HomeMy WebLinkAboutExhibitThis instrument was prepared by:
Name: Colin Henderson
Address: T.Y. Lin International, Inc.
201 Alhambra Circle, Suite 900
Coral Gables, FL 33134
(Space reserved for Clerk)
COVENANT RUNNING WITH THE LAND IN FAVOR
OF MIAMI-DADE COUNTY, FLORIDA, REQUIRING
INSTITUTIONAL AND ENGINEERING CONTROLS
AT REAL PROPERTY LOCATED AT 3400 GRAND
AVENUE, MIAMI, MIAMI-DARE COUNTY, FLORIDA.
The Owner, City of Miami, holds the fee simple title to the parcel of real property
legally described as set forth in Exhibit A, attached hereto and incorporated herein by reference,
and located at 3400 Grand Avenue, Miami, Miami -Dade County, Florida, and furthermore
identified for ad valorem tax purposes by all of Folio Number 01-4121-007-4620 (hereinafter
referred to as the "Property"), hereby creates a covenant pursuant to Section 24-44 (2)(k)(ii) of
Chapter 24, Code of Miami -Dade County, Florida, on behalf of the Owner, heirs, successors,
grantees and assigns, running with the land to and in favor of Miami -Dade County, a political
subdivision of the State of Florida (hereinafter referred to as the "County"), its successors, grantees
and assigns, pursuant to Section 24-44 (2)(k)(ii) of Chapter 24 of the Code of Miami -Dade County,
Florida, with respect to the Property as follows:
The Owner covenants and agrees to the following:
A. The Owner of the Property has elected to implement institutional and engineering controls
1
on the Property to obtain approval for a No Further Action with Conditions proposal pursuant to
Section 24-44 (2)(k)(ii) of Chapter 24 of the Code of Miami -Dade County, Florida. The
institutional and engineering controls that are applicable to the Property have been initialed as set
forth below. These institutional and engineering controls afford a level of protection to human
health, public safety and the environment that is equivalent to that provided by Section 24- 44
(2)(f}(i) and Section 24-44 (2)(f)(ii) of Chapter 24, Code of Miami -Dade County, Florida. The
applicable institutional and engineering controls are set forth as follows:
1. X The Property shall not be used for residential purposes.
2. X The Property shall not be used for a children's nursery, children's day care center,
children's school, children's camp, or any other similar facility.
3. _ Groundwater from the Property shall not be used for drinking water purposes.
4. Groundwater from the Property shall only be withdrawn for monitoring of
pollution.
5. X Contaminated soil, as delineated in the Site Assessment Report dated July 3,
2014 and December 3, 2014 and approved by the Director of the Miami -Dade
County Department of Regulatory and Economic Resources, Division of
Environmental Resources Management, its successors or its assigns, shall not be
removed from the Property without prior written approval of the Miami -Dade
County Department of Regulatory and Economic Resources, Division of
Environmental Resources Management its successors or its assigns. The Site
Assessment report is summarized in Exhibit B, which is incorporated by reference
and the Site Assessment Report shall remain on file with the Miami -Dade County
Department of Regulatory and Economic Resources, Division of Environmental
Resources Management, or its successors or assigns.
2
6. X Other applicable institutional controls as set forth below:
The property shall remain a park. Any excavation or work that disturbs the
surface cover shall require review and approval from Miami -Dade County
Department of Regulatory and Economic Resources, Division of Environmental
Resources Management and any soils excavated shall be properly disposed or
characterized through analytical sampling for Miami -Dade County Department
of Regulatory and Economic Resources, Division of Environmental Resources
Management review of proposed re -use alternatives. Nothing herein shall limit
any other legal requirement regarding construction methods and precautions that
must be taken to minimize risk of exposure while conducting work in
contaminated areas.
7. X Engineering controls, detailed in the Engineering Control Plan dated August
2015 and approved by the Director of the Miami -Dade County Department of
Regulatory and Economic Resources, Division of Environmental Resources
Management. The Engineering Control Plan is summarized in Exhibit C, which
is incorporated by reference and the Engineering Control Plan shall remain on
file with the Miami -Dade County Department of Regulatory and Economic
Resources, Division of Environmental Resources Management, or its successors
or assigns.
B. Prior to the entry into a landlord -tenant relationship with respect to the Property, the
Owner agrees to notify in writing all proposed tenants of the Property of the existence and
contents of this Covenant.
C. For the purpose of inspecting for compliance with the institutional and engineering
controls contained herein, the Miami -Dade County Department of Regulatory and Economic
3
Resources, Division of Environmental Resources Management, its successors or its assigns,
shall have access to the Property at reasonable times and with reasonable notice to the Owner
of the Property, In the event that the Owner does not or will not be able to comply with any of
the institutional and engineering controls contained herein, the Owner shall notify in writing
the Miami -Dade County Department of Regulatory and Economic Resources, Division of
Environmental Resources Management, its successors or its assigns, within three (3) calendar
days.
D. This Covenant may be enforces by the Director of the Miami -Dade County Department
of regulatory and Economic Resources, Division of Environmental Resources Management, its
successors or its assigns, by permanent, temporary, prohibitory, and mandatory injunctions as
well as otherwise provided for by law or ordinance.
E. The provisions of this instrument shall constitute a covenant running with the land, shall
be recorded, at the Owner's expense, in the public records of Miami -Dade County and shall
remain in full force and effect and be binding upon the undersigned, their heirs, legal
representatives, estates, successors, grantees and assigns until a release of this Covenant is
executed and recorded in the Public Records of Miami -Dade County, Florida.
F. This Covenant is to run with the land and shall be binding on all parties and all persons
claiming under it for a period of thirty (30) years after the date this Covenant is recorded, after
which time it shall be extended automatically for successive periods of ten (10) years each,
unless the Covenant is modified or released by Miami -Dade County.
G. Upon demonstration to the satisfaction of the Director of the Department of Regulatory
and Economic Resources, Division of Environmental Resources Management, its successors
or its assigns, that the institutional controls and engineering controls set forth in this Covenant
4
are no longer necessary for the purposes herein intended because the criteria set forth in Section
24-44 (2)(k)(i) of Chapter 24 of the Code of Miami -Dade County, Florida have been met, the
Director of the Department of Regulatory and Economic Resources, Division of Environmental
Resources Management, its successors or its assigns, shall, upon written request of the Owner,
release this Covenant.
H. The Owner shall notify the Director of the Miami -Dade County Department of
Regulatory and Economic Resources, Division of Environmental Resources Management, its
successors or its assigns, within thirty (30) days of any conveyance, sale, granting or transfer
of the Property or portion thereof, to any heirs, successors, assigns or grantees, including,
without limitation, the conveyance of any security interest in said Property.
I. The term Owner shall include the Owner and its heirs, successors and assigns.
(FOR SIGNATURES SEE NEXT PAGE)
5
IN WITNESS WHEREOF, the undersigned, being the Owner of the Property, agrees
to the provisions of this Covenant, hereby create same as a Covenant Running with the
Land in favor of Miami -Dade County, Florida, and set their hands and seal unto this Covenant
this day of
MTJNICIPALITY
WITNESSES:
Sign City of Miami
Print Sign
Sign Print
Print Title
Sign Address
Print
(corporate seal)
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
The foregoing instrument was acknowledged before me this day of
by , as
of , Inc., a
Florida corporation, on behalf of the corporation. He or she is personally known to me or
has produced as identification and who take an oath.
NOTARY PUBLIC:
Sign
Print
State of Florida at Large (Seal)
My Commission Expires:
6
Exhibit A
Legal Description
LEGAL DESCRIPTION OF PROPERTY
Lot 22 and the West % of Lot 21. Block 28 of "FROW HOMESTEAD" according to the plot
thereof as recorded in Plat Book B, Page 106, of the Public Records of Miami -Dade County,
Florida.
1
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Exhibit B
Soil & Groundwater Analytical
Data Summary
Soil and Groundwater Site Assessment Summary
Introduction
Initial investigation conducted on December 3, 2013 detected the presence of solid waste (i.e.,
broken glass) within the park boundaries that may have been associated with deposits of
incinerator ash discovered at other City parks. Soil samples were collected from two locations
within the park that showed evidence of solid waste (glass) from the 0 - 0.5 foot (ft) interval. The
sample results revealed concentrations of arsenic and barium in excess of the residential soil
cleanup target levels (SCTLs).
On May 14, 2014, five (5) soil borings (SB-1, SB-2, SB-3B, SB-4 and SB-5) were advanced down
to the natural limestone (approximately 4.0 ft below land surface [BLS]) to visually characterize
and delineate the horizontal and vertical extent of potential buried waste in the park. The drilling
activities were conducted by NV5 Inc., a Florida -licensed environmental drilling company, using
a tripod split spoon sampler. Due to limited exposed soil area, soil borings were located in available
planter areas. Figure 1 shows the soil boring locations. Visual observations from SB-2, SB-4 and
SB-5 showed incidental (<1%) evidence of solid waste and inert fill, such as broken glass and
brick/tile fragments, down to approximately 2.0 feet BLS.
Ten (10) soil samples (two (2) from each boring) were collected for laboratory analysis for the
Resource Conservation and Recovery Act (RCRA) Metals (Arsenic, Barium, Cadmium,
Chromium, Lead, Mercury, Selenium and Silver), Antimony, Aluminum, Copper and Iron to
evaluate impacts to the soil in the 0 — 0.5 ft and 0.5 — 2.0 ft intervals.
Based on the soil analytical results, a temporary groundwater monitoring well (MW-1) was
installed on November 12, 2014. MW-1 was installed between SB-2 and SB-5, soil borings which
exhibited the highest contaminant concentrations during the previous sampling event. The well
was constructed of one -inch diameter schedule 40 PVC pipe, with 10 ft of 0.010-inch slotted -
screen to intercept the water table (approximately 11 feet BLS). The annular space of the well was
filled with 6/20 grade silica sand and capped. The total depth of MW-1 is 19.5 feet, screened from
9.5 feet to 19.5 feet. After completion of the temporary monitoring well it was developed and
allowed to stabilize for a minimum period of 24 hours prior to sampling. A groundwater sample was
collected on November 14, 2014 and submitted for Arsenic, Barium, and Lead analysis.
Analytical Results
Ten (10) soil samples were submitted for laboratory analysis composited from the 0 - 0.5 ft and
0.5 — 2.0 ft interval at each sample location. The soil analytical results, summarized in Table 1,
revealed levels of arsenic above the Miami -Dade County Chapter 24 SCTL residential criteria of
2.1 mg/kg in all samples analyzed. The concentrations varied from 2.5 mg/kg in SB-2 (0-6") to
25.9 mg/kg in SB-5 (0-6"). In addition, barium above the Miami -Dade County Chapter 24
residential SCTL of 120 mg/kg was found in SB-2 (6"-24"). No other metal was reported above
the residential SCTL. The distribution of these contaminants is shown in Figures 2 and 3.
TABLE 1
Soil Analytical Results
May 14, 2014
Parameter
(mgfkg)
SB 1
(0-6")
SB 1
(6"-24")
SB 2
(0-6")
SB 2
(6"-24")
SB 3B
(0-6")
SB 3B
(6"-24")
' S8 4
(0-6")
SB 4
(6"-24")
SB 5
(0-6")
58 5
(6"-24")
Regulatory
Criterialentl-
�p51(al
Aluminum
2040
2320
1290
2190
1890
2260
1460
1580
2150
1800
80000
Antimony
2.83
1.35
0.818
1.48
0.622
0.509
0.618
0.618
0.858
0.429
27
Arsenic
2.88
4.71
2.5
15.4
4.77
4.22
4.27
5.92
25.9
12.7
2.1
Barium
21.0
80.7
54.8
276
59.6
89.1
41.6
88.5
81.0
55.8
120
Cadmium
0.367
0.651
0.577
1.67
0.726
0.713
0.669
0.926
0.590
0.429
82
Chromium
8.8
11.4
10.4
20.2
12.6
11.0
12.9
12.9
19.7
13.0
210
Copper
14.3
27.3
34.0
126
29.6
27.3
30.1
38.0
46.4
23.5
150
Iron
2950
5040
2410
25600
3570
4200
4580
3730
5310
3580
53000
Lead
52.2
113
49.5
357
91.8
125
62.3
116
90.6
73.0
400
Mercury
0.149
0.341
0.156
0.463
0.387
0.437
0.218
0.511
0.131
0.153
3
Selenium
0.733
ND
0.481
ND
0.726
ND
0.566
ND
0.858
0.858
440
Silver
0.199
0.185
1.64
0.800
1.29
0.377
1.23
0.823
0.520
0.359
410
Notes: mg/kg- milligrams per kilogram
Bold - Exceeds Residential SCTL
ND - Not Detected at the Laboratory Method Detection Limit
The groundwater analytical results for the three metals were reported as below method detection
limits. See Table 2 for a summary of the analytical results.
TABLE 2
Groundwater Analytical Results
November 14, 2014
Parameter (mglL)
MW 1
Groundwater
Cleanup
Target Level
Arsenic
0.0050u
0.010
Barium
0.0082u
2.00
Lead
0.0011u
0.0015
- Indicates the compound was analyzed for but not detected
Billy Rolle Domino Park
Site Assessment Report
Legend
Temporary Well
Soil Boring Location
FIGURE 1
SITE
PLAN
GRAND AVENUE
Parameter
(mg/kg)
SB 1
(0„-6„)
Alunrnum
2040
Antimony
2.83
Arsenic
2.88
Barium
21.0
Cadmium
0.367
Chromium
8.8
Copper
14.3
Von
2956
Lead
52,2
Mercury
0.149
Selenium
0.733
Silver
0.199
Parameter
S8 5
(mg/kg)
(0"-6")
Aluminum
2150
Antimony
0.858
Arsenic
25.9
Barium
81,0
Cadmium
0.590
Chromium
19.7
Copper
46.4
Iron
5310
Lead
90.6
Mercury
0.131
Selenium
0,858
Silver
0,520 -
Parameter
(mg/kg)
SB 3B
(0"-6")
Afurrinum
1890
Antimony
0.622
Arsenic
4.77
Barium
59.6
Cadmium
0,726
Chromium
12.6
Copper
29.6
Iron
3570
Lead
91.8
Mercury
0,387
Selenium
0.726
Silver
1.29
1 in = 20 ft
Parameter
(mgikg)
SB 2
(0„-6.)
Aluminum
1290
Antimony
0.818
Arsenic
2.5
Barium
54.8
Cadmium
0.577
Chromium
10.4
Copper
34.0
Iron
2410
Lead
49.5
Mercury
0.156
Selenium
0.481
Silver
1.64
I
cc
H
co
Parameter
SB4
(mgikg)
(p„-6„)
Aluminum
1460
Antimony
0.618
Arsenic_
4.27
Barium
41.6
Cadmium
0.669
Chromium
12.9
Copper
30.1
Iron
4580
Lead
62,3
Mercury
0.218
Selenium
0.566
Silver
1.23
Billy Rolle Domino Park
Site Assessment Report
Legend
Soil Boring Location
Parameter
(mg/kg)
Aluminum
Regulatory
Criteria -
Residential
80000
Antimony
27
Arsenic
2.1
Barium
120
Cadmium
82
Chromium
210
Copper
150
Iron _
53000
Lead
400
Mercury
3
Selenium
440
Silver
410
FIGURE 2
SOIL CONTAMINANT
DISTRIBUTION MAP
(0-6")
Parameter
(mg/kg)
SB 1
(6'-24 )
Aluminum
2320
Antimony
1.35
Arsenic
4.71
Barium
80.7
Cadmium
0.651
Chromium
11.4
Copper
27.3
Iron
5040
Lead
113
Mercury
0.341
Selenium
ND
Silver
0.185
Parameter
SB 5
(mg/kg)
(6"_24")
Aluminum
1800
Antimony
0.429
Arsenic
12.7
Barium
55.8
Cadmium
0.429
Chromium
13.0
Copper
23.5
Iron
3580
Lead
73.0
Mercury
0.153
Selenium
0.858
Silver
0.359
Parameter
(mg/kg)
SB 3B
(6'-24")
Aluminum
2260
Antimony
0,509
Arsenic
4.22
Barium
89.1
Cadmium
0.713
Chromium
11.0
Copper
27.3
Iron
4200
Lead
125
Mercury
0.437
Selenium
ND
Silver
0.377
1 in = 20 ft
GRAND AVENUE
Parameter
(mg/kg)
SB 2
(6"-24")
Aluminum
2190
_Antimony
1.48
Arsenic
15.4
Barium
276
Cadmium
1.67
Chromium
20.2
Copper
126
Iron
25600
Lead
357
Mercury
0.463
Selenium
ND
Silver
0.800
2
H
W
Parameter
(mg/kg)
SB4
(6"-24")
Alumnum
1580
Antimony
0.618
Arsenic
5.92
Barium
88,5
Cadmium
0.926
Chronium
12.9
Copper
38.0
Iron
3730
Lead
116
Mercury
0.511
Selenium
ND
Silver
0.823
Billy Rolle Domino Park
Site Assessment Report
Legend
Soil Boring Location
Parameter
(mlg/kg)
Aluminum
Regulatory
Criteria -
Residential
80000
Antimony
27
Arsenic
2.1
Barium
120
Cadmium
82
Chrorrium
210
Copper
150
Iron
53000
Lead
400
Mercury
_ 3
Selenium
440
Silver
410
FIGURE 3
SOIL CONTAMINANT
DISTRIBUTION MAP
(6"-24")
Exhibit C
Engineering Control Plan
Pr* �i1cipat ,„
Florida-.i e'rile 1 9't8
�''�""rrar�.clAd f:
T.Y. Lin International
Engineering Controls
Inspection and Maintenance
Billy Rolle Domino Park
3400 Grand Avenue
Miami, FL 33133
Project Number! B-30865
i i'LL:ti- Rk.)i IX
Prepared For:
LC1 ` F i
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* 1s[iII?
l
0
City of Miami
Miami Riverside Center
444 Southwest 2n6Avenue, 8th Floor
Miami, Florida 33130
Prepared by:
TYUNINTERNATIONAL
T.Y. Lin International
201 Alhambra Circle, Suite 900
Coral Gables, FL 33134
August 2015
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
T; '
Table of Contents
1 BACKGROUND 1
2 ENGINEERING CONTROLS 1
2.1 DEMOLITION/REMOVAL PLAN 1
2.2 1-FOOT OF CLEAN FILL & GEOTEXTILE FARBIC LINER 3
2.3 IMPERVIOUS PAVERS 6
3 REPORTING 8
4 CONTACTS 8
List of Figures
Figure 1: Demolition/Removal Plan
Figure 2: Engineering Controls
Appendices
Appendix A: Inspection and Maintenance Forms
Appendix B: High Visibility Nonwoven Geotextile Fabric Liner Details and Specifications
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
1 BACKGROUND
Billy Rolle Domino Park is the location of a community park, approximately 0.2 acres in size, with
paved paths, landscaped planters, picnic tables, and several sheltered domino tables. Soil sampling
conducted at Billy Rolle Domino Park revealed concentrations of arsenic and barium in excess of
residential soil cleanup target levels (STCLs). A Corrective Action Plan (CAP) was proposed and
completed in 2015 to implement engineering controls. The engineering controls consisted of one
foot of clean fill atop a high visibility nonwoven geotextile fabric inside the planters. Trees located
within the park boundary had contaminated soil excavated from around their roots to a depth of
1-foot and replaced with 1-foot of clean 70/30 soil around the roots. Figure 1 provides the
boundary and characteristics of the park.
The following sections describe the inspections necessary to maintain the engineering controls.
2 ENGINEERING CONTROLS
Engineering controls were constructed to limit exposure to underlying contaminated soils;
therefore, there should not be exposure to contaminated soils in the park.
DEMOLITION/REMOVAL PLAN
The area represented on Figure 1 by a yellow colored solid hatch referred to as "affected area"
was removed to a depth of 1-foot. Photos on the next page depict the removal of contaminated
soil within the planters.
1
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
YVf»UN!N7
Excavation of contaminated soil using machinery
Stockpile of contaminated soils
2
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
TY.i N ._
2 2 1-FOOT OF CLEAN FILL & GEOTEXTILE FARBIC LINER
The area represented by the area depicted in Figure 2 by a black colored solid hatch, referred to
as "clean fill", was placed to a depth of 1-foot atop a high visibility nonwoven geotextile fabric
liner (see Appendix B for details and specifications of this product). The fill layer atop the high
visibility geotextile fabric liner should be inspected for washout and erosion. Photos on
the next page depict the 70/30 clean fill and nonwoven geotextile fabric liner within the planters.
3
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
T L N
Placement of high visibility nonwoven geotextile fabric liner
Measurement prior to placement of 1-foot of clean 70/30 fill
4
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
TYLUNINT ATIONAi,..
Placement of 1-foot of clean 70/30 fill material
5
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
2.3 IMPERVIOUS PAVERS
This area is represented on Figure 1 by a brick patterned hatch referred to as "existing
pavers". The brick pavers should be inspected for visible wear or cracking. Photos below
depict the pavers within the park.
6
Billy Rolle Domino Park: Engineering Controls inspection and Maintenance
Brick Pavers within park
Brick Pavers within park
7
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
VL N
3 REPORTING
The engineering control (EC) shall be considered compromised when either the underlying clean fill
or the geotextile fabric is visible at any location subject throughout the area subject to the
engineering control. inspections and maintenance shall be performed on a monthly basis.
Observations should be recorded on Inspection and Maintenance Form 1. If "Yes" was answered
for any of the questions in Form 1, Form 2 shall be completed to describe the area of impact,
the specific impact identified and the remedy for the impact. Forms 1 and 2 are provided in
Appendix A.
Forms shall be completed with as much detail as possible. If remedial actions are required,
the inspector shall photo document impacted areas as well as the remediation. The
inspection form(s) and supporting documentation should be kept on -file and submitted
quarterly to the Engineer of Record for review prior to submittal to the Department of
Regulatory and Economic Resources — Environmental Resources Management (DERM).
CONTACTS
• T.Y. Lin International Coral Gables Office
• T.Y. Lin International Project Manager
Colin Henderson
• City of Miami Representative
Harry James
• City of Miami Parks and Recreation
Kevin Kirwin
• Miami -Dade County DERM
Wilbur Mayorga
(305) 567-1888
(305) 714-4037
(305) 416-1026
(305) 416-1320
(305) 372-6700
8
Billy Rolle Domino Park: Engineering Controls Inspection and Maintenance
T'lUNIV. NATONAL.
FIGURES
4
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ENGINEERING CONTROLS
FIGURE 1
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llo
A
APPENDIX A: INSPECTION AND MAINTENANCE FORMS
Billy Rolle Domino Park - Engineering Controls Inspection & Maintenance Form 1
Name:
Date:
Engineering Control - 1-Foot of Clean Fill
Area
Visible Wear or Erosion?
West Planter
South Planter
North Planter
East Planter
Center Planter
Additional Areas
Area/Engineering Control
Visible Wear or Cracking?
Pavers
Note: Inspection Form 2 must be filled -out and attached if the inspector answered yes in any
of the boxes above.
Billy Rolle Domino Park - Engineering Controls Inspection & Maintenance Form 2
Name:
Date:
Area of Impact
Describe Impact Identified
Describe Remedy
Date Remedy
Completed
APPENDIX B: NONWOVEN GEOTEXTILE FACBRIC LINER
DETAILS AND SPECIFICATIONS
NTPEP APPROVED-GTx-2013-0 1-030. US 205NW is a nonwoven needlepunched geotextile made of 100% polypropylene staple filaments. US 205NW resists
ultraviolet and biological deteriaradon, rotting, naturally encountered basics and acids. Polypropylene is stable within a pH range of 2 to 13. US 205NW will satisfy
the requirements as outlined in AASHTO M-2138-06 for Cass 1 applications and meets the following M,A.R.V. values except where noted:
PROPERTY
Weight -Typical
TEST METHOD
ASTM D-5261
ENGLISM
8,0 oz/sy
METRIC
271 g/stn
Tensile Strength,
ASTM D-4632
205Ibs
912 N
Etongauon @ Break
ASTM D-4632
50%
50%
Mullen Burst*
ASTM D-3786*
350 psi
2,413 kPa
Puncture Str-engdi*
ASTM D-4833*
130 lbs
579 N
CBR Puncture
ASTM D-6241
535 Ibs
2,381 N
Trapezoidal Tear
ASTM D-4533
85 Ibs
378 N
ApparentOpening Size
ASTM D-4751
80 US Sieve
0 180 mm
PerTnitbvity
ASTM D-4491
1,35 Sec-1
1.35 Sec-1
Water Flow Rate
ASTMD-4491
90g/train/sf
3,657limin?sm
UV Resistance @ 500 Hours
ASTM D-4355
70%
70%
ROLL SIZE
12,5' x 360'
16.0 in
ROLL DIAMETER
500 sys
AREA
270 Ibs
WEIGHT
iti*OKORMVING RE,F+1EW Shop Om
16.D in
500 sys
270 lbs
ENGINEERS
available): Mullen Burst Strength ASTM "?186 is no longer recognized by ASTM D-35 on oessynchectes as an
b ASTM D4533 is not recognized by ruASHtJ M268 and has been replaced with CBR ?Posture ASri4 in6241.
gccerioNi As NoTED
o ttlsv g� erence oiily and is not intended as a warranty or Guarantee. US Fahries assume_, no liability in connection with the use of this information {12015).
k�li 1i.3 1L� `
OOrtOT IN CONFORMANCE
►Y'�rv' of shop drawings for
with the design c icapt. Review shop t cs�vrier ,
gs or Cray,,,eats aha1i not be ocrctrued as
t y wing tot CONTRACTOR frost compliance with tie
pri;e0t p$af►s And -0£tfic.41 ranS, nor airtiJrtwoon
defiertiires therefrom, The CONTRACTOR lire mipevi-
Suite for details :r;ld ak•z: racy, tr.r ccr)4irrnin4 end
ec oa+eitting ail qu i+ `tries aflef d rriensione„ for fewl
fet.rication p+oce::eS, for techniques ot overtly and
Oprlgdructirxl, tor earforrning the *0* its Wilt MIPS,
alyd in accordance With tontriot documents,
qKs,
D cXti/A. /f2A- v1fah,f1Ty
Lc+ldYi" f` pilaus.
119tcs:Irrtc # 3904 Virginia Av nue 1 Cincinnati, OH 45227 (USA) Phone: 800-518-2290 i Fax: (513) 271-4420