14 6E 1/4 , Sec5� , T 31 N )W, Town of
Subdivision Plat: ��a� ��/ Lot #
Certified Survey Map # Volume Page #T_
Warranty Deed # t �� (before 2006)Volume ' Page #
Number of bedrooms �_ Spec houseP14es 0 no Lot lines identifiable yes 0 no
New Property Address
y
(Staff Initials)
OFFICE USE ONLY
(Verification of new address required from Community Development Department for new construction.)
Zu ZZ
(Date)
This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications.
New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified
survey map if reference is made in the warranty deed.
Community Development Department— Land Use Division
715-386-4680 St. Croix County Government Center 715-245-4250 Fax
cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 www.sccwi.gov
POWTS OWNER'S MANUAL. & MANAGEMENT PLAN Page _of—
"ILE INFORMATION
Owner (
_ n
Permit # ----- -
IDESIGN PARAMETERS
Number of Bedrooms
-- ❑ NA
i Number of Public Facility Units
NA
Estimated flow (average)
5'cTC_�aUda�
I Design flow (peak), (Estimated x 1.5)
i
�, alida
i Soil Application Rate
I
_
slide /fe
I Standard Influent/Effluent Quality
Monthly average"
Fats, Oil & Grease (FOG)
530 mg/L
Biochemical Oxygen Demand (BODE)
5220 mg/L L1 NA
Total Suspended Solids (fSS)
5150 mg/L
!Pretreated Effluent Quality
Monthly average
Biochemical Oxygen Demand (BODE)
530 mg/L
Total Suspended Solids (TSS)
<_30 mg/L ;6A
Fecal Coliform (geometric mean)
510° cfu/100ml
!Maximum Effluent Particle Size
Jk in dia. ❑ NA
Other:
NA
'Values typical for domestic wastewater and septic tank effluent.
MAINTENANCE SCNEDt1LF
SYSTEM SPFCIFICATIONR
Septic Tank Capacity
al
❑ NA
Septic Tank Manufacturer
❑ NA
Effluent Filter Manufacturer
❑ NA
Effluent Filter Model
AJ NA
Pump Tank Capacity
al
PNA
Pump Tank Manufacturer
❑ NA
Pump Manufacturer
❑ NA
Pump Model
❑ NA
Pretreatment Unit
❑ NA
❑ Sand/Gravel Filter
❑ Peat Filter
❑ Mechanical Aeration
❑ Wetland
❑ Disinfection
❑ Other.
Dispersal Cell(s)
El NA
n-Ground (gravity)
❑ In -Ground (pressurized)
❑ At -Grade
❑ Mound
❑ Drip -Line
❑ Other:
Other:
❑ NA
Other:
❑ NA
Other.
❑ NA
Service Event
Service Frequency
(inspect condition of tank(s)
At least once every:
ont s)
3 mears (Maximum 3 years)
❑ NA
Pump out contents of tank(s)
When combined sludge and scum equals one-third (X) of tank volume
❑ NA
inspect dispersal cell
At least once every:
months)s)
3 �year(s) (Maximum 3 years)
❑ NA
Clean effluent filter
At least once eve
every:
❑ month(s)
1
❑ NA
-
.1 %year(s)
!nspect pump, pump controls & alarm
---
At least once every:
11 ❑ monthyear(s(s)
❑ NA
Nush laterals and pressure test
At least once eve
every:
❑ year(s) ❑ month()
❑ NA
ether.
_
_ At least once ovary:
❑ ear(s)
ys
❑ years)
❑ NA
ether:
— ----
—
❑ NA ;
MAINTENANCE INSTRUCTIONS
linspections of tanks and dispersal cells shall be made by an individuni carrying one of the following licenses or certifications: Master
(Plumber; Master Plumber Restricted Sewer; POWTS Inspector: POWTS Maintainer; Septage Servicing Operator. Tank inspections must
include a visual Inspection of the tank(s) to Identify any missing or broken hardware, Identify any cracks or leaks, measure the volume of
combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cells) shall be
,visually Inspected to cheek the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface.
The ponding of effluent on the ground surface may indicam a failing ca)nditjo,i and requires the Immediate notification of the local
regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (36) or more of the tank volume, the entire contents of
!:he tank shall be removed by a Septage Servicing Operator and disposed of !n accordance with chapter NR 113. Wisconsin
Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
land any servicing at Intervals of 512 months, shall be performed by a certified POVIfS Maintainer.
A service report shall be provided to the local regulatory authoi%! otdthin 10 days of coropletion of any service event.
Page__ oft,
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tankt1
s} for the presence of painting products or other chemicals t
may Impede the treatment process and/or damage the dispersal Cell(s). If high concentrations are detected have the contents of tha
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may till above normal hlghwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) end may result in the p rrattor prior or to restoring poweroe discharge of to the
To avoid this situation have the contents of the pump tank removed by a Septage Servldng operator
effluent pump or contact a Plumber or POWTS Maintalner to assist in manually operating the pump controls to restore normal levels
within the pump tank.
Do not drive or park Vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within
15 feet down slope of any mound or at -grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may Improve the performance and prolong the life of the POWT:D:
antibiotics; baby wipes: cigarette butts; Condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain
(sump pump) water; Trull and vegetable peelings; gasoline; grease; herbicides; most scraps; medications; all; painting productls;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or Is permanently taken out of service the following steps shall be taken to Insure that the system is proper y
and safety abandoned In compliance with chapter Comm 83.33. Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with s.oll,
gravel or another Inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compli*nt
replacement system:
e location of a replacement so l absorption systePn.
❑ A suitable replacement area has been evaluated and may be utilized forth
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requh�d
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result In the neled
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruler) in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Baring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be Installed) as
a last resort to replace the failed POWTS.
❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the btomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING»
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN) UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O� A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS "—
POWTS INSTALLER
Name
Phone l
POWTS MAINTAINER
Name
Phone
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Name Name 5 k. ,, —
Pttone Phone
This dooaniest was drafted In oomi hens with ohepter SPS 383.22(2)(b)(%d)&M and 383.54(t ), (2) & (3), vylsconsin Administrative Code.
20140048A
A
J
SECTION A -A
1921
V97
U
VY(sconsin Departmenlo} C Drnmerc:DEC 28 2021 SOIL EVALUATION REPO
C:vWon of Safety and Build s
C MIT $5. WS. Adrn, Code
Pepe , of _
Community eve oilmen C.0I / ix d Z !L-�
Attach t»mploG eke plan on paper not less than B 1/2 > 11 Inches In size. Plan must
Indutle, t>ul not limited to: vertical and horizontal reference point (am), direction and P rcal I,D. 0
Percent slope. Scale or dimensions, north arrow, and location and distance to nearest road. g� _
Please Print all Information, Revle by Date
P•nonet WWmsxon you ProviM my bs uwd for ssmndsn' Purp.»es (Pdvsor um-, s. 16.04 (1) im)).
Property Owner / Properp'lowllon
n7�' ., GM. Lot {/?, A,(� 114 S I T 3 I N R p E( W
Propeiy Owner s Ids rose Lot # Block IllSte.
v ,ne o3 A.a. U a_"to a one um ❑ City ❑yule e
9 ;EaTovvn NeeresLFlpad
�+� •^ ^ >•uwu� use Residential I Number of bedrooms _ s`/ y Code derived design how rate _Y-):V�Z A GPD
❑ Replacement ❑ Public commercial . Describe:
Parent material �C - I Flood Plain of If apPllc76IH - �✓ %4 '1�l l t Y R
and
mm ndatients S , , Q1.%st y/ /`ps, , /1fc In $C Ytr�HT I
andreoammsndatlav: �%
ystem pe_�O rl.1C System Elevation ' J i
r .r 1--l-- -1, _ �� ro
ao� it p Boring
pit Ground surface alev. �R. Dooth to Ilmsino fsetm in x,
•
M192 -aim
•a
��
Boring L-j tw,,,y _
1�(Pit Ground surfaceelev. �' �ft. Da<x a umtx ,r.a . ���)
r_
�►►EME—MM—MAIM
WIN a
rw�mm
VIM
li-MI
WA
onume •c - ovV, S J ❑lfyl, ant) 1.?7 c JU n101L
CST Name (Please Print) nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 5401 /`� —o2,7- ( 715-246-4516
Property Owner
)3
Parcel ID fl
Page -of
Boring 0 ] Boring
It1. pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Sz. Cont. Color
Texture
Structure
Or. Sz. Sh.
Consistence
Boundary
Roots
GPDMf
'Elfpt
-Effp2
Boring N ❑ Boring �x% ✓
1wpil Ground surface el v. " I t� ft. Depth to limiting factor In.
Soil ADoilcalion Rate
Qu. Sz. Cont. Color
KEN
�T
Wit'
IsllN-0:'.Jl�G11��T1
Boring p ❑ Bodng
❑ PIl Ground surface elev. h. Depth to limiting factor In.
Boll AD011catlon Rate
Effluent p1 o BOD, > 30 S 220 mg1L and TSS >30 1150 mg& ' Effluent p2 • BOD. :E 30 mglL and TSS 130 mglL
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.B777.
ssu.ump.eml
Soil Test Plot Plan
Pro¢ect Name Oevering Homes Investments Shaun
Address Y9,
1433 Cernohous Ave Suite A
New Richmond Wi 54017 #221100
Lot 13 Subdivision Bella Vista Datf 12/22/21
N 112 SE 1/4S 31 T 31 N/R18 W Township Star Prairie
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 1 oo ft. Top of 3/4" pipe next to large solo tree
System Elevation TBD •HRpSame as Benchmark
Scale = 1/4" = 10'
B.M.'
25'
25 B-2 90 B 1 95.5'
16% Slope
85tn St
P
93.5'
91.5'
Y
I
n
m
L
li
Z
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f _ rn
r
rn
8 C I:®
4 D 1
0 1
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' it wr 'iwm
n •• �.. ne.mcv
8 3 3
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PLAN NPOWATION J05 INPCR AIUN 5n1!PT NPOW, M)N —
`EVEIRIKG IIOMFS �.. ,..... ,...... ,. ,.., . ..�<...
SHEET
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MJECT0 20-31 ELEVATIONS
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2ND LEVEL
ronxlcnr rgrlu
rRaecT is 20-31
Yw. W.MR
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rn
rn
SHEET IWO1G TM
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COE14 ..!!MES
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coryr"r MOTU 3 OF 5
FWJEC7 0! 2049
MAIN LEVEL
...... . ......... ..
........................
oil
----------------
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0
.. . . . ........... . . ..... ---- -----
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COPVIVnff NOTU 2 OF 5
FKORCISL 20-31
- -A�
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d
m ' I �.!i I •t�i��rf�
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mrn �
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n.w uvew Tm sne ---- ae wrowM, er 1100K now
`E)RING HOMES
......... sneer
conwcart 40TI17 �"_ I OF 5
rnXCT I: M31 ELEVATIONS
S84'16'50"E 417.71' �3osM1 1 � 01 m
16
/ 74,403 SQ. FT.
47
1.708 ACRES
33' •��-N26'23'45"E L.B.O. = 866.0
• 21.19'
y ry sew ` \ 589'16'50"E 416.17'
(\ vp
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DEC 28 2021 SOIL EVALUATION REPO T
Wlacnnsin Deparment Of Commerce i
.vision of Sates- and Buitdims I L 11 Page — of _
i• 2=ianc6 with Gomm 85. Wis. Adm. Code /! rR T' 0 7
l ttaeh complete she plan w paper not fast than 6 v,^ x , Inches in size. Plan must Gountvs7� / �/� 0 7 !i L-I
irx1 , lxe not limited to vertical and ho izontai reieroncs point (BM), direction and Parcel I D. I`
Percent slope, scale o dimensions, north arrow, end location and distance tc nearest road. 1 8— 1/7 �� _ Z�
Please pNn( all Irrtbrmador,. + Reviewed by Date
POrsonti 1Mor w' you Droves may be used to: saran&n purposes (Privacy Law, t. 14-N (1) (m)). I -� /
PrpOeyy ov.1°r Propem'Location #FRIE
P Gout. Lot r/Zf/4s�11;4 S 5 T 3 N roperty Owner's Mal' ddre" I Lot as Bloc a Sid. a CSM3 P/ 3 a, L/ieCode one Nu ribs ❑ illage Town Nearestg
r
14 " Oonstrucbon (ise. ResidendN / NumUar o' beiroo ns Cade derived design flow rate -> v GPD
I, 0 Rep!aaement ❑ Public r grme-�a! • Describe
Parent meterfa ✓ Hood Plain elevation if appli it ti / 4 7 tt4'� ft.
Genoa' rnmendcornme7to j � Q ✓ q y/ .�/b I+„ /bt nct� f'Lt i[ /ti`� H
aid reoammsrtdatians: /
( i%jQ5har,d7A - SA( rs
#❑t Boring
c� pit Ground surface elev.
System Elevation / t J D
Depth to linitina farlor / / d in
pap
(is• e�___-_
Pit Ground surface elev. 7 �' R, Depth to Hmhing factor in.
t torizon Soil ' tim Rate
nant Color R
Depth Domiedox Description Texture StructureConsistence Boundary Roots GPDM
in. Munsell Qu
_7. Sz Cons Color Gr. Sz Sh. •Efhltt 'Eftf7t2
2- n� 2 i7 - o�� -
Eft &V Ni ■ BOO. " 30 < 220 mat and TSS >30 < t • OWN tit z SOD.130 nV& and TSS < 30 rna+L
CST Name (Please Print) nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address
Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 5401 —07 a —,g' 1 715-246-4516
)3
Property Owner _ _ Parcel ID #
❑ ? Boring a Boring 'l
Pit Ground surface elev.
Depth to limiting factor d L? in.
Page of
e..a e....r...,..__ o_._
Horizon
Depth
in.
Dominant Color
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GP"
'Eff#1
I 'EB#2
o-
fMunsell
s
(T
b-"'
, 6
�.
_IR
r
5
J�
d�
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Snil Annlirafinn Gefc
Horizon
Depth
in.
I Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDHf
'Eff#1
I 'Eff#2
17 Boring a ❑ Boring
pit Ground surface elev. ft. Depth to limiting factor in.
❑
Soil nnr>I�. irati�n Rate
Horizon
')epth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz, Cont. Cola
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDtW
-Eff#1
I 'Eff#2
' Effluent #1 - BODr > 30 < 220 moll- and TSS >30 < 150 mgA- ' Effluent #2 - BODr ! 30 mgA. and TSS < 30 mg1
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.
saD-e330is e&ml
Soil Test Plot Plan
Project Name Oevering Homes Investments Shaun
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017
Lot 13 Subdivision Bella Vista
N 1/2 SE 1/4S 31 T 31 N/R18 W
❑ Boring Q Well PL Property Line
kk BM or VRP Assume Elevation 100 ft.
#226900
Date 12/22/21
Township Star Prairie
County ST. CROIX
Top of 3/4" pipe next to large solo tree
System Elevation TBD *HRpSame as t3enchmark
COUNTY PLAT OF: SOIL TEST MAP/CBA EXHIBIT W/ CONTOURS
BELLA VISTA
w.ito t. r.vr or nrt I.Uen..rar w..La a T.a lumauer VUFRIY.Ym ARr aM R01lFIWRr OI.MRTY ana 1NVVIIQxRT OUSRIY vRVfOR11.10•Iw� al RORIM. MIQ IR AT.TO.1. v RrM rU�.>R. (1W! (OURTr. •OM•ew:
MGlIIYIY FNICI WT 1 aTI� mess MY{F Y.r Qm®� WI11tx I110• l!Y COOYm1r IIN1mt 1>Ilx
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<� ,•iF IU!D SURVEY MAP
�0k1I 1f, FF6F 6614
\� \ SHEET 1 Of 1
3 Rejr�m
COUNTV NO. 645427
L
STATE SANITARY PERMIT
I8zi
NS L P OI
PLUMBER
TOWN OF
SEC 31 9T_3t_N9
•
LICa# Z74400
R LOT 13 BLOCK son
SUBDIVISION
Zo ht X
CHAPTER 145.135 (2) WISCONSIN STATUTES
(a) The purpose of the sanitary permit is to allow Installation
of the private sewage system described in the permit.
(b) The approval of the sanitary permit is based on
regulations in force on the date of approval.
(c) The sanitary permit Is valid and may be renewed for a
specified period.
(d) Changed regulations will not Impair the validity of a
sanitary permit.
(e) Renewal of the unitary permit will be based on
regulations in force at the time renewal is sought, and that
changed regulations may impede renewal.
(f) The sanitary permit is transferable.
History: 1977 c.168; 1979 c. 34,221; 1981 c. 314
Note: If you wish to renew the permit, or transfer ownership of
the permit, please contact the county authority.
V1 AUT ORI ED I UUING OFFICER - DATE
THIS PERMIT EXPIRES 7 UNLESS RENEWED B10RIE THAT DATE
POST IN PLAIN VIEW
VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION
SBD-06499 (RI1/20)