NCD991278540_20050809_Weyerhaeuser Company_FRBCERCLA SAP QAPP_OU-1 Remedial Action Implementation Monthly Progress Report (July 2005)-OCR

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August 9, 2005
Integrated
Envi ronmen ta/
Solutions
30 Patewood Drive, Suite 100
Patewood Plaza One
Grecmille, SC 29615-3535
Telephone: [phone]
F:n.:: 864-281-0288
www.rn1ti11c.c1>m
Mr. Randy Bryant
Remedial Project Manager
rrurn@n " miE~-United States Environmental Protection Agency, Region 4
North Site Management Branch
61 Forsyth Street, SW
Atlanta, GA 30303-3 !04 SUPERFIJND
Subject: Operable Unit I (OU-I) -Remedial Action (RA) Implementation
Monthly Progress Report (July 2005)
Weyerhaeuser Company (Weyerhaeuser)-Former Landfill No. I Area
State Road 1565, Martin County, North Carolina
Dear Mr. Bryant:
On behalf of Weyerhaeuser, RMT North Carolina, Inc. (RMT), is submitting this progress report for the
month of July 2005 for the OU-1 RA activities at the above-referenced site. This progress report describes
the tasks initiated and completed during the month of July.
Construction Activities
Former Hogged Fuel Storage Area
Construction activities in the Former Hogged Fuel Area were completed during the month of May.
Approximately half of the contractor trailers have been relocated to the newly prepared area. The
remaining contractor trailers will be relocated during the month of August.
Borrow Areas
Soil is being excavated from the borrow areas and transported by dump truck to the Former
Landfill No. I Area for placement and compaction. All erosion and sediment control features are
being inspected and maintained in accordance with the North Carolina Department of
Environment, and Natural Resources (NC DENR) approved Erosion and Sediment Control plan. A
series of rock check dams have been constructed to remove sediment from the water that will be
pumped from the excavation as the project progresses. Weyerhaeuser is awaiting receipt of the
National Pollutant Discharge Elimination System (NPDES) permit from NC DENR.
Former Landfill No. 1 Area
Subgradc preparation of the Former Landfill No. I Area is approximately 80 percent complete. For
a portion of the subgrade, the cut and fill elevations were modified to prevent the necessity of
additional fill to meet the original subgrade elevations. A revised design drawing of the subgrade
elevations is provided as Attachment 1 to this letter. Subgrade preparation is expected to be
completed during the month of August.
l:\Wl'GVLIJ'Jl',()()..05115'D'J\L000511509-0l2.DOC
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Mr. Randy Bryant
United States Environmental Protection Agency, Region 4
August 9, 2005
Page 2
Gcotextile is being placed on the south portion of the landfill where subgrade preparation is
complete. Gcotextile testing is being performed in accordance with the Specifications. Testing
results are provided in Attachment 2.
Soil is being placed 14 to 16 inches in depth over the geotextile and compacted to 12 inches to
meet 95% of Standard Proctor. The soil cover is being placed in a single lift due to constructability
issues. The thicker lift better distributes the wheel loads over the soft subgrade and avoids
subgrade rutting. The thicker lift will also be more protective of the underlying geotextile. Trucks
transporting the soil to the Landfill No. I Arca require the support of a 12-inch compacted soil
base. However, adequate compaction (95% of Standard Proctor) and optimum moisture content
(±3%) are still being achieved in accordance with the Construction Quality Assurance Plan
(CQAP) and Specifications.
The soil cover is being tested as outlined the CQAP. Two grab samples of graded soils have been
collected and have been analyzed for grain-size, Atterberg limits, moisture content, and Standard
Proctor. In addition, field density testing has been performed for every 500 cubic yards of fill
placed. A summary of the field density testing is provided in Attachment 3. Other soil parameter
results are given in the following table.
Samnle #t 30 20/3 12.9 115.4
Samnle #2 31 NV/NP('l 10.7 119.1
"' Sandy soil. no value measured for liquid limit, no plasticity
During site preparation activities on June 8, 2005, an area of partially buried debris was discovered
along the northeastern boundary of the Former Landfill No. I Area. Six soil samples were
collected from this area on July 21, 2005, and Weyerhaeuser is awaiting analytical results on these
samples.
In addition, a water truck is being used almost continuously around the borrow areas and where the
trucks are traveling on the Former Landfill No. I Area to minimize dust at the site.
Daily Reports
Mr. Travis Tarbet of RMT is filling the role of resident construction quality assurance (CQA) representative.
As the CQA representative, Mr. Tarbet has been completing the daily summary reports as required by the RA
Workplanning Documents.
\:\WPGVL\PJT\00-05 l J51()9\UXXJ511509-0J2.DOC
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Mr. Randy Bryant
United States Environmental Protection Agency, Region 4
August 9, 2005
Page 3
Performance Monitoring Activities
The resident CQA representative is monitoring construction activities on a daily basis to evaluate
conformance with the engineering drawings. The RMT project manager, Mr. Mike Parker visited the site
along with United States Environmental Protection Agency (USEPA) on July 27, 2005, to inspect project
progress.
During subgrade preparation, geotextile installation and soil cover placement, performance monitoring will
be conducted in accordance with the CQA Plan and the Technical Specifications given in the RA
Workplanning Documents.
If you have any questions regarding this letter, please contact Bill Morris of Weyerhaeuser at 252/793-8494
or Mike Parker of RMT at 864/234-9462.
Sincerely,
RMT North Carolina, Inc.
7~ t:~v()J7~~,--p1
lvlichael B. Parker, P.E.
Senior Project Manager
Attachment
cc: Niles Testerman, NC DENR
Bill Morris, Weyerhaeuser Plymouth
l:\\\'PGVLIJ'Jno<).05i \5',09\L0Cl0~ I 1509-012.DOC
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Attachment 1
Updated Subgrade Drawing
I [:\WPGVL\J'JTl(X}.05115\09\LOOOSl 1509•012.DOC
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100 0 100
SCALE FEET
ENSArE a~ ~ R.CWtM J<ENnJCKr MIOIQ4N All$SfS5lppf
OHIO TENNaS££ a:r.ts SOUTH 01!ia.Wot --IDf-J?r-~ FAX ftW.DtWE.CQM
DATE
7/24/05
PROJECT NUMBER
0888800876
PROJECT
WEYERHAEUSER CO.
PLYMOUTH, NC
LANDFILL CLOSURE
NORTHERN LANDFILL
SUBGRADE CONTOURS
MEMPHIS, TENNESSEE
SHEET NUMBER
CAD FILE NUMBER
1-EXIST TO FINAL.dwg
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Attachment 2
Geotextile Testing Results
1:\Wl'GVLIJ'Jl',O().QS 115\09\LOOOS l lSO'J.Q!2.DOC
08109/2005 09:46 2555510347 EDCI PAGE 01 I
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I ■ SKAPS Industries (Nonwoven Division) Sales Office: 316 South Holland Drive Engineered Synthetic Prod µct Inc. Pendergrass, GA 30567 (U.S.A.) Phone: (770)564·1857 Phone (706) 693•3440 Fax [phone] Fax: [phone]
:J:,,'1~ E·rnail: [e-mail]
I July 16, 2005
Environmental Design & Construction
104 Wholesale Avenue
I Huntsville, AL35811
PO : 95117
BOL: 14706
I Dear Sir/Madam:
I
This is to certify that SKAPS GTlB0 is a high quality needle-punched nonwoven geotextile made of 100% polypropylene staple fibers, randomly networked to form a high strength dimenionally stable f.3bric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradatio . lne fabric is inert to commonly encountered soil chemicals. Polypropylene Is stable within a pH range
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of 2 to 13. SKAPS GTlB0 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V. l
Minimum Average Roll aluc
I Weigllt(Typical) ASTM D 5261 oz/sv < a/m2) 6.30 (214)
I Grab Tensile AsrM D 4632 lbs (kN) 203 (0.90)
Grab Elongation ASTM D 4632 % 50
Trapezoidal Tear ASTM D 4533 lbs (kN) 79 (0.35)
I Puncture Resistance ASTM D 4833 lbs (kN) 80 (0.36)
Permittivity* ASTM D 4491 sec·1 0.60 Wat~r Flow• ASTM D 4491 oom/ft2(1/min/m2) 90 (3667)
I AOS* ASTM D 4751 US Sieve (mm) 80 (0.18) UV Resisrance ASTM D 4355 %/hrs 70/500
I Notes:
.. At the tlme of manufocturlng. Handling may change these properties.
I ANURAG SHAH
I QUALITY CONTROL MANAGER
www.skatK.com . -----.-----. --. www.esP9~~thet1c s.com . ,_,, _____
I Post·lt' Fax. Note 7671 D:~te \J~g~s► -~ ¥ -'---' To-._\\"))n o,~-;\-C;h o \) D Fm.\__ \ n\ t'\ , • I Co.!Dopt. u Co. ()
Phonf! tt PMne • d.. '\/, ,, ~ . O "", 7 _:: -·,:., I -
I Fa,H qfu tJ -;)'21 -0;:)~ F(l)( #
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88/09/2005 09:45 2555510347
Product: GT180•15 X 900
ROLLII WEIGHT' MO TENSILE MD ELONG
ASTM METHOD D5281 Dl6J2 04632
UNITS ozflq yd .... % TAROET 8.30 203 50
2.49668 8.01 205 62 2,4Q670 8.36 209 73 2:.4°1'::81 8.28 206 64 2:"%R2 8.28 206 64
2 49683 8.28 206 64
2.49684 8.28 206 64 2.• ,c 8.09 211 75
2.49687 8.09 211 75
2,4%88 8.09 211 75 2,49689 8.09 211 75 2.49696 8.12 21S 69 2."19697 · 8.12 215 69 2.49698 8.12 215 69
2.49699 8.12 215 69
'"" 7 Mh 210 72
100.14'-"J 7.86 210 72
100.1463 7.86 210 72 ll'Yl.1466 7.57 205 75 tnn.1~09 7.57 205 75 lflf\1470 -7.83 209 71
100.1471. 7.83 209 71 100,1472 7,83 209 71 100.1474 7.83 209 71
100_1<i1-, 8.08 207 7,
IUJ,14]6 8.08 207 73
11111.Mn 8.08 207 73
100.14n~ 8.08 207 7l
·:n
•Weight Is typlClll. All other Villues are MAR.V.
' 1/ .. /J 71/'. )
XMO TENSILE
0032 , ..
20l
226
234
225
225
225
225
2<0
2<0
2<0
2<0
235
235
235
235
2'"
239
239
231
231
236
236
236
236
226
226
226
226
EDCI PAGE 02
XMDELONG ~DTRAP XMD TRAP PUNCTURE AOS WA' ER FLOW PERMITTMn 04632 04533 ™533 04633 04751 D-4491 04491 % , ... Ibo Ibo, US Slew .,mm' ..,,., •o ,. 79 BO •• 90 0.80
76 91 114 138 80 113 1.51 85 86 101 132 80 113 1.51 82 90 108 136 80 113 1.51 82 90 108 136 80 113 1,51 82 90 108 136 BO 1113 1.51 82 90 108 136 80 113 1.51 88 90 108 136 so 113 LSl 88 90 108 136 RO 113 -1.51 88 90 108 136 80 113 1.51 88 90 108 136 80 113 1.51 85 88 103 133 80 13 1,51 85 88 103 133 80 13 1-51 85 88 103 133 80 "3 1,51 85 88 103 133 80 ll3 1.51 76 86 102 131 X, 12 1.49 76 86 102 131 80 ilU 1.49 76 86 102 131 80 12 1.49 82 86 102 131 80 · 12 1.49 82 86 102 131 80 ' 12 1.49 79 89 114 139 80 12 1.49 79 89 114 139 80 12 1.49 79 89 114 139 80 12 l.49 79 89 114 139 BO n 1.49 86 B• 114 139 80 12 1.49 86 89 114 139 80 12 1.49 86 89 114 139 80 12 1_4q SQ 114 RO 12 1 .4q
I 08/09 12005 09•45 ?555510347 EDCI ' -
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~ SKAPS Industries (Nonwoven Division) Sales Office: 316 South Holland Drive Engineered Synthetic Product Inc. Pendergrass, GA 30567 (U.S.A.) Phone: [phone] Phone [phone] Fax [phone] Fax: [phone]
.~ E-mail: [e-mail]
July 16, 2005
Environmental Design & Construction
104 Wholesale Avenue
Huntsville, AL35811
PO : 95117
BOL: 14710
Dear Sir/Madam:
This is to certify that SKAPS GT180 is a high quality needle-punched nonwoven geotextfle rr ade of 100% polypropylene staple fibers, randomly networked to form a high strength dimen~ionally stable fabric. SKAPS GT!B0 resists ultraviolet deterioration, rotting, biological degradation. The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GTlSO conforms to the property values listed below:
PROPERTY TEST METHOD UNns M,A,R.V.
Minimum Average Roll ~alue I Weight(Typlcal) ASTM D 5261 0Z/S>/(Q/m2) 6.30 (214)
Grab Tensile ASTM D 4632 lbs (kN) 203 (0.90)
Grab Elongation ASTM D 4632 % so
Trapezoidal Tear ASTM D 4533 lbs (kN) 79 (0.35)
Puncture Resistance ASTM D 4833 lbs (kN) 80 (0.36) Permittivity• ASTM D 4491 sec-1 0.60
Water Flow* ASl1'1 D4491 nnm/lt2(1/min/m2) 90 (3667)
AOS* ASTM D 4751 US Sieve (mm) 80 (0.18)
UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
... At the tJme or manuf~r1ng. Handllng may change th~ properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skn~.com www.Mpgiuosynthetic S-,com
PAGE 03
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08/09/2005 09:45 2555510347
·---··
Product: GT180-15 X 900
ROllfl-WEIGHT-MD TENSILE MDELONG XMDTENSllE ASTM METHOD D!!1261 04832 ""'" 04832
UNITS ot/i,q yd '"'· " lb•
TARGET S.30 ,., "' 203
2.49663 8.25 210 71 239
2.49664 8.25 210 71 239 2.4-hS 8.01 205 62 226 2.49666 8.QI 205 62 226 2.49667 8 01 205 62 226 2.4as..JC:a 8-01 205 62 226 '1'" 8.19 212 64 232
101.1440 8.25 210 67 237 101.1442 8.25 210 67 137 101.1445 8.12 214 63 231
101.1446 8.12 214 63 231 101. 1447 8.12 214 63 231 101.1448 8.12 214 63 231 101.144 0.12 214 63 23! 1Dl.14t 8-Z? 211 69 236 101.145 s.v 211 69 236 101.14'-3 8.27 211 69 236
10,114'>4 8.27 211 69 236 101,1455 8.14 215 62 233 101.1456. 8.14 215 62 233 10l.M57 9.H 215 62 233 101.1.:i"t.K 8.14 215 62 233 1C 1.14S9 8.14 215 62 233
l 8.29 206 70 238 ,o '4&1 8.29 206 70 238 ,o .,46-.; 8.16 213 65 235 " H7'l 8.32 208 6B 2'10
"\'1 ,)
"Weight Is typtcnl. All other values are MARV.
EDCI PAGE 04
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XMDELONO MD TRAP XMDTRAP PUNCTURE AOS WA~ERfLOW PERMTTTMT'I' 04632 04533 04533 0033 04751 1'4'•1 D«91
" ,.~ '"' lb8. U66l11vu ,p;fftJ ,.:·'
50 79 ,. so •• o.so
81 91 114 138 80 1113 1.51 81 91 1)4 138 80 113 1.51 76 91 114 138 80 113 I.SI 76 91 114 138 80 113 I.SI 76 91 114 138 RO 113 1.51 76 91 114 138 80 113 1.51 81 87 105 132 BO !!2 1.49 89 93 112 136 80 112 1.49
89 93 lU 136 80 112 1.49 83 93 ll2 136 80 1112 l.i9 83 93 112 136 80 1112 1.49 83 93 112 136 80 1112 l.49 83 93 112 I= 80 1112 1.49 R3 93 112 136 80 n12 1.49 R8 91 107 134 80 1112 1.4Q 88 91 107 134 80 12 1.49 88 91 107 134 80 112 1.49 88 91 107 134 80 12 1.49 84 91 107 134 80 12 1.49 84 91 107 134 80 U12 1.49 84 91 107 13< 80 U12 1.49 84 91 107 134 80 U2 1.49 84 91 107 134 80 .u 1.49 87 94 113 138 80 12 1.49 87 94 113 138 80 u 1.49 82 94 113 Jjlj 80 , 12 I 49 so 90 101 135 80 U2 I 49
08/09/2005 09·45 2555510347 EDCI I
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SKAPS Industries (Nonwoven Division)
316 South Holland Drive
Pendergrass, GA 30567 (U.S.A.)
Phone [phone] Fax [phone]
E-mail: [e-mail]
July 16, 2005
Environmental Design & Construction
104 Wholesale Avenue
Huntsville, AL35811
PO : 95117
BOL: 14716
Dear Sir/Madam:
Sales Office: I
Engineered Synthetic Proc uct Inc.
Phone: [phone]
Fax: [phone]
This Is to certify that SKAPS GT180 is a high quality needle-punched nonwoven geotextile rr ade of 100% polypropylene staple fibers, randomly networked to form a high strength dlmeni ionally stable fabric. SKAPS GT!BO resists ultraviolet deterioration, rotting, biological degradatio~. The fabric is inert to commonly encountered soil chemicals. Polypropylene is•stable within a pH range of 2 to 13, SKAPS GT180 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll ✓alue
Welght{Typical) ASTM D 5261 OZ/SY ( o/m2) 6.30 (214)
Grab Tensile ASTM D 4632 lbs (kN) 203 (0.90)
Grab Elongation ASTM D 4632 % 50
Trapezoidal Tear ASTM D 4533 lbs (kN) 79 (0.35)
Puncture Resistance ASTM D 4833 lbs (kN) 80 (0.36)
Permittivity• ASTM D 4491 sec·1 0.60
Water Flow• ASTM D 4491 aom/1t'r1/min/m2) 90 (3667)
ADS' ASTM D 4751 US Sieve (mm) 80 (0.18)
UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
• At the time of manufacturing. Handllng may change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skaps.com www.esp9eosynthetl ~.com
PAGE 05
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08/09/2005 09:45 2555510347
Product: GTJB0-15 X 900
ROLL# WE!OHT' MD TENSILE MD ELONG XMD TENSILE ASTM METHOD 05281 D4632 04832 04632
UNITS oz/1q yd Iba. % , ..
TARGET 6.30 203 " 203
2.49&80 8.28 206 64 225
249690 8.l.8 208 61 227 2.4969[ 8.18 208 &l 227 2.49692 8.18 208 &1 227 2.49093 8.18 208 61 227
2.'19694 8.18 208 61 227
2.49707 8.02 206 66 237
2.49708 8.02 206 66 237 2.49709 8.02 206 66 237 2.49710 8.28 211 62 229 2.49711 8.28 211 62 229
2.49712 8.28 211 62 229 2.49713 8.28 211 62 229 2.49714 8.28 21.l 62 229
2:.49716 8.17 209 69 231 2.49717 8.17 209 69 231 2.49719 8.17 209 69 231
2.49720 8.41 20S 60 23S 2:.4972"1 8.41 205 60 23S 2.49727 8.06 211 64 233
2.49728 8.06 2.1.t 64 233 2.-19729 8.06 211. 64 233 2.49730 8.16 207 62 227
2.49731 8.16 <07 62 227 2.49]TJ 8.16 207 62 227 2.4gy-n 8.16 207 62 227 2.49734 8.1& 207 62 227
•wel~ht IS rypical. AH other values er~ MARV.
EDCI PAGE 0G
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I XMD ELONG MD TRAP XMD TRAP PUNCTURE AOS WA~ERFLOW PERMITTMTY 04632 04533 D4533 D41133 04751 04491 044\11
% lb,. lbt '""· US Sieve ~pm/ft? aec·'
" ,. " " 80 90 0.60
82 90 108 136 80 113 1.51 83 88 103 133 BO 1.13 1.51 83 88 103 133 80 113 1.51 83 BB 103 133 80 113 l.51 83 88 .!03 l33 80 113 1.51 83 88 l03 l33 80 113 1.51 86 93 113 137 80 J.09 1,<16 8& 93 113 137 80 109 1.46 86 93 113 137 80 1109 1.46 82 87 101 134 80 109 1.46 82 87 101 134 80 !09 1.46 82 87 101 134 80 109 l.46 82 87 10l 134 BO 09 1.46 82 87 101 134 Bo 109 1.<l6 81 87 101 13• 80 109 1.46 81 87 101 134 80 09 1.46 81 87 101 13< 80 109 1.46 75 91 106 139 80 109 1.46 75 91 106 139 80 09 l..'16 90 91 106 139 80 09 1.46 90 91 10& 139 80 09 1.16 90 91 10& 139 80 09 1.46 78 86 104 136 80 09 1.46 78 86 104 136 80 09 1.4& 78 86 104 136 80 j09 l,46 78 8& 104 136 80 1109 1.46 78 86 10• 136 80 09 1.46
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08/89/2005 09:45 2555510347
SKAPS Industries (Nonwoven Division)
316 South Holland Drive
Pendergrass, GA 30567 (U.S.A.)
EDCI
Phone [phone] Fax [phone]
E-mail: [e-mail]
June 29, 2005
Environmental Design & Construction
104 Wholesale Avenue
Huntsville, Al35811
PO : 95117
BOL: 14636
Dear Sir/Madam:
· Sales Office:
. Engineered Synthetic Proc uct Inc.
Phone: [phone]
Fax: [phone]
This is to certify that SKAPS GT180 Is a high quality needle-punched nonwoven geotextlle niade of 100% polypropylene staple fibers, randomly networked to form a high strength dimensionally stable fabric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradatioh. The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GT180 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll Value
I Weight(Typlcal) · .. ASTM D 5261 ozts:v /o/m2l 6.30 (214) I Grab Tensile ASTM D 4632 lbs (kN) 203 (0.90) I Grab Elongation ASTM D 4632 % 50 Trapezoidal Tear ASTM D 4533 lbs (kN) 79 (0.35) Puncture Resistance A5TM D4833 lbs (kN) 80 (0.36) Permittivity• ASTM D 4491 sec-1 0.60 Water Flow* ASTM D 4491 nnm/tt2(1/min/m2) 90 (3667) AOS* ASTM D 4751 US Sieve (mm) 80 (0, 18) UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
• At tne tfme of manufacturlng. Handllng m.iv change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.sk3p$,C:om
www.espgeO!.Yntheti,s.com
PAGE 07
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08/09/2005 09:45 2555510347 EDCI
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SKAPS INDUSTRIES NON WOVEN
316 SOUTH HOLLAND DRIVE
PENDERGRASS, GA 30567
TO:· ' Highway 149 . 0
Plymouth, NC
BL# 14636
GT180-1Sx300
PO# 95117
PACKING LIST
GT180-1Sx300
ROLL# SQYRDS ROLL# SQYRDS
100-1388 500 44 100-1425 500
1 00-1 389 500 45 100-1408 500 100-1390 500 46 100-1424 500
100-1391 500 47 100°1428 500
100-1392 500 48 100-1433 500
100-1393 500 49 1 00-1434 500 100-1394 500
100-1395 500 Total SQYRDS 24,500 100-1396 500
100-1397 500 GT180-1 Sx900 100-1398 500 ROLL# SQYRDS
.. 100-.1.399 . 5.00 1 2-49703. 1500
100-1400 500 2· 2-49704 1500 100-1401 500 3 2-49705 1500 100-1402 500 4 2-49706 1500 100-1403 500 5 2-49715 1500 100-1404 500 6 2-49718 1500 100-1405 500 7 2-49722 1500 100-1406 500 8 2-49725 1500 100-1407 500 9 2-49726 1500 100-1409 500
100-1410 500 Total SQYRDS 13,500 100-1411 500
100-1412 500
100-1413 500
100-1414 500
100-1415 500
100-1416 500
100-1417 500
100-1418 500
100-1419 500
100-1420 500
100-1421 500
100-1422 500
100-1423 500
100-1426 500
100-1427 500
100-1429 500
100-1430 500
100-1431 500
100-1432 500
100-1435 500
100-1436 500
PAGE 08
DATE 6/2712005
ROLL SQYRDS
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08/09/2005 09:45 2555510347
Ptuduct: GT180~15 X 300
ROLL# WEIGHT" MD TENSILE MD ELONG XMDTENSILE ASTM METHOD osm D-4832 04632 ~832
UNITS oz/sq yd '""· " , ..
TARGET 6.30 203 50 Wl . 100.1388 8.39 208 62 240 100.1389 8.39 208 62 240 100 .1390 7.89 215 74 225 100.1391 7.89 215 74 225 100.1392 7.89 0115 74 225 l00.1393 7.89 215 74 225 100.1394 7.89 215 74 225 100.1395 8.12 210 71 229 l00.1396 8.12 210 71 229 100.1397 B.12 210 71 229 100.13913 8.12 210 71 2.29
100.1399 8.1< 210 71 229 100.1.400 8.29 214 73 226 100.1401 8.29 211 73 226 100.1402 8.29 214 73 226 100.1403 8.29 21' 73 226 l00.1404 8.29 Zl4 73 225 100.1405 8.08 207 60 236 100.1406 8.08 W7 60 236 100.1407 8.08 ?.07 60 236 100.1409 8.08 ?.07 60 236 100.1410 8.49 212 67 231 100.1411 8.49 212 67 231 100.MI2 8.49 212 67 231 100.1413 8.49 212 67 231 100.1414 8.19 212 67 231 100,1415 8.09 205 62 234 100,1416 8.09 205 62 234 100.1417 8.09 7.05 62 234 100.1418 8.09 7.05 62 234 1D0 . .14l9 8.09 205 62 234 100.147,0 82.1 209 68 230 100.1421 8.21 209 68 230 100.1422. 8.21 209 68 230 I00.1123 6.21 209 68 230 100.l.426 8.13 206 64 238
•weight is typical. All other values are MAR.V.
•'\l.,-
EDCI PAGE 09
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XMD ELONG MD TRAP XMD TRAP PUNCTURE AOS WA ER FLOW PERMITTNrTY D4£l2 D4533 04533 04833 D4751 D4491 D4491
" Iba. '"" lbs. US 6/e~ jipmlft' 11~•1
50 79 ,. ,. 80 I ,o 0,60
83 85 104 132 80 113 1.51 83 85 104 132 80 113 t.51 89 90 112 140 80 113 1.51 89 90 .IU 140 80 113 1.51 89 90 112 140 80 lll 1.51 89 90 112 140 80 113 1.51 89 90 112 140 80 113 1.51 81 90 112 140 80 1113 1.51 81 90 ll2 140 80 113 1.51 81 90 U2 140 80 U.3 1.51 Bl 90 112 140 80 113 1.51 81 90 112 140 80 113 1.51 85 86 107 130 80 112 1.49 85 86 107 130 80 112 1.49 85 86 107 130 BO 1112 1.49 85 86 107 130 80 ll2 1.49 85 86 107 130 80 ll.Z 1.49 78 86 107 130 Bo 11..?. 1.49 78 86 107 130 80 l.l2 1.49 78 86 J.07 130 80 112 1.49 78 86 1.07 130 80 112 1.19 84 95 109 136 80 112 1.49 84 95 109 136 80 112 1.49 84 95 109 136 80 112 1.49 84 95 109 136 80 112 1.49 84 95 109 136 80 112 1.49 80 95 109 136 80 112 1.49 80 95 109 136 80 112 1.49 80 95 109 136 80 112 1.49 80 95 109 136 80 112 1.49 80 95 109 136 80 117. 1.49 87 92 105 131 80 112 1A9 87 92 105 131 80 112 1..49 87 92 105 131 80 112 J .. 49 87 92 105 131 80 112 1.49 77 92 105 13! 80 '" 1.49
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08/0912005 09·45 2555510347
;
Product : GTIBD-15 X 300
ROLL# WEIGHT" MD TENSILE MD ELONG XMOTENSll.l:
ASlM METHOD 05281 04632 D4632 D4632
UNITS ot/sq yd lbs. .. lbt
TARGEr S,30 203 "' '"' 100.1427 8.13 2% 64 238
,100.1429 8.13 206 64 238
100.1430 7.96 213 61 232 100.1431 7.96 213 61 232 100.1432 7.96 213 61 232
100.1435 8.18 208 67 2Z7 100.1436 8.18 208 67 n1
100.147.5 8.l3 206 64 238 1D0.1.408 8.08 207 60 236 100.M24 8.21 209 68 230 100.1428 8.13 206 64 238
100.1433 7.96 213 61 232 1.00.1434 7.96 ,13 61 "2
-
-weit;iht is typical. All other v:,ilues are MARV.
EDCI PAGE 10
XMD ELONG MO TRAP XMD TRAP PUNCTURE AOS WA ER FLOW PERMITT!Vlrl
D4632 0,533 04533 04!33 04751 DM91 DM91 '• lbs. lb, , ... us Sltwll pm/R:2 ·~· so " 79 BO BO •• O.BO
77 92 105 131 80 112 1.49 77 92 105 131 80 112 J.49 79 94 Ill 135 80 l12 1.49
79 94 111 135 BO 11/. 1.49 79 9< lll 13S 80 112 1.49 82 94 111 135 80 112 1.49 82 94 111 135 80 112 l.49 77 92 105 131 BO 112 1.49 78 86 107 130 80 1112 1.49 87 92 !OS 131 80 1112 l.49 77 92 10S 13.1 80 1112 l.49 79 94 111 l.35 BO 112 1.49 79 94 111 135 "" 112 1.4Q
08/09/2005 09:46 2565510347 I
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Product: GT180-15 X 990
ROLi.# WEIGHT' MD TENSILE MD ELONG ASTM METHOD D5261 D4832' 04032
UNIT$ oz/sq yd Iba. 'll,
TARGET fl.30 203 SD
2.49703 8.34 213 75
2.49704 8.34 213 75
2.49705 8.02 206 66 i.49706 8.02 206 66 7..49715 8.17 209 69 2.49718 8.17 209 69 2.49722 8.41 2D5 60 2.49725 8.06 211 64 2.49726 8.06 211 64
.. Weight IS typical. All other values ate-MARV.
XMDTENSILE
™8J2 , ..
203
228
228
237
237
231
231
235
233
233
,
EDCI PAGE 11
,
XMO ~LONG MD TRAP XMDTRAP PUNCTURE ACS WATER FLOW PERMITTIVITY 04632 D4533 04533 D4833 04751 f.';" 04<91 " lb11. lb, , ... US S)ovu ,., ,ec•I so 7lJ 79 80 80 90 0.60
78 93 113 137 80 109 1.46 78 93 113 137 80 109 1.46 86 93 113 137 80 109 1.46 86 93 113 137 80 109 1.46 81 87 101 134 80 109 1.46 81 87 IOI 134 80 1109 1.46 75 91 .\06 139 8D 109 1.4E 90 91 106 139 80 109 1.46 QQ 91 !06 139 80 QO 1.46
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08/09/2005 09"45 2555510347 EDCI PAGE 12
fJI SKAPS Industries (Nonwoven D"lvlslon) Sales Office:
316 South Holland Drive Engineered Synthetic Pro, uct Inc. Pendergrass, GA 30567 (U.S.A.) Phone: [phone]
.
Phone [phone] Fax [phone] Fax: [phone]
.~ E-mail: [e-mail]
August 3, 2005
Environmental Design & Construction
104 Wholesale Avenue
Huntsville, ALJSB11
PO : 95117
BOL: 14822
Dear Sir/Madam:
TI1is is to certify that SKAPS GTIB0 Is a high quality needle-punched nonwoven geotextile rr ade of 100% polypropylene staple fibers, randomly networked to form a high strength dimen' ionally stable fabric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradabo 1. The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GT180 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V. l
Minimum Average Roll I alue
Weight(Typical) ASTM D 5261 ozfsv ( o/m2) 6.30 (214)
Grab Tensile ASTM D 4632 lbs (kN) 203 (0.90)
Grab Elongation ASTM D 4632 % 50
Trapezoidal Tear ASTM D 4533 lbs (kN) 79 (0.35)
Puncture Resistance ASTM D 4833 lbs (kN) 80 (0.36) I Permittivity' ASTM D 4491 sec·1 0.60
Water Flow~ ASTM D 4491 nnm/ft2(1/min/m') 90 (3667)
ADS* ASTM D 4751 Us Sieve (mm) 80 (0.18)
UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
,.. At the time of manufacturing. Handling may chang~ these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skaps.com www.espgC!!osyntheti• ~.com
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08/09/2005 09·45 2555510347
Product: Gt100~1s
ROLLI W'E:IGITT" MOTENS1Lf MOELONG XMDTENSILE
ASTM METHOD 05%61 D4632 04832 D4632
UNITS o.t/i,q yd , ... % , ..
TAllGO 6.30 203 50 203
2.49695 8.12 215 69 235 2.49723 8.41 20S 60 23S 2.50702 8.45 ;m 74 7.29 2.50703 R,45 213 74 229 2.50706 7.79 207 63 225 7..50707 7.79 207 63 22S 2.S07Z2 8.13 209 67 234 2.50713 8.13 209 67 234 2.50714 s.n W9 67 2J4 2.50715 8.08 205 61 230 2.50716 8.08 7.05 61 230 2.50718 8.08 205 61 230 2.50719 6.06 205 61 230 2.50723 8.02 211 65 240 2.50724 8.02 211 65 240 2.5072S 8.25 206 60 235 2.50726 8.2S 206 60 235 2.50727 8.25 206 60 235 2.50728 8.25 >.06 60 235 2.50729 B.ZS 206 60 23S 2.50730 8.13 208 66 238 2.50731 8.13 208 66 238 2.50733 8 .. 13 206 66 238 2.50735 8.39 212 75 231 2.50736 8.39 212 75 231 2.50737 8.39 212 75 231 100.1441 8.20 214 7J 225
•weight Is typical. All other valut'$ are MARV.
EDCI PAGE 13
XMD l=LONG MO TRAP XMDTRAP PUNClURE AOS WA ER FLOW PERMJTTJVrrY 04832 04533 04533 04333 04751
~"
04491
% Iba. lb• '""· USSI~ ;"'f ,lit'·' so ,. ,. 80 80 0.60
85 66 103 133 80 113 1.51 7S 91 106 139 80 109 J.46 80 94 113 137 80 107 J.43 so 94 113 137 80 107 1.43 86 94 113 137 80 l107 1.43 86 94 113 137 80 107 1.43 78 87 101 131 80 1107 1.43 78 87 101 131 80 1107 1.43 78 87 101 13! 80 107 1.43 81 87 IOI 131 80 107 1.43 61 87 101 131 80 107 1.43 61 87 IOI 1,1 80 107 l.43 Bl 87 IOI .131 80 107 1.13 90 89 107 135 80 107 1.43 90 69 107 135 80 107 1.43 84 89 107 135 80 107 1.43 84 69 107 135 80 107 1.43 84 89 l07 135 80 1107 ].43 84 89 107 135 80 1107 l-43 84 89 107 135 80 1107 J.43 88 86 105 140 80 107 1.43 88 86 105 140 80 107 J.43 88 86 105 140 60 1107 1.43 82 86 105 HO 80 107 1.13 82 86 105 140 80 107 1.43 82 86 105 140 80 1107 1.43 •' 91 107 ,·= 80 1112 1.49
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08/09/2005 09·45 2555510347 EDCI PAGE 14
Ci SKAPS Industries (Nonwoven Division) Sales Office: 316 South Holland Drive Engineered Synthetic Prod uct Inc. Pendergrass, GA 30567 (U.S.A.) Phone: [phone]
.
Phone [phone] Fax [phone] Fax: [phone]
~ E-mail: [e-mail]
August 5, 2005
Environmental Design & construction
104 Wholesale Avenue
Huntsville, AL3581 I
PO : 95117
BOL: 14833
Dear Sir/Madam:
This is to certify that SKAPS GT180 is a high quality needle-punched nonwoven geotextile m ade of 100% polypropylene staple fibers, randomly networked to form a high strength dimens anally stable fabric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradatio , The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GTIB0 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll 'alue
Weight(Typical) ASTM D 5261 02/sv (afm') 8.00 (271) Grab Tensile ASTM D 4632 lbs (kNJ 205 (0.91) Grab Elongation ASTM D 4632 % 50 Trapezoidal Tear ASTM D 4533 lbs (kN) 85 (0.38) Puncture Resistance ASTM D 4833 lbs (kN) 130 (0.58) Permittivity" ASTM D 4491 sec·1 1.40 Water Flow* ASTM D 4491 nnm/ft:2(1/min/m') 90 (3667) Aos• ASTM D 4751 US Sieve (mm) 80 (0.18) UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
1' At the rjme of manufacturing. Handling rn;~y change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skap~.com
www.espgcosynthetl~.com
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08/09/2005 09-45 2565510347
Product: GT1eo-1s x G30
ROLL# WEIGHT' MD TENSILE MOELONG XMD TENSILE
ASTM METHOD D5261 D4632 0"332 D4632
UNITS oz/11q yd Ibo. ,. Iba
TARGEl 8.00 m '" 205
100.1530 8.48 209 63 234
'"Welpht I::; typical. All other vollues are MARV.
EDCI PAGE 15
XMD ELONG MD TRAP XMDTRAP PUNCTURE AOS WAT ER FLOW PERMITTMn D4832 0"33 04533 04833 04751 14-4'1 """ " Iba. lb, 1/n. US Sieve jjPmlfe ,ec·•
50 85 85 130 80 •• 1.40
79 91 111 133 80 111 1.4R
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08/09/2005 09:46 2555510347
SKA PS Industries (Nonwoven Division)
3 I 6 South Holland Drive
Pendergrass, GA 30567 (U.S.A.)
EDCI
Phone [phone] Fax [phone]
E-mail: [e-mail]
August 5, 2005
Environmental Design & Construction
10/4 Wholesale Avenue
Huntsville, AL35811
PO : 95117
BOL: 14833
Dear Sir/Madam:
Sales Office:
Engineered Synthetic Pro, uct Inc.
Phone: [phone]
Fax: [phone]
This is to certify that SKAPS GT180 is a high quality needle-punched nonwoven geotextlle rri_ade of 100% polypropylene staple fibers, randomly networked to form a high strength dimensionally stable fabric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradatio ,. The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GT180 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll Jalue
Welght(Typical) ASTM D 5261 oz/sv ( q/m2) 8.00 (271)
Grab Tensile ASTM D 4632 lbs (kN) 205 (0.91)
Grab Elongation ASTM D 4632 % 50
Trapezoidal Tear ASTM D 4533 lbs (kN) 85 (0.38) Puncture Resistance ASTM D 4833 lbs (kN) 130 (0.58)
Permittivity' ASTM D 4491 sec·1 1.40
Water Flow~ ASTM D 4491 □om/ft2(1/min/m2) 90 (3667)
ADS* ASTM D 4751 US Sieve (mm) 80 (0. 18) UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
• At the time of manufacturing. Handling may change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skaps:.com www.espgeosynthetils.com
PAGE 15
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08/09/2005 09·45 2555510347
Product! GT180-1S x 681
ROLL# WEIGHT" MD TENSILE MDELONG XMDTENSILE
ASTM METHOD D5281 04532 04632 O~J2
UNITS 0%/11q yd lb11. .. , ..
TARGET 8,QO 205 50 m
100.1483 8.12 208 66 229
*Wcight rs typlcaL All other values are MARV.
EDCI PAGE 17
XMD ELONG ""DTRAP XMOTRAP PUNCTURE AOS WA ~R FLOW PERMITTMTY
04632 04533 D4533 D-4833 04751 0'491 044111 .. Iba. , .. lb•. US Slu>t9 ! lr>mlft' 1i,c•1
50 85 85 ,,. 80 ,. uo
s9 94 112 137 80 114 1.52 -
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08/0912005 09:45 2555510347
SKAPS Industries (Nonwoven Division)
316 South Holland Drive
Pendergrass, GA 30567 (U.S.A.)
EDCI
Phone [phone] Fax [phone]
E-mail: [e-mail]
August 5, 2005
Environmental Design & Construction
104 Wholesale Avenue
Huntsville, AL35811
PO : 95117
BOL: 14833
Dear Sir/Madam:
Sales Office:
Engineered Synthetic Prodµct Inc.
Phone: [phone]
Fax: [phone]
This Is to certify that SKAPS GT180 is a high quality needle-punched nonwoven geotextile lde of 100% polypropylene staple fibers, randomly networked to form a high strength dimen ionally stable fabric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradatio . The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GT180 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll 'alue I
Welght(Typical) ASTM D 5261 oz/<v r n/m2l 8.00 (271) I Grab Tensile ASTM D 4632 lbs (kN) 205 (0.91)
Grab Elongation ASTM D 4632 % 50
Trapezoidal Tear ASTM D 4533 lbs (kN) 85 (0.38)
Puncture Resistance ASTM D 4833 lbs (kN) 130 (0.58)
Permittivity• ASTM D 4491 sec-1 1.40
Water Flow• ASTM D 4491 aom/ft2/l/min/m2) 90 (3667)
AOS* ASTM D 4751 US Sieve (mm) 80 (0.18)
UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
• At the time of manufacturing. H.1mdllng m3y change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skaps.com www.espgeosyntheti ~.com
PAGE 18
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08/0912005 09·45 2555510347
Product: GT:t.80~1S X 750
ROLL# WEIGHT' MD TENSILE MDELONG XMDTENSILE
ASTM METHOD D5261 04632 04632 04632
UNITS CW!q yd ""· % lbs
TARGET 8.00 ws 50 205
100.1509 7.79 212 68 Z32 100,l5Z6 7.51 207 70 230
*Weight is typfcal. All other value-; ;ire MARV,
EDCI PAGE 19
XMO ELONG MD TRAP XMDTRAP PUNCTURE ADS WA"tFLOW PERMITTMTY
04832 D4S33 04533 D-'833 04751 91 04'91 •• , ... fu, lb1. U$S18V& {~m/ft: u~·•
50 ... 85 130 ,o ,0 1,40 -84 88 !OB ns 80 111 1.48
" 93 10~ 139 80 111 1.4B
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08/09/2005 09:45 2555510347
SKAPS Industries (Nonwoven Division)
316 South Holland Drive
Pendergrass, GA 30567 (U.S.A.)
EDCI
Phone [phone] Fax [phone]
E-mail: [e-mail]
August 5, 2005
Environmental Design & Construction
104 Wholesale Avenue
Huntsville, AL358ll
PO : 95117
BOL: 14833
Dear Sir/Madam:
Sales Office:
Engineered Synthetic Prodi.Jct Inc.
Phone: [phone]
Fax: [phone]
This is to certify that SKAPS GT180 is a high quality needle-punched nonwoven geotextile rrede of 100% polypropylene staple fibers, randomly networked to form a high strength dimen~'onally stable fabric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradatio . The fabric is inert to commonly encountered soil chemicals. Polypropylene Is stable within a pH range of 2 to 13. SKAPS GT180 conforms to the property values listed below·.
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll i/'alue
Weight(Typical) ASTM D 5261 oz/sv r n im2) 8.00 (271)
Grab Tensile ASTM D 4632 lbs (kN) 205 (0.91)
Grab Elongation ASTM D 4632 % so
Trapezoidal Tear ASTM D 4533 lbs (kN) 85 (0,38)
Puncture Resistance ASTM D 4833 lbs (kN) 130 (0.58)
Permittivity'J ASTM D 4491 sec·1 1.40
Water Flow* ASTM D 449l. □nm/ft:2(1/mln/m'l 90 (3667)
AOS* ASTM D 4751 US Sieve (mm) 80 (0.18)
UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
• At th!! time of manufacturing. Hc1ndling may change these properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skaps.com www.espgoosynthetics.com
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08/09/2005 09"45 2555510347
Product: GT180-15 x 810
ROLL# WEIGHT" MD TENSILE MDElONG
ASTMMETHOD D5261 04832 D46J2
UNITS otlsq yd lb•. "' TARGET uo 2D5 50
100,1488 8.'14 205 .,
"Weight IS typical. All other values are MARV.
XMDTENSILE
0032 , ..
205
227
EDCI PAGE 21
I PERMITTIVTT~ XMO ELONG MO TRAP XMDTRAP PUNCTURE ADS WAT~FLOW 04632 1)453! 04533 \J4B33 1)4751 ., 04491 .. Ibo, , .. ,.,_ USSlt.ivo pmm' ...,,
50 " 85 130 80 90 uo
SI 94 112 137 80 114 1.52
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08/09/2005 09-45 2555510347 EDCI PAGE 22
Cj SKAPS Industries (Nonwoven Division) Sales Office: 316 South Holland Drive Engineered Synthetic Prod IJct Inc. Pendergrass, GA 30567 (U.S.A.) Phone: [phone]
"'
.
Phone [phone] Fax [phone] Fax: [phone]
~ E-mail: [e-mail]
August 5, 2005
Environmental Design & Construction
104 Wholesale Avenue
Huntsville, AL35811
PO : 95117
BOL: 14833
Dear Sir/Madam:
This is to certify that SKAPS GTlBD is a high quality needle-punched nonwoven geotextile m ~de of 100% polypropylene staple fibers, randomly networked to form a high strength dimem anally stable fabric. SKAPS GT180 resists ultraviolet deterioration, rotting, biological degradatio . The fabric is inert to commonly encountered soil chemicals. Polypropylene is stable within a pH range of 2 to 13. SKAPS GT180 conforms to the property values listed below:
PROPERTY TEST METHOD UNITS M.A.R.V.
Minimum Average Roll 'alue
I Welght(Typical) ASTM D 5261 oz/sv I n/m2) 8.00 (271)
Grab Tensile ASTM D 4632 lbs (kN) 205 (0.91) Grab Elongation ASTM D 4632 % so Trapezoidal Tear ASTM D 4533 lbs (kN) 85 (0.38)
Puncture Resistance ASTM D 4833 lbs (kN) 130 (0.58) Permittivity' ASTM D 4491 sec·1 1.40
Water Flow* ASTM D 4491 onm/ft:2(1/mintm'l 90 (3667) AOS• ASTM D 4751 US Sieve (mm) 80 (0.18) UV Resistance ASTM D 4355 %/hrs 70/500
Notes:
'" At the time of manufocturing. Handling m.ay change thes~ properties.
ANURAG SHAH
QUALITY CONTROL MANAGER
www.skaps.com www.e~pgeosynthetic .com
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08/09/2005 09:45 2555510347
Product: GT180-15 x 900
ROLL# WEIGHT' MO TENSILE NIDELONG
ASTM METHOD 05261 04632 04632
UNITS orf1q yd Iba. ..
TARGEr 8.00 2()5 5"
J.00,1485 8.44 20S 61 100,1486 8.44 205 61 100,14B7 8.44 205 61 100.1490 8.23 213 64 100,149<! 8.23 213 64 100.1495 8.05 210 7S
100.1496 8.05 210 75 100 .. 1497 8.05 210 75 100,1496 8.05 210 75 100.l◄'N B.05 210 75
100.1500 8.17 214 62 100.1501 8.17 214 62 100.1502 8.17 214 62 100.1S03 8.17 i.M 62 100.1504 8.17 214 62 100.1505 7.79 212 68 100.1506 7.79 7.12 6B 100.1507 7.79 212 . 68 100.1508 7.79 212 68 100.1517 8.19 215 65 100.1523 7.51 207 70 100.1524 7,SI >ff 70
•WE?lght Is typlcal. All other values are MAAV.
XMDTENSII.E
0~32
lbt
2()5
227
227
227
2
239
231
231
231
231
231
235
235
23S
235
n5
232
232
232
232
225
230
0
EDCI PAGE 23
XMD ELONG MD TRAP XMDlAAP PUNCTURE A06 WAT r,,RFLOW PERMITTMTY D4BJ2 D-4533 D4513 04833 04751 1491 D4'91 .. Iba. Ibo Iba. US Slevo gpm/fY s«'
"' 85 " 130 80 90 U0
61, 94 1U 137 80 114 1.52 Bl "" 112 137 80 14 1,52 Bl 94 112 137 80 14 l.52 8S 86 100 131 80 114 1.52 85 86 100 131 80 114 J.52 83 86 100 131 80 14 J.52 83 86 100 131 80 14 J.52 83 86 100 131 80 14 1.52 83 86 100 131 80 14 1.52 83 86 100 131 80 14 J.52 88 88 108 135 80 Ill J.48 88 88 108 135 80 II 1.48 88 88 108 135 80 11 1.48 88 88 108 13S 80 11 J.48 BB 88 '"8 135 80 11 1.4B 84 88 108 13S 80 ll 1.48 84 88 108 135 80 111 l.48 84 88 108 135 80 111 l.48 84 88 108 135 80 Ill 1.48 90 85 105 130 80 11 J.48 75 93 102 139 80 II 1.48 7< 93 102 139 80 11 t.4R
11 ,_,
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BB/89/2005 09:45 2555510347 EDCI
SKAPS INDUSTRIES NON WOVEN
316 SOUTH HOLLAND DRIVE
PENDERGRASS, GA 30567
TO: Weyhaueser Landfill
HWY 149
0
PAGE 24
BL# 14828 PO#
PACKINGLIST
95117 DATE 8/2/2005
GT180-1Sx900
ROLL# SQYRDS
1 2-50679 1500 1
2 2-50700 1500 2
3 2-50701 1500 3
4 2-50702 1500
5 2·50741 1500
6 2-50742 1500
7 2-50743 1500
8 2-50745 1500
9 2-50746 1500 1
10 2-50747 1500
11 2-50748 1500
12 2-50751 1500
13 2-50754 1500
14 2-50755 1500
15 2-50757 1500 1
Total Sq Yrds 22,500
1
1
GT180-15x600
ROLL# SQYRDS
2•50739 1000
2-50710 1000
100-1443 1000
Total Sq Yrds 3,000
GT180-1 Sx882
ROLL# SQYROS
2-50749 1,470
Total Sq Yrds 1,470
GT180-1Sx780
ROLL# SQYRDS
2-50708 1300
Total Sq Yrds 1,300
GT180-15x540
ROLL# SQYROS
2-50704 540
Total Sq Yrds .. 90()"""
GT180-15x372
ROLL# SQYRDS
2-50722 620
Total Sq Yrds 620
GT1 ~0-1 Sx705
ROLL l>1 SQYRDS
1 2-4 675 705
Total Sq rds · · · 1,175
GT1
ROLL
1 100-1479
0-15x645
SQYRDS
645
Total Sq Ids . ·.1;oi's
GT1 0-16x450
ROLL #I SQYRDS
1 100-1481 750
2 2-49177 750
Total Sq Yrds 1,500
GT180-15x480
ROLL #I SQYRDS
1 2-49 72 800
GT1 0-15x399
ROLL # I SQYRDS
1 2-5or 52 665
Total Sq Yrds 665
Gt1 B0-15x390
ROLL # I SQYRDS
1 2--19 74 390
Total Sq Yrd 650
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Attachment 3
Field Density Testing Results
I, l:\WPGVL\PJ'I\00-05115\0'l\L000511509-0!2.DOC ' ',
--1!!9----·--
NUCLEAR COMPACTION TEST DATA
Date: 7-25 and 7-26-05 Page _ __, __ of _I_ Project Name: -----=L,,,a,.,nd,,_fi'-'1'-'ll-"#-'l---------------------
Project Location: Weyerhaeuser Facility. Plymouth. NC Weather: ---"S"'u,.,n,.,nyµ,wH=ot"'-._+-'-----9""5"-"D~e"'gr"'e"'e"'s_,F~--------
Moisture Standard (MS): +-3% Optimum Moisture
Material Description: P,__r,..,oc"'-"to"-'r-'#-'-'l'-'.-------------------Density Standard (OS): 95% Max. Dry Density
Project Number: 5115.09
Technician· Travis Tarbet Max Dry Density· 115 9 Optimum Moisture @ 11? 9
I 35°51 '2l.650"N 76°48'23.479"\V 12" IO 123.9 I I 2.1 10.5 11.8 97.1 N
2 34°51'2l.494"N 76°48'22.474"\V I 2" IO 130.5 I 14.8 13.7 15.7 99.4 N
3 35°5 I '2 l.480''N 76°48'21.187"\V 12" IO 128.1 111.3 15.1 16.8 96.4 N
4 35°5 l '2 I .480"N 76°48'20.058"\V 12" IO 128.6 I 15. I 11.7 13.4 99.8 N
5 12" IO 120.0 107.6 11.6 12.4 93.2 y
Re1. 35°5 l '20.567"N 76°48'23.609"\V 12" IO 129.5 111.8 15.8 17.7 96.9 N
6 35°5 I '20.240"N 76°48'22.190"\V 12" 10 125.6 109.2 15.0 16.3 94.6 N
7 35°5 l '20.567"N 76°48'23.609"\V 12" IO 124.8 111.0 11. 7 13.0 96.2 N
8 35°5 l '20.416"N 76°48'20.032"\V 12" IO 124.8 110.4 13.0 14.4 95.7 N
9 35°51' l 9.573"N 76°48'23.860"\V 12" IO 127.1 I 14.6 10.9 12.5 99.3 N
IO 35°51'19.789"N 76°48'22.744"\V 12" 10 128.1 109.7 16.8 18.5 95.0 N
11 35°51' 19.574"N 76°48'21.891"\V 12·· IO 126.9 115.0 10.4 11.9 99.6 N
12 35°51' 19.574"N 76°48 '20.8 I 8"\V 12" 10 126.1 111.0 13.5 15.0 96.2 N
Comments I Field Conditions:
One 12" lift is being nlaced due to the inability of multiple lifts to sunnort the load of the haul trucks in soft areas.
l:\WPGVL\PJT-li0..05 l l5\09\L0()()5 l l509-0!2.DOC