HomeMy WebLinkAbout026-938-14-3203-SAN-2022-223 _ `''""'`�? Department of Safety cO°"ry �
^\� - & Professional Services, S�''W � r
: � _ : Sanitary Permi[Number(to e filled in by
,, �\ �_ , Industry Services Division
,R, .; . . C�3 �� �8' �
Sanitary Permit Application State Transaction Numbcr �
In accordance with SPS 38321(2),Wis.Adm.Code,submission of this torm to the appropriate govemmental unit ^— �
is required prior to obtaining a sanitary permiL Note:Application forms for state-owned POWTS are submit[ed to Project Address(if difterent than mailing a (/J
the Department of Safety and Protessional Services.Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law,s. 15.04(t)(m),Stats. 3Q C�'1 � ��m� �� �
I.Application Information-Please Print All Information O 7 ct
Property Owner's Name Parcel#
Fu���.�ooa C��- o�-�- 53g� ,y 3 ao �
Property Owner s Mailing Address Property Location
9 C,'`I(. N KC V C �---�
City,State 7.ip Code Phone Number
'�0. W0.1'G� � wT 5'y8b 3 ��<, sl�.� '/o, Section�
II.Type of Building(check all that appty) Lot# T 3 8 N R -�or
�IorZPamilyDwclling-NumberofBedrooms � SubdivisionName
Block# �� 0.� o,��
❑Public/Commercial-Describe Use �
❑Cityof ---
❑State Owned-Describe Use CSM Number ❑Village of
�--- fS`Town of�c�__�_L•a��-2.
IIL Type of POWTS Permit:(Check either"New"or"Replacement^and other applicable on line A. Check one box on line B.Complete line C i
a licable.
�� �lew S stem �
y ❑ Replacement System ❑Other Moditication to Cxistmg System(explain) ❑ Additional Pretreatment Unit(explain)
B' ❑ Holding Tank �In-Ground �j(�O�hL� ❑ At-Grade g yp ( P )
❑ Mound ❑ Individual Site Desi n ❑O[her T e ex lain
(conventional)
��• ❑ Renewal Before �Revision � ❑Change of Plumber ist Previous Permit Number and Date Issucd
❑Transfer to New nwner
Expiration � �3�� �� � Z�
IV.DispersaVTreatment Area and Tank Information:
Design Plow(gpd) Design Soil Application Rate(gpd/s� Dispersal Area Required(sfl Dispersal Arca Proposed(s� Systcm Llevation )
�oa � . 8 C�..��) 75�b Caa�►� ('��� S ��?.�.
Capacity in Total k of Manufa rer ,�
Tank Information Gallons Gallons Units � ,� D � o v u
New Ianks Existing"I'anks � o v � � � � �
CA I"�(3� a U in �, v� u. U a.
Sep[ic or Holding Tank �1�}^� _ � j �
a J v
Dosing Chamber �•�,Cb —„ •7 S� /'�"�C K�
,7 Cr
V.Responsibility Statement- 1,the uodersigned,assume responsibility for installation of the POWTS shown on the attached plans.
Plumbers Name(Print) Plumbcr's Signatur�. MP/MPRS Number f3usiness Phone Number
Tc�a..►:s �1-1ec���1d =-�--_ cp�a 8�g 7is- G3y -�i7 (o
Plumber's Address(Street,City,State,Zip Code)
1�13 4l01:� S�-a-�c 2aa.d 77 �-�� �a.rd, (.v=. SY t3 Y3
VI.County/Department Use Only
�A r � ❑Disapproved Permit F'ee Date Issued Issuing Agent SignaCure
�� ❑Owner Given Reason for Denial $�'� �(3� I '� �'�"�"""-`-'"� '" "
Conditions df Approval/Reasons for Disapproval
o � ������i`�
� � t�at�_�.�3���� _._,._._.....�., !� �
� ■� ' ��� '---� �J
Ch` I�q.s ._ H____�_ �U� 2 � x0� ,
�- ----;
C S� �-o� -- � s s �:. Nec�..�p�or l d # 3 i 9 a s.��r'NY�� �� ;�:�
�ONII�iG r�C��i � „
Attach to complete plans for the system and submit to the Counry only on paper not less an 8�/z x 11 inches in size
NO RCFUNDS AFTER
SBll-6398(R.03/22) ISSUE OF PE�"tN11T a�q b�{
GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Owner Info . . _ -
Project Name: Futurewood Corp-County Hwy F
Owner's Name: Futurewood Corp
Owner's Address: 9676N Kruger Rd
Hayward,WI 54843
ro�ferty Info
Property Address: 3842N County Hwy F
Legal Description: NW SW S 14 T 38 N R 9 W
Township Sand Lake County: Sawyer
Subdivision Name:
Lot Number: Block Number: CSM#:
Parcel I.D.Number: 026-938-14 3201
Plan Transaction No.:
n ex Pages
Page 1 Index and title Page 9 Plot plan
Page 2 Data entry Filter specifications
Page 3 GeoMat dist.cell drawings&calculations
Page 4 Lateral and cell cross section
Page 5 Management&contingency
Page 6 Maintenance&specifications Pump Specifications _
Page 7 Tank cross sections
Page 8 Distribution media
Travis Butterfield License Number: 652879
Date: 08/21/22 Phone Number: 715-634-8176
Signature:/�.�%�
Designer� State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMat In Ground Component Manual Ver.June 26,2018 Version
Page 1 of 10
In G�ound and Dosing Distribution Component Design
Site Information `
R Residential or Commercial Design N ISD Required7
400.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 1.5 = 150%)
600-00 Design Flow(gpd)
2.00 Site Slope(%)
96.75 Prop. System Elevation (ft)
, 48.00 Depth to Limiting Factor(in)
0.80 In-situ Soil Application Rate (gpd/ft2)
98.75 Lowest Original Grade Ele. In System Area(ft)
100.00 Highest Original Grade Ele. In System Area (ft)
'43.�: 94.75 Limiting Factor Elevation (ft)
1.75 Depth Below Grade
stribution Cell Information
3.25 Cell Width (ft) 2 Number of Cells
2.00 Dispersal Cell Design Loading Rate (gpd/ft�)
2 Influent Wastewater Quality (1 or 2)
�stribution Information
E Center or End Manifold, Dist Box or Drop Box
� Number of Laterals System dosed Y
3.00 Lateral Spacing (ft)
13.70 Forcemain Drainback (gal) Does the forcemain drain back? Y
0.50 Forcemain Filter Loss (ft)
2.00 Forcemain Diameter(in)
84.00 Forcemain Length (ft)
81.25 Inside Pump Tank Elevation (ft)
3.50 System Head (ft) x 1.3
17.60 Vertical Lift(ft)
1.39 Friction Loss(ft)
22.99 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpmj
73.70 Minimum Dose Volume (gal)
25.00 System Demand (gpm)
anufacturer fnformation
Treatment Tank Information Effluent Filter Information
1250.00 Septic Tank Capacity (gal) Lifetime Filter LLC Filter Manufacturer
Wieser Concrete Products, Inc. Manufacturer LT 1/8 Filter Model Number
Dose Tank Information Gallons/Inch Calculator(optionalj
773.76 Dose Tank Capacity(gal) 773.76 Total Tank Capacity (gal)
16.12 Dose Tank Volume (gal/in) 48.00 Total Working Liquid Depth (in)
Wieser Concrete Products, Inc. Manufacturer 16.12 gaUin (enter result in cell DoseTankVolume)
Project: Futurewood Corp-County Hwy F Page 2 of 10
In Ground Plan View
2 cell S�coYvlat
R
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., 0000� 00000000000000 � � � 0000000� � � � � � 00000000� �
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alculations
I ft A 3.25 ft Basal Area Required 750 ft1
K 1 ft B 60 ft Basal Area Pro osed ft2
S 1.00 ft L 62 ft -j7 �
W 12.50 ft
Basal Area Calculation GeoMat Dis ersal Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
600 0.8 gal/sq fl/day 600 2.00 gal/sq futlay
Total 750 ft Total 300 ftZ
Pro osed 390 k2
Number of Cells 2 GeoMat Width 3.25 ft
Cell Length ft Lineal Feet of GeoMat Required 92.3
Min. Cell Len th 462 ft Lineal Feet of GeoMat Pro osed 120
Cell Spacin 1.00 ft NOTE- Min S dimension= 1'
S stem Elevation 96.75 ft
Limitin Factor 94.75 ft
Separation 2 ft 2•Min
Directions
Play with cell length to get desired cell spacing. length and width Remember system SHOULD he Icnger than d is
wide. It must also Satisf basal loadin rate and GeoMat cell loadin rate
Project: Futurewood Corp-County Hwy F Page 3 of 10
End Connection Lateral layout Diagram
/� /��
J : �_� ) � � � ��' l���l ll V�.� J l� S.i J� _ �
� -. , ,�V C=� �`, C,1 �,�J i.i t ' C 'J_�
. . _�+..,ti.....� � �.%r�'_li l "� u�.._ _ _ .. . _
_ _ , ��: t ` .�..'�1.. �J V� ,��� V `-+.�-,
�7 C� �� J,- (_;��., C) C, .
_ ,,,� :� O,.Ji.� �`'' � � J
- � � ��"�J r� '- rJ�.
1
l,i�, , -.`_� �.- �L
,., � - - . - - - ^ J ;`f,` C — - - - -
�� l tJ i�\J t . . . . � ' � - � � v �i.� . .. - _
�
;l'f � J t � � ) t "�`"J v i:�G�.`i L," '�_
�:-,,,�0�"C'`C,. "O�Or,; � O O O v V G r,� .
, c� � ; � �
��� � � O ' .> > , .
�-v_� �)`v . � � � O O O O O_C� ..r_� �_
� t �. �' � ��.,, - ., � �_G O C O U .. �_
Hole spacing is every 12" , 1/2" hole at 4 & 8 O'clock, staRing 4 O'clock 6"from end and
8 O'clock Holes at 12" from end.
Lateral Spacing 3.00 ft Pipe Diameter 2.00 in
__. ... ,
is on e ross� ec `on.
100 ft � Finiched C_.n�1c rV'Y \V'�!' Y W V'
'; .: ',`.: QIEQS�tlhoO
I COlQlE00�Ed . �`. �� � Bac►fi6 ' � ��.: �I�EVCI
12'-48
1.75 ft — � _ •.
�— : �.. -T �
2 in pgitIJia: � ��x • `` p�
P' e
�� Ra �
Top of geomat to be at o ^�!'�""�"'^ � GfA MA1
below original grade � 1 � I � I � 2.��33 C� I � I , I � I � I Camponm2
Infil�ve Svrfice
� _ _ � _ �NA'T1VE�SOIL= � _ - J�
i� �_ _ � _ �
K� _ _ _ � _ _ ,_ � �� � ._ _ Lir_i�p F�cmr
�, 4
ervat�on�ipes
���
100 ft F�d°ide
�
i �
' a•armn�.
12" Min. �
48" Max. I
see
Toiltl Fl:uiec j �Rc6ar
�Il`$$.
^u..m � :crall n
., ':. . — mcafrs
r _!_
OECMAI' �� F
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i i i � i i_L i r i � i i � i i � � � i � i � i i i i i
i i i � � i '�i i i � i i i i i i i i i � � i � i � i i
i � t i i ��VATEt CIASET C0 LAR i i i � i �{�/8'.Mm Du T � � � � � � � i i I i � i i i i
ii � i � . — �,' . .' , �i�iii � i ii � ii � � � i � i � ii � �
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1 1 1 I 1 I I 1 I � I : : i i , . I i I 1 1 1 1 I 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 I 1 1 1
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I�1���1�1�1�1�1�1�1�1�1�1�1�1 I 11�111�1�1�1�1 I�I�I�I�I�I�.�I�:�I�I�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1���1�1�1�1�1�1�1
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i i i � � i � i i � � � i i i i � � � � �lY A32M G33�wd�dc i i r i t � � � i � i i i i i i i i i i i i i i i � i
i i i i i i i � � � � i i i i i i i i � � i t i i � � � � i i i i � i i i i i i i i i � i � i i
1 I I 1 I 1 1 1 1 1 I 1 1 I I 1 1 I 1 1 I T 1 1 1 I 1 1 1 1 I 1 I 1 I 1 1 1 I I I 1 1 I 1 1 I 1 1
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1�1�1�1�1�1�1�1�1�1�1�1�1���1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1���1�1�1���1�1�1�1�1�1�1�1�1�1�1�1�1�1���1�1�1�1�1�1�1�1�1�1�1�1�1�
�1'I�1�1�1�1�1�1�1�1�1 1�1�11111'1�1,1�1�1'1�1�1'1�1�1'i,1�1�1�1'1�1�1�1�1'1�1�1�1�1'111�1,1�1�1'I�1�1�1�1�1�1�1'I�1'1't,l'1'I�1�1
96.75 ft
Project: Futurewood Corp - County Hwy F Page 4 of 10
Notes/Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater(POWTS)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis.Admin_
Code,the in-Gmund Soil Absorption Component Manual for Private Onsite WastewaterTreatment Systems Version 2.0 SPS-10705-P
(N.01/01). GeoMat in gmund Component manual Version 1.
1.This POWTS has been designed to accommodate a maximum daily flow of 60Q,7QRons of wastewater per day. The quality of
influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following.
A monthly average of 30 mg/L fats,oil and grease
A monthly average of 220 mg/L BODS
A monthly average of 150 mg/L TSS
Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement
standards and preventative action limits specified in ch.NR 140Tables 1&2 at a point of standards application,except as provided in DSPS
383.03(4),Wis Admin.Code.
2.The owner of this POWTS is responsible for system operatfon and maintenance.
3.Defects or malfunctions identifed dunng maintenance described above shall be repaired in conformance with SPS383 Wis.Admin.Code,
and the pertaining county Private Sewage Systems Ordinance. The users manual,provided to the owner of the POWTS includes the names
and telephone numbers of the properly licensed individuals to contact for such repairs.
5.No product for chemical or physfcal restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept.
of Commerce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWTS is replaced,or its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code.
NOTES
Two Effluent Filters to be fnstalled where possible 1 to be installed in ST,and or 1 in pump tank in
order to insure particle size less than or equal to 1/8". Filters should be cleaned once in spring,and once in fall.Also,strainers in sinks in
the building shall be mafntained,so that solids and fats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be installed.These pipes shall be located approximately at the end of each cell.
The plumber,or county shall see to it that a copy of these plans Including this page,mafntenance folder,and maintenance agreement is
given to the homeowner.
This system may contain a dose chamber. If a pump,float,electrical outage causes the dose tank to fill,the homeowner should see to it that
the efFluent level in the tank is brought down gradually and not all dosed to the system at once.One large dose could cause damage-
Contact a pumper or your installer if thls problem occurs.
The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E.spread laundry
out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A.Septic Tank Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component.
Leaks in the joints between manhole risers or covers shall be repaired by replacing faWty seals with approved materials to make joints water-
tight.
B.Outlet Filter.The outlet fiter shall be replaced or repaired when it is either no longer capable of preventing the discharge of parlfcles larger
than 1/8 inch or when it has bewme permanently degraded by clogging so as to interfere with the design flow out of the septic tank.
C.Dosing chamber and pump.The dosfng chamber shall be replaced if any structural failure is found.Leaks in joints between manhole
risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-tight The pump and controls shall be
replaced when they are no longer capable of tunctioning according to the design plan.
D.Pressure Distribution Piping_Partial clogging of the distribution network may result in unduty long dosing cycles The ends of the
distribution laterals may be exposed and the threaded end caps removed.The piping can be disconnected on the outlet end of the pump.
The distribution piping may then be back flushed to cleanse any accumulated matter from the piping.It is recommended that the dosing
chamberthen be pumped by a licensed plumber.
E.Soil Absorption Cell.The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard
created by the effluent.All failures created by sudace dfscharge shall immediately be reported to the appropriate county.The pump shall
then be Immediately disconnected to prevent further discharge to the gmund surtace via the soil absorption cell.The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved.The
replacement shall be initiated only after any necessary plan approvals have been obtained trom the
appropriate plan review authority and the required sanitary permd is obtafned from the county.
Project: Futurewood Corp-County Hwy F Page 5 of 10
In G�ound System Maintenance and Operation Specffications
Servfce Provfder's Name Travis Butte�eld Phone (715)634-8176
POWTS Regulator's Name Sawyer County SPIA-Zoning Administration Phone (715)634-8288
Svstem Flow and Load Parameters
Design Flow- Peak 600 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow-Average 400 gpd Maximum BODS 30 mg/L
Septic Tank Capacity 1250 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 195 ft Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu1100 mL
Service Frequencv
Septic and Pump Tank Ins ect and/or service once eve 3 ears
Effluent Filter Ins ect and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test eriodicall
Pressure System Laterals shouid be flushed and ressure tested eve 3 ears
In Ground Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30.1, have a watertight cap
and are secured in as shown in ihe GeoMat In Ground Component Manual Ver. March 20, 2017.
2. Dispersal cell media conforms to GeoMat produds approved for use with the GeoMat In Ground Component
Manual Ver. March 20, 2017. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code.
4. Scarification of basal area is accomplished with a rake or other tool.
5. All disturbed areas wili be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Tum-up Detail
6-8"Diameter Finished Threaded Cleanout
Lawn Sprinkler Grade \ Plug or Ball Valve
Box \
�
Lateral Ends at Last Orifice Where
��. Long Sweep 90 or Two
�45 Degree Bends Same
- Diameter as Lateral
~Distribution Lateral� � Lateral Cleanout �
94.75 Feet
Project: Futurewood Corp-County Hwy F Page 6 of 10
PAGE�S OF�
GRAVITY-DOSED -�� o ,� � o
SEPTIC / PUMP TANK SPECIFICATIONS '-
4"OVen�Pipe (No Scale)
>10 fl fmm
Building Elecldral musl comply wilh
12"Min.or 2.0 H above COMM'I6 and NEC 300
Eslablished Fload Elevetion Erzlend manhole nser as necessary.
(ryq��) Wealhe�proof
Approvetl Junction 8ox
Vent Cap APP���Loticing Manhole
IMPORTANT: ��+'��h Waming Label Atlached
Anchor[ank(s)as necessary �ryP����
pursuant ro SPS 383.43(8)(g) —co�a�a
4"Min.or 20 fl a�ove
Eslablished Fiood Elevaeon
Mv��p
�AiNghl Seal '
Finished Grade puick Disconnecl
18"Min.
CAPACITIES @ 16.12 gal/in y .- �'�P'���
Depth (in) Volume(gal) • a �
* ; —
A 29.42 474.25 i �P ��^oP����������^^
� ApP�ovetl Pipe 3 tl omo
B 2.0 32.24 I Liquid Hae s iryPc�o��w
Depth Force Main
� �� Filter•
[C] 4.58 73.83
q�a� - 'Install and maintain pursuant
� �2.0 193.44 B �� to manufacturer's instrucoons.
r� � PUMP-OFF
* 48 � PumP �orr ELEVATION = $2.25 ft
Pump Tank Liquid Level = in �
° INSIDE BOTTOM
Force Main Diameter = $ in c°""�'e
B�°� ELEVATION = $��25 ft
3"Appmved Bedding Matenal Benealh Tank
Force Main Length = �ft
Force Main Void Volume = 13�69 gal
[C] Total Dose Volume (TDV) = 73�,6`� gal/dose
�
(<0.2X design Now+force main void volume)
Vertical Lift = �5��5 ft
PUMP TANK: SEPTIC TANK(S):
Volume = 773.76 gal Total Volume = �250 gal
Manufacture ieser Concrete Manufacturer(s): Wieser Concrete
Pump Manufacturer: Liberty
Install approved force main filter pursuant to
Pump Model: 283 manufacturer's instructions.
(See altached pump curve.)
Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Simtech
Controls/Alarm Model: Tank Alert EZ
Filter Model: STF100
Float switches containinq mercury are prohibited.
�� W1250/750-MR
o TANK SPECIFICATIONS � �
1]` a d
I� 155" DIMENSIONS: i �
WALL: 2 1/2° � o
� BOTTOM: 3" a a
n- MANHOLE: 24" I.D. PRECAST CONCRETE RISER �
HEIGHT: 66" O.D. u
LENGTH: 155" O.D. '
— WIDTH: 86" O.D.
� � BELOW INLET: 53" O.D. � w �
4" CAST-A-SEAL LIQUID LEVEL: 48" N � o
4" CAST-A-SEAL �IGHT: 14,860 LBS. SEPTIC
mq4" � i INLET AND OUTLET: w o
� O� 4" CAST-A-SEAL BOOT OR EQUAL ,� � �
tA TYP GASKET, CAST-A-SEAL B00T OR EQUAL } � �
\ � � INLET AND OUTLET BAFFLE AND FILTER: m � �
FILTER OR WISCONSIN, SEE DETAIL �10 � � �
\ BAFFLE / (OTHER STATES SEE CHART) � Q �
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_ LIQUID CAPACITY: 27.66 GAL/IN (SEPTIC) W n
16.12 GAL/IN (PUMP) � N
LOADING DESIGN: 8' 0° UNSATURATED SOIL W
TOP VIEW � �
MN TANKS: � Y �
WILL HAVE ONE VENT OVER OUTLET 0 � d�-
AND WILL HAVE TWO VENTS IN COVER OVER INLET � o �
cn o 4° VENT TANK CAN BE USED AS: � s N
Q� SEPTIC/SEPTIC, SEPTIC/PUMP �
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COVER: MIX DESIGN ;y8 (NO FIBER) � i �
TANK: MIX DESIGN p10 (STRUCTIlRAL FIBER) = �
CUSTOMIZED TANKS: iO
WLET - - _ _ _ _ OUTLET FOR CUSTOM TANKS CONTACT WIESER CONCRETE � 3
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PUMP PAD NSTOMER:
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JOB NAME: �
SIDE VIEW DATE NEEDED:
SHEET N0.
APPROVED BY: /
APPROVAL DATE: 1 OF
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS � �
GeoMat Distribudon Celi tlMdia Layout
325 Cell Witlth(k) 2.63 Sitlewall to Lateral(ft)
Distribution Cell Cross-section Arra�gements
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O Distributi0n Pipe
GeoMat is covered with approved geote>1ile fabric as per Ihe their product approval.
Distribution Cell Plan View Layout-Typical
325 Cell WiMh-A(ft) 60.00 Cell Length-B(R)
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Prqect Futurewood Corp-Counry Hwy F Page 8 of 10
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