HomeMy WebLinkAbout24-72SRequest for Sanitary Inspection (24 Hrs. in Advance)
Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114
If you do not have a fax and must email the inspection; you must email all staff members.
Note
fl Time Change fl Discrepancy fl Other
C `_ 1.5 C
�O
PtL&flepk
'71r Phone Number
Plumber:
S rl5 7f
J �7
Fax Number
Homeowner:
S Sty 4rf�� c L�
Email Address
-O
Sanitary
O -L— 73.
Immediate Phone Number So Zoning
Dept can call you right back (if needed)
Permit #:
Plumber's Choice
Zoning Dept
No inspection(s) during this time
Date:
OK
Tuesday (9:30 am - 12:15 pm) (Tracy)
77
Time:
Plumber's Choice
Zoning Dept
17-i00p
OK
Township
UOct)
Address # 8r
Road Name:
5 31 o '
35310 (.,(�t,sr (�{ 6�FJ�,
or
Directions
To Site:
Comments:
** Plumbers you must verify any change(s) by fax or email **
Notes from Zoning Dept:
u/forms/sanitary/requestforinspection
Zoning Dept (®4f12/04); ® June 2023
Request for Sanitary Inspection (24 Hrs. in Advance)
Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114
If you do not have a fax and must email the inspection; you must email all staff members.
Note
fl Time Change fl Discrepancy fl Other
1 sh' s c
Phone Number
Plumber:
S '5 (
qt, -1 y
Fax Number
Homeowner:
SS�-c P„fpe _tom Q L�
t''P "Y''"'rr �-d
Email Address
Sanitary
�`
d'^'t
Immediate Phone Number So Zoning
Dept can call you right back (if needed)
Permit #:
Plumber's Choice
Zoning Dept
Date:
`
No Inspection(s) during this time
Tuesday (9:30 am - 12:15 pm) (Tracy)
Plumber's Choice
Z n ept
Time:
l2.OO pw&.
O
Township:
6rz&ilulod
Address #
RoaddNName::
L vw35 31 d �� (i 5(A+ e
or
Directions
To Site:
Comments;
'` Plumbers you must verify any change(s) by fax or email **
Notes from
u/farms/sanitarylrequestforinspection
Zoning Dept (04/12104); ® June 2023
�aeenan,gr�
Private Onsite Wastewater Treatment
Ps Systems ( POWTS) Inspection Report
(Attach to Permit)
Industry Services Division
General Information
Personal information youprovida may be usedfoi-secondary numoses IPrivacv Law. s. 15.04 (fl(m)]
Permit Holder's Name: SUNSHINE PROPERTIES LLC Village El Town of:
ATTN: STEVEN LOUIS
CST BM Elev: 1000 VILLAGE CENTER DR
UNIT 403 , l
BURR RIDGE, IL 60527
T2nk Infnrmafinn setbackto:
. ---- ---- --
TYPE
------- -
MANUFACTURER
CAP CITY
Prop. Line
Well
Building
Air Intake
Road
Se tic
/
�s
N/A
Dosing
Q
Afl
N/A
Aeration
N/A
Holding
t
C
Sanitary Pe No:
2q-121
State Plan Transaction ID#:
Parcel Tax No:
/71'sJ
Pump / Siphon Information
Pump Manufacturer
Pump Model
Demand
GPM
Filter Manufacturer
orcaco
Filter Model
TDH
Lift
Friction Loss
Head
Total
F rce ain
Length
Dia
Dist. To Well
Disnersal Cell Information
DIMENSIONS
Width
Lennlh
I #of Cells
SETBACK FROM
P . Line
B iillding
Well
OHWM
_
Type of Cell
N pf jt
Manufacturer:
Model Number:
Pretreatment Unit
Manufacturer:
Model Number:
Distribution System
Elevation Data
STATION
BS
HI
FS
ELEV
Benchmark
us. c0
Bldg. Sewer
R 5 . U.o
Tank Inlet
c
Tank Outlet
Dose Tank Inlet
Dose Tank Bottom
All
b9 .'(II
Inst. Contour
Header/Manifold
o5
Ita.t
Distribution Pipe
(12.02
Infiltrative Surface
it I . U1
Final Grade
IL .5iR
X Pressure Systems Only
Header / Manifold
Distribution Pipe(s)
X Hole Size
X Hole
Observation Pipes
Length Dia
Length Dia Spac
Spacing
❑ Yes ❑ No
Anil cnvor
Depth Over
Depth Over
Depth of
Seeded / Sodded
Mulched
Cell Center
Cell Edges
Topsoil
❑ Yes ❑ No
❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc)
.
���{artt Ma n¢ ' . 141;,f C eR - New 5cjfc 9044E ASS
'
A Ir 9 Kr fdfto Mme'+ 4 iP , � .c
Plan revision required? ❑ Yes No
Use other side for additional infor tion. 7
Date POWTS 4Cctor1s Signature
License Number
CPRa71n1P n/1\
Property Owner
Information
BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT
Telephone: (715) 373-6138 Bayfield County Courthouse
Fax: (715) 373-0114 Post Office Box 58
e-mail: zoning(.bayfieldcounty.wi.gov 117 East Fifth Street
Web Site: www.bavfieldcounty.wi.gov/147 Washburn, WI 54891
SUNSHINE PROPERTIES LLC
ATTN: STEVEN LOUIS
1000 VILLAGE CENTER DR
UNIT 403
BURR RIDGE, IL 60527
pp
As you know /7P. jSl G was contracted by you to install a private
onsite wastewater treatment system
system on your property described as:
Notes:
Abandonment of Old System to meet all applicable code requirements:
Tank was pumped by:
C. Tank was crushed / removed and pipes disconnected by:
on
at AM/PM
On at �1 _ (AM / khe above -mentioned plumber contacted our office to
conduct a pre -cover inspectio4 as required under DSPS 383. One of the following applies:
System was inspected and appears to meet all applicable code requirements.
fl System was inspected and appears to meet all applicable code requirements; however, a plan revision
is necessary because the installation was substantially different than the original approval.
System could not be inspected because plumber covered prior to scheduled time of inspection.
❑ System could not be inspected because plumber was not ready at scheduled time of inspection.
County was unable to return to complete inspection.
System could not be inspected because plumber was not ready at scheduled time of inspection.
A re -inspection and $50 fee are required.
System could not be inspected because County could not respond to plumber's time constraints.
Comments:
Ufib rms/s anitang pro pertyownar-input
Apri12019
'., _ 1Q
tCom'
-ii,.
Department of Safety
& Professional Services,
County BAYFIELD
-be
:E;ERE
Industry Services Division
Sanitary Permit Number (t filled on by C.
h//2
1Z
anitary Permit Application ' '' 1 1. L'
State Transaction Number
In accordance with SPS 383.21(2), Wis. Ada. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to
Project Address (if different than mailing address)
the Department of Safety and Professional Services. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15.04(1)(m), Scats.
25310 CAMP EIGHT ROAD
I. Application Information — Please Print All Information
Property Owner's Name
Parcel #04-021-2-45-06-36-4
SUNSHINE PROPERTIES LLC C/O STEVEN LOUIS
1i%al
Property Owner's Mailing Address
1000 VILLAGE CENTER DRIVE, UNIT 403
Govt Lot NA
City, State
Zip Code
Phone Number
BURR PLACE, 1L
60527
715-413-0782
-Y.-SE '/., Section 36
T 45 N R 0 6ioy EDr W
IL Type of Building (check all that apply)
Lot #
EX or2Family Dwelling— Number ofBedrooms 2
NA
Subdivision Name
❑ Public/ Commercial — Describe Use
NA
Block #
NA
❑ City of
❑ State Owned — Describe Use
O Village of
CSM Number
#1194;V781,P361
cXo.h GRAND VIEW
In. Type of POWTS Permit (Check either "New" or "Replacement" and other applicable on Hue A. Check one box on line B. Complete line C -
s usable.
A.
?l: w System
XReplacement System
Other Modification to Existing System
ys tern
❑ Additional Pretreatment Unit (explain)
(explain)
B'
❑ Holding Tank
xln-Ground GEOMAT
❑ At -Grade
I ❑ Mound
❑ Individual Site Design
❑ Other Type (explain)
(conventional)
C.
❑ Renewal Before
❑ Revision
❑ Change of Plumber
❑ Transfer to New Owner
is[ Previous Permit Number and Date Issued
Expiration
NK
IV.
DlspersallTreatment
Area and Tank Information:
Design300 (jpd)
Design Soil Applicatio9,Rate(gpd/sf)
(��150
Dispersal Area Requi I)
Dispersal Area Proposed (sf)
System Elevation
325 ✓
111.02 FT.
Capacity in
Total
# of
Manufacturer
Tank Information
Gallons
Gallons
Units
°'
V
New Tanks
Existing Tanks
u m
0.0
m a
rn
it o
0.
Septic ar Holding Tank
540
1
INFILTRATOR
X
Dosing Chamber
540
540
1
INFILTRATOR
V. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Sign re MP/MPRS Number Business Phone Number
RYAN STRAND 798301 715-558-1673
Plumber's Address (Street, City, State, Zip Code)
10571N TOWN INDUSTRIAL PARK ROAD, HAYWARD, WI 54843
VI. County/Department Use Only
J[ Approved O Disapproved i Permits Fee Date Issued Issuing Agent Si lure
/ • -Is
❑ Owner Given Reason for Denial 6 l I I'� 7
Conditions of Approval/Reasons for Disapproval
VYLte J2fbas 3) 4Izu
I Si, ism to a,U . non Ole' Sqo
P'' SRS3
a)MOJi aY"l phi Iv OluvW
•- •---•••r•�•C v••= ••• o•. �r�•�•�• sum bornn in me County only on paper not less than 8 1/2 a 11 inches in size
SBD-6398 (R. 03/22)
frjI
Wisconsin Departmentof SafetyB Professional Services Page 1 of •y
Division of IndustryServices III FEB 08 ?0'14
\S1= SOIL EVALUATION REPORT
In accordance with SPS 385. Wis. Adm. Codeo`un
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,
but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel ID. J 7S
scale or dimensions, north arrow, and location and distance to nearest road, z/..-Z-pb- .y O(;-000- loot
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04(1)(m)). .S I d• /3'
Property Owner 0 .8ZJ Property Location ❑ - Ea
5UIVSHIN E P QS L.LC (5 Gevt- nt AIE '/. Sg '/. S 3b T StS NR 45 &fol W
Property Owner's Mailing Address Site Address or CSM and Lot #:
tact Vtwkec1-10 791 ?36/ 'x/194
City, State, Zip Phone Number ❑ City ❑ Village Town INearest Road
L 1,b52. 1/5) q13- 0182 gMDIhevJ I L'AMP 8 P.c3Rt
❑ New Construction Use:Residential/Numberofbedrooms 2 Code derived designflow rate 300 GPD
Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable AM
Parent material
General comments and recommendations: QPaXk(r 3)J -C fk0l) N O - 0.8 £
Boring# ❑Boring '
1Wit Ground surface elev. I Q. r(!
ft. Depth to limiting factor 40 in. / elev. 07,Sr
l 3.33' ___________
Snit Annlil ration Rat o 1
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Ou. Az Cont Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
•Eff#1
•Eff#2
D.-Iz
.5 2.5
s1
21mshK
U.G
1.0
Z
-40
.5 94
Is
.7
/.
3
5Y 4
( 5
I
r
.D
f,
5
Boring # ❑Boring
Pit Ground surface elev. 1t3.Z2tt. Depth to limiting factor ti z in. / elev. 0?• oft.
3•Sof{• ��
AnI rJi-.tine Rate l
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
•ER#1
•Eff#2
/
ors
sW
r
z
0
-
r
-ca
3
2
3
r
sC.
rn
as
J4LnD,
S!
3
7,5 4
S
•1;
CST Name (Please Print)
Signatu /
CST Number
MARY JO HUPPERT (Hollister's Soil Testing & De
ign)
224832
Address I
Date Eval ti C dulled
Telephone Number
25720 Firefly Lane, Webster, WI 54893
z.' QZ3
I 715-426.1775
Effluent #1 = BOD>30 30 s 220 mg/L and TSS >30 s 150 mg/L • Effluent #2 = BOD. s 30 mg/L and TSS s 30 mg/L
SBD-8330 (R03/22)
ao �'��
S y,Nste> N& ?s Prles l L.E C ( (! v f Page 2 —or tl
Boring
Boring # ' Pit Ground surface elev. I Raft. Depth to limiting factJirj 43 in. / elev./Zit.
f� FEB 0 8 ZUZ4 Lssc/•
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
q Yiiw
GPD/Ft2
•Efr#1
•Eff#2
-6
.s z•5 =
—i
z4..niscK
rntr
e.5
4.et'
o•G
o
2
.5-30
ty s
—
I
sb
.L
t.4
-
Is
ml
as
0.7
f•,
❑ Boring #
❑ Boring
❑ Pit Ground surface elev.ft. Depth to limiting factor in. I elev. ft.
Horizon
Depth
In.
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
r,rr„w
GPD/F1'
Eff#1
•Efi#2
❑ Boring #
❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev._ft.
Horizon
Depth
In,
Dominant Color
Munsell
Redox Description
Qu. Az. Cont. Color
Texture
Structure
Cr. Sz. Sh.
Consistence
Boundary
Roots
GPD/Ft'
•Eft#1
•Eft#2
Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 5150 mg/L . Effluent #2= SOD, s 30 mg/L and TSS s 30 mg/L
Plot Plan
Lii[ J
Page 3of9
Ii FEB (; 8 [U4
PROPERTY OWNER:
SUS 3sPa&& &6P�2T )GS LLC
Zonin Dept
to 25T E N
r---4
27= 40 FT.
1O�lS
(except where noted)
//
Legal Description:
_' //
Of 'f{►E S%$1J TYSnS,P,obtati
TouJM nr
�= backhoe pit
Lavr�N' 3ngFIW
CO! IflS 14)(_ 75310 tAA&? c-icWT R.o,
Ua 4c s
04—Dz►-z-45- 0C-36-9
0l-800
North
r J
Rm s �' .Y� x•. 'd�r lL'lit'1Wf1.9ISST�
- �. •dry i \. •-?r� 4,,>i
C tic'
• rand View Lincoln
j9- , Qyeeo
-, i 1 4Yu:V W'� •
.:.`a aY > r y � ��• : r• 4r r
s a f.. Imo.
3
INDEX AND TITLE PAGE
All Water Treatment Systems To Be Removed From System a ud 1 0
:r Info
Project Name: SUNSHINE PROPERTIES LLC
Owner's Name: STEVEN LOUIS
Owner's Address: 1000 VILLAGE CENTER DRIVE, UNIT 403
BURR RIDGE, IL 60527
Property Info
Property Address:
Legal Description:
Township
Subdivision Name:
Lot Number:
Parcel I.D. Number:
Plan Transaction No.:
Index Pages
25310 CAMP EIGHT ROAD
WI 54856
S1t S T 45 N R_ 4 W
J..inc4lnGiY VI(w County: Bayfleld
NA
NA Block Number: NA CSM#: V781,
to G y
t
04-0aQ-2-45-Ot--31 s 0j=000-1000 P361
Page 1
Index and title
Page 2
Data entry
Page 3
GeoMat dist. cell drawings & calculations
Page 4
Lateral and cell cross section
Page 5
Management & contingency
Page 6
Maintenance & specifications
Page 7
Tank cross sections
Page 8
Distribution media
MARY JO HUPPERT
Date: 01/31/24 /
Signature: L!
DesigneyStam
Page 9
Plot plan
Page 10
Filter specifications
Page 11
Pump curve/specs
Page 12
Tank specs! a r±j 3 s.
Page 13
Soil test
Page 14
Soil test
�2DSTt7fAt-�
Page 15
Soil test
Page 16 Aerial
h'%A`fUIIEAJf �' I'At ST1RE erM-MWAwMP
License Number. 1859-007
Phone Number: 715-426-1775
Designed Pursuant to the
GBoMat In Ground Component Manual April 2019 Version
Page 1 of 16
C
s
F1
4.
9OK2 Yid
N vZ0 G � 3 -Ig
w6 s �6"T"
dtv,�8�I3a Z o ,c o
t
r c L
1
•Z G r�
R
x
7
' n �
-e S
4�0N ? "
-Io h' - o -sb—z-recl—ho
63]r7v oJ7
;!d ao4ppeq = 13
(pa;ou aiagia lda3xa)
1d0i =„L
'o 2wDle dtiw7
019SZ
iM Al -ti
nod
. v - N G7rvt7
tvtnqE90
Nsbl
'1,425
3ML 1
i :uo!ld!rxaOIe831
�71l-T'/I
NMO AllI3dOldd
veld told
In Ground and Dosing Distribution Component Design
Design Worksheet
All Water Treatment Systems To Be Removed From System
Site Information
R Residential or Commercial Design 0 ISO Required?
200.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e.g. 1.5 = 150%)
300.00 Design Flow (gpd)
3.00 Site Slope (%)
111.02 Prop. System Elevation (ft) Sand & Native soil Contour
40.00 Depth to Limiting Factor (in)
0.80 In -situ Soil Application Rate (gpd/ft2)
112.90 Lowest Original Grade Ele. In System Area (ft)
113.00 Highest Original Grade Ele. In System Area (ft)
109.02 Limiting Factor Elevation (ft)
0.48 Depth Below Grade
Distribution Cell Information
3.25 Cell Width (ft) I 2J Number of Cells
2.00 Dispersal Cell Design Loading Rate (gpolft2)
2 Influent Wastewater Quality (1 or 2)
Distrib�t15Tnformation
Center or End Manifold, Dist. Box or Drop Box
Number of Laterals
Lateral Spacing (ft)
Forcemain Drainback (gal)
Forcemain Filter Loss (ft)
Forcemain Diameter (in)
Forcemain Length (ft)
Inside Pump Tank Elevation (ft)
System Head (ft) x 1.3
Vertical Lift (ft)
Friction Loss (it)
Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm)
Minimum Dose Volume (gal)
System Demand (gpm)
System dosed Y
Does the forcemain drain back? Y
Manufacturer Information
Treatment Tank Information Effluent Filter Information
540.00 Septic Tank Capacity (gal) see um tank Filter Manufacturer
INFILTRATOR Manufacturer see um tank Filter Model Number
Dose Tank Information Gallons/Inch Calculator (optional)
540.00 Dose Tank Capacity (gal) Total Tank Capacity (gal)
SEE CHART Dose Tank Volume(gal/in) Total Working Liquid Depth (in)
INFILTRATOR Manufacturer gal/in (enter result in cell DoseTankVolume)
Project SUNSHINE PROPERTIES LLC Page 2 of 16
In Ground Plan View
2 cell GeoMat
• • •
.'. o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o g o°o°o°o°o°o°o°o°o .�
O0O0O0O0O0°0°0°0°0°0°0°0°0°0000a000000O0O0O0O0O0O0O0O0O0O®1V1t�.
.:, 00000000000000000 ,:
•
•
OOOOOOO°OOO♦
o°o°o°o°o°o°•0000°o°OOOOOOOOOOOO°OOOO°OOOOOO••
:
00000°°000000a00000000
°000000000000
°000000000eoocoo0000000000000000000000a00000a000000000ao .
Calculations
I 1.00
K 1
S 1.00
A
3.25
B
50
L
52
W
9.50
Basal Area Calculation
GPD Loading Rate
300 0.8 gaYsq ft/day
Totall 375 ft2
Number of Cells I 2
Cell Length
50.00
Min. Cell Length
23.1
Cell Spacing
1.00
Basal Area Required
375
Basal Area Proposed
475
Lineal Feet of GeoMat Required
46.2
Lineal Feet of GeoMat Proposed
100
System Elevation
111.02
Limiting Factor
109.02
Separation
2
NOTE: Min S dimension = 1'
ft
ft
ft 2'Min
ft2
ft2
Directions:
Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is
wide. It must also Satisfy basal loading rate and GeoMat cell loading rate.
Project SUNSHINE PROPERTIES LLC Page 3 of 16
gL Jo b e6ed Olt S31IH3dOHd 3NIHSNI1S 4oglad
ZO'LLL
'UM.ZL
4-_ u10b
�3 NIO!d1�C===I- _ 1 1 1 1_}i
moodme� 1 I I I A y a C ill I I -I
opwo leulopo molaq
xMo3� �" —_•--�� • • joleagollewoaZjodo IA s_ w.b
may. 1
[w71�7 ouwe zr,z>
wvm ws —11840
ooPottgtl0 `, .. .. t
uolloas ssoPJ lla3 uoi;nqu;sid
u!® Jalewel0 adld 8 9Z'4 I6upeds Iwalel
416uoI lejoa9 = 416ua-1 adid
'pesn eq Few edld pelwopsd .4 •pus wwl .ZL le sGI0H pop, 0 9
PUB pug wml ,g'loop,O b Bulpels'HoopO 8 g Pie alo4 ,Z/L ' .ZL Nana sl 6upeds BI0H
wej6eip 1noAe1 leiawe-i uoipoauuo3 pu3
Dose Tank Information
Lock ing cover \\ilIt \vlming label.
lading tie' ice and \\mcr lighl will
!' Vented (met
I:Ic eriM ho.
aa per NLC 3{N1 J
4..
and SI'S 316.28 \\.0
I-ini.hcJ frlJc ..-. .. )
3" Clean uut Pipe
N' ire. I rum Ileciric .puree
l9I I Jeer
I o.. ,wp
and \\atcr
® 11L•hl L"t\kel
\.ep Lrla .t :ml
,�_sJJJlim eh natJann�•
' Pump ()n Float -
OPump ( )Ii Iloat� • Pump
a
mock
11 L
DuconncctL
•optional hall lake
if /'I to control aporJ of
effluent heinE dosed
Opl ional pullet
I".Sl\I I'fl lel
v' l,.c.nain ouu,
Ilcddinu lit
Dimension
Inches
Gallons_
A
2$. i
3
B
-2.00
25a.
C
SO
D
x.00 55.0
TotalJ
••Jq.00 ' 75
Filter Manufacturer Clearflow
Filter Model Number NSSCFF324
Alarm Manufacturer SJE Rhombus
Alarm Model Number AB TANK ALERT
IYIntel,
Forcemain diameter
2 in.
Pump off elevation (ft)
Dose tank elevation (ft)
~— 89.00
INFILTRATOR
Capacity
540.00
Volume
SEE CHA
IS0'x t./loo 5 2.55
gal/inch
fFjiCTiotJ F#ox
I$D/x .Ifo3 / = '*3y atWas
�%
Pump Manufacturer Zoeller Company
Pump Model Number iS3
Pump Must Deliver I 25.00 gpm at 28.87 ft TDH
Project: SUNSHINE PROPERTIES LLC Page 7 of 16
GeoMat Distribution Cell Media Layout
3.25 ICeil Width (ft) I 2.63 ISidewali to Lateral (n)
Distribution Cell Cross-section Arrangements
Q O
Component Legend
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
3.25 ICeD Width - A (ft) I 50.00 ICell Length - B (ft)
End Connection Lateral Layout Diagram
t -- -
Typical Dispersal
Finished Grade
12"-02" -,• aacL64 • . LEGdLevd
Send Cove rwammeaded ..•:
bfflutn
Pope tDrat Fa6rie
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See details on page 4 for number, size, and spacing of laterals.
Project: SUNSHINE PROPERTIES LLC Page 8 of 16
fSSNEW SEPTIC
SOLUTIONS
CLEARFLOW
FILTER•
INSTALLLATION AND SERVICE INSTRUCTIONS
MODEL NO. NSSCFF324
FILTRATION 1/16" (.062" diameter holes) 0.50
FLOW RATE 83.8 gallons per minute @ 1psi.
TDH Increase the total dynamic head loss by .05 feet
of head to overcome friction loss from the filter
Address: N6643 Blue Lagoon Lane
City, State, Zip: Casco, Wi 54250
Telephone: 608-333-3610
Email: info@newsepticsystems.com
Website: www.newsepticsolutions.com
INSTALLATION
The NSSCFF324 ClearFlow is made to fit on the discharge port of any pump with
a 2 -inch NPT discharge. The filter can be adapted to fit pumps with a smaller
diameter discharge. Install the filter in a position where it will be easy to service.
• Place a 2 -inch Schedule 40 PVC male adapter (MIPT x socket) on the end of filter.
• Measure the amount of Schedule 40 PVC (tail section) needed between the filter
and pump. Cut the pipe to the desired length and insert into the pump & filter.
• The fitter housing has a 2 -inch Camlock coupling connection to the force main.
SERVICE DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER'
The length of time required between service intervals is unique to every application.
As such, we recommend the filter be checked within 12 months of installation to
determine future service intervals. Systems with known or suspected high volume
usage should be checked six months after installation.
DO NOT USE PLUMBING WHILE FILTER IS REMOVED
CLEANING THE SCREEN DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE
• Unscrew the 4 -inch cap and remove the screen from the filter housing.
• Taking proper protection, clean the screen using a hose with a spray connection.
• After cleaning, inspect the screen for damage or corrosion. (Replace if necessary.)
• Place the screen back into the fitter housing and screw the cap back on, taking care
not to cross the threads.
QUALITY
The filter housing, cap and coupling are made of heavy-duty ABS injection molded
plastic. Injection molding insures the first part made and the ten thousandth part
are virtually the same, insuring consistently high quality in every part.
The stainless steel screen is made of 316L ((L stands for Low - meaning low carbon)
316L stainless contains molybdenum, an alloy which increases strength & hardness
and enhances resistance in areas high in salt air and chloride, giving it the nickname
'marine grade' stainless steel.
M
ITEM NO. PART NUMBER
I Filler Body
2 IC«n Lock
5 Screen Baer
ITEM NO.
SW -File Nome(FBe Nome)
I
screen
2
Flange
3
Wire handle
4
Large Flange
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TOP VIEW
0.2151 WALL
THICKNESS
NOTES
A'
A
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WIDTH
— 0 2416101 ACCESS OPENING WITH LOCKING LID
TOTALVOLUME
r S EX
SECTION A - A'
1. ALL DRAWING DIMENSIONS IN INCHES [MILLIMETERSI OR AS NOTED.
2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH.
FRENCH & SPANISH: 'DANGER DO NOT ENTER: POISON GASES.'
3. TANK MARKINGS WILL INCLUDE: MANUFACTURER NAME, MODEL NUMBER. LIQUID CAPACITY.
DATE OF MANUFACTURE CODE. MAXIMUM BURIAL DEPTH. INLET. AND OUTLET.
4. MAXIMUM BURIAL DEPTH IS 48 N 11218 mm1.
5. MINIMUM BURIAL DEPTH IS B In 1152 mm).
5. TANK IS FOR NON -TRAFFIC APPLICATIONS.
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TANK TOP - f CONTINUOUS
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S MID -HEIGHT SEAM SECTION DETAIL
LIFTING STRAP
END VIEW (TYPICALI
ISOMETRIC VIEW
0
iii
INFILTRATOR INFILTRATOR WATER TECHNOLOGIES
4 Business Pork Rd.. Old Saybrook, CT 06475
(800),21-4436
APPROVED I-IM-
Pump/Siphon Tank Conllguratlon
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Table 2: Nominal Volume Chart in U.S. Gallons
Liquid height above
tank bottom'
U.S. gallons at indicated height (measured from tank bottom to liquid surface)'
IM -300
IM -540
IM -1060
CM -1060
IM -1250
IM -1530
in
cm
1
3
2
3
3
5
6
17
2
5
6
8
13
17
19
34
3
8
10
14
28
31
51
4
10
15
21
46
50
68
5
13
20
29
65
70
78
94
6
15
26
37
86
91
102
122
7
18
31
46
107
113
127
152
8
20
37
55
129
137
153
180
9
23
43
64
152
160
180
212
10
25
49
74
176
185
208
245
11
28
55
84
200
210
236
280
12
30
62
94
225
236
312
13
33
68
105
251
262
294
351
14
36
75
116
277
288
324
387
15
38
82
127
303
315
422
16
41
89
138
330
342
385
464
17
43
96
150
357
369
415
500
18
46
103
161
384
396
446
537
19
48
111
173
411
423
477
575
20
51
118
186
438
451
508
614
21
53
126
198
465
478
652
22
56
133
210
493
506
571
690
23
58
141
223
521
534
602
729
24
61
148
235
549
562
770
25
64
156
248
577
591
668
808
26
66
164
261
605
619
698
847
27
69
172
274
633
648
740
887
28
71
180
287
662
677
781
928
29
74
187
300
691
706
813
968
30
76
195
313
719
734
845
1,007
31
79
202
326
747
762
877
1,048
32
81
210
338
775
790
908
1,087
33
84
217
351
802
818
94
1,126
34
86
224
363
830
846
971
1,165
35
89
231
375
857
873
1.002
1,204
36
91
238
387
884
901
1.033
1,242
37
94
245
399
911
928
1064
1,280
38
97
251
411
938
955
1,094
1,318
39
99
258
422
965
982
1.125
1,355
40
102
264
433
992
1.008
1155
1,393
41
104
270
444
1.018
1,035
1 1
1,430
42
107
276
455
1,044
1,061
1.214
1,466
43
109
282
465
1,069
1,087
1.243
1.502
44
112
287
475
1,094
1,111
1.271
1,537
45
114
293
485
1,118
1,136
1,299
1,572
46
117
298
494
1,142
1,160
1.326
1,604
47
119
303
503
1,165
1,184
1.352
1,638
48
122
308
512
1,187
1.206
1.377
1.667
49
124
312
520
1,208
1,228
14W
1,697
50
127
314
535
1,228
1,247
1,248
1.424
1,724
51
130
-
1,267
14M
1,749
52
132
-
-528
542
1,265
1,282
1 460
1,766
53
135
547
1.278
1.293
1.473
1,777
54
137
_
5512
1,287
1,3002
1,478
1,7852
JUN '10 JL'L1
Notes:
1. Liquid height measured from lowermost
inside surface at bottom of corrugation in
tank to the liquid surface elevation.
2. The total capacity of the IM -540 tank is
552 gallons; the total capacity of the CM -
1060 is 1,309 gallons; the total capacity
of the IM -1250 is 1.479 gallons; the total
capacity of the IM -1530 tank is 1,787
gallons.
3. To determine the liquid volume between
two heights, subtract the Table 2 volume
indicated for the upper and lower heights.
Example: CM -1060 volume between 50 in
(127 cm) and 40 in (102 cm) = 1,248 gal -
1.008 gal = 240 gal.
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in
Real Estate Bayfield County Property Listing
Today's Date: 1/29/2024
_^r Description
Updated: 3/12/2021
Tax ID:
17821
PIN:
04-021-2-45.06-36-4 01-000-10000
Legacy PIN:
021116110000
Map ID:
Municipality:
(021) TOWN OF GRAND VIEW
STR:
536 T45N R06W
Description:
NE SE IN V.781 P.361 1194
Recorded Acres:
40.000
Calculated Acres:
39.122
Lottery Claims:
0
First Dollar:
No
Zoning:
(F-1) Forestry -1
ESN:
115
) Tax Districts
1
04
021
041491
001700
• Recorded Documents
O CONVERSION
Date Recorded:
Updated: 3/15/2006
STATE
COUNTY
TOWN OF GRAND VIEW
SCHL-DRUMMOND
TECHNICAL COLLEGE
Updated: 3/15/2006
457741 587-142;637-299;781-
361
4, Ownership
SUNSHINE PROPERTIES LLC
I}illing Address;
SUNSHINE PROPERTIES LLC
ATTN:STEVEN LOUIS
1000 VILLAGE CENTER DR
UNIT 403
BURR RIDGE IL 60527
Property Status: Current
Created On: 3/15/2006 1:15:29 PM
Updated: 3/12/2021
BURR RIDGE IL
Mailing Address:
SUNSHINE PROPERTIES LLC
ATTN: STEVEN LOUIS
1000 VILLAGE CENTER DR
UNIT 403
BURR RIDGE IL 60527
k=. Site Address ' indicates Private Road
N/A
Property Assessment
2023 Assessment Detail
Code
G6 -PRODUCTIVE FOREST
Updated: 5/10/2016
Acres Land Imp.
40.000 57,000 0
2 -Year CompArison
2022
2023
Change
Land:
57,000
57,000
0.0%
Improved:
0
0
0.0%
Total:
57,000
57,000
0.0%
L:J Property History
N/A