8805_ROSCANS_1997

Ecusta a division of P.H. GLATFELTER co.
R. J. GUSSMAN
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28768-0200
TELEPHONE [phone]
Director, Environmental Affairs
Tel. [phone]
Fax [phone]
Mr. James C. Coffey
Supervisor, Permitting Branch
Solid Waste Section
Division of Waste Management
North Carolina Department of
Health and Natural Resources
P. 0. Box 27687
Raleigh NC 27611-7687
Re: Process Waste Landfill
Permit No. 88-05
Transylvania County
Dear Mr. Coffey:
October 29, 1997
Certified Mail
The Process Waste Landfill of P.H. Glatfelter Company's Ecusta Division at
Pisgah Forest is located on a man-made island surrounded by the Davidson
River and the Davidson Canal. This landfill is only used for the disposal of
solid waste generated in our papermaking, finishing, converting, etc. areas of
our paper mill. In the southwest corner of this landfill is a construction/
demolition debris area. For a further description of the materials placed in this
landfill, see either the "Solid Waste Management Plan" dated June 9, 1997, or
the Waste Stream Characterization Study in "Industrial Landfills -Transylvania
County" dated June 26, 1996. Both of these have been previously submitted to
your department.
This letter should be considered a reply to your December 19, 1996 letter
requesting further information on this landfill and to meet the requirements of
lSA NCAC 13B.0503(2)(d)(ii). The attached report from our consultants, RMT,
Inc., contains a landfill progression plan, a ground water assessment, and an
evaluation of the site's impact on ground water after its closure.
The landfill progression plan limits future lateral expansion to the permitted
waste boundary (which is the current waste footprint) as shown on Drawing S-
1610-E-6. The plan was developed in one-year phases with a design life of five
years. It is our intention to use this facility for more than five years. The
ground water assessment was based on an evaluation of six ground water
monitoring wells installed on the island in 1991, the complete results of which
Letter to Mr. James C. Coffey
NC Dept. of Health and Natural Resources
October 29, 1997
Page 2
were submitted to you most recently in June of 1996. A summary of only the
detected parameters was included in RMT's report. The evaluation of the
impact of this landfill after closure on ground water was conducted using the
U.S. EPA's "Hydrologic Evaluation of Landfill ,Performance" model with a
proposed landfill cap of either a 24" soil cover with a minimum permeability of
10-5 cm/sec. or an equivalent. The results of this analysis conclude that this
landfill cap or equivalent will virtually eliminate the infiltration from
precipitation and storm water into the landfill and the risk of impacting ground
water quality.
The attached "Process Waste Landfill Monitoring Plan" will determine the
impact of this landfill on the Davidson River and the ground water outside the
permitted waste boundary. This plan is based on past ground water
monitoring and waste characterizations. It is proposed that after a year's worth
of data has been collected, a review of the sampling frequency and parameters
with a comparison to the current 2L standards be submitted to your
department for review.
We would appreciate an early review of our "Process Waste Landfill Monitoring
Plan" so that the necessary sampling and analysis contracts can be issued. If
there are any questions, please call me.
RJG
jh
lr?.~man Di~~:
Environmental Affairs
Attachments (2)
Process Waste Landfill Progression Plan and Ground Water Assessment
Process Waste Landfill Monitoring Plan
cc: Mr. James E. Patterson (Certified) /
Solid Waste Branch
59 Woodfin Place
Asheville NC 28801
C. S. Burghardt
C. N. Carter
L. W. Nelson
PROCESS WASTE LANDFILL
LANDFILL PROGRESSION PLAN
& GROUNDWATER ASSESSMENT
P.H. GLATFELTER CO.
PISGAH FOREST, NORTH CAROLINA
C:\ WINDOWS\ TEMP\8201208. DOC
Introduction
The Ecusta Division of P. H. Glatfelter Company (Ecusta) manufacturers fine paper at their
facility on the Davidson River in Pisgah Forest, North Carolina. Presently, the facility disposes
of paper waste in the state-permitted process waste landfill. This landfill is located on an island
created in the 1930s by excavation of a canal across a point bar in the Davidson River.
Ecusta intends to continue operation of this landfill after January 1, 1998, and is required by
recently adopted industrial solid waste rules to demonstrate that the current design and
operation of the landfill will ensure compliance with the groundwater standards established in
15 NCAC 2L. Previous studies have indicated no degradation of groundwater quality has
occurred because of activities at the process waste landfill. However, based on a projected
closure within 5 years, the North Carolina Department of Environment, Health, and Natural
Resources (NC DEHNR) has requested landfill operation and final cap design information.
NC DEHNR has stipulated that operation is conditional such that the cap design provide
compliance with groundwater protection standards.
Groundwater Assessment
Groundwater at the process waste landfill has been characterized based on a monitoring well
network consisting of six groundwater monitoring wells installed in 1991. Following well
installation, two rounds of groundwater samples were collected and analyzed; water levels
were measured; and in-situ hydraulic conductivity tests were conducted. The data and an
interpretation of the results were included in the document titled, Hydrogeologic Assessment of
the Olin/Ecusta Landfill, prepared by RMT, Inc. dated December 1991.
Following the 1991 assessment activity, three of the wells were abandoned. The three
remaining wells (MW-1, MW-2, and MW-5) are on the approximate corners of the island as
shown on Drawing Number S-1610-E-5. These are water table wells screened in the uppermost
water bearing zone.
Groundwater flow was characterized in a water table map which was based on data collected
on October 15, 1991. The water table generally mimicked the topography of the island.
Groundwater flow was interpreted to be somewhat radial off the landfill and downstream.
Groundwater samples were collected on two occasions: February 13, 1991, and September 10,
1991. The samples collected in February were analyzed for volatile organic compounds,
semivolatile organic compounds, herbicides/pesticides (first round only), inorganic
compounds, and polychlorinated biphenyls (PCBs) during the first round. A summary of
detected parameters in the wells remaining on-site are tabulated in Table 1.
F:\ WPGVL \8\8201208.DOC
Table 1
Summary Of Parameters Detected In Groundwater Samples
Volatile Organics
Acetone ND ND ND ND ND 0.010(2) 0.7
Chlorobenzene ND ND ND 0.005 ND ND 0.05
l, 1-Dichloroethane 0.017 0.005 ND ND ND ND 0.7
Xylenes (total) ND ND ND ND 0.012 0.012 0.53
Semivolatile Organics
Naphthalene ND ND ND ND 0.011 0.013 0.021
Pesticides
Aldrin ND NA ND NA 0.000063 NA
Inorganics
Barium ND ND ND ND 0.225 0.265 2.0
Calcium 52.9 55.1 61.9 64.1 185 196
Iron 0.3
Magnesium
Manganese 0.05
Potassium ND ND ND ND 22.9 28.4
Sodium 6.15 6.74 52.6 94.4 30.3 40.7
Zinc 0.0409 0.032 ND ND 0.0206 ND 2.1
<1> Concentration in parts per million
<2> Analyte was detected in the method blank.
ND -Not detected above the Practical Quantitation Limit.
NA -Analyte not analyzed for.
Exceedances of North Carolina 2L Standards are shaded
F: \ WPGVL \8\8201208.DOC
Of samples collected from the three remaining process waste landfill wells, only iron and
manganese exceeded North Carolina 2L Standards. The detected concentrations were highest
in the upgradient well, MW-1. This well appears to have the least influence from the landfill
waste. In addition, North Carolina 2L Standards for iron and manganese are reflective of
secondary Federal Maximum Contaminant Levels (MCLs) and are based on aesthetic rather
than health related considerations.
Given the conservative placement of the existing well network and the proximity of the
Davidson River, in addition to the absence of health risks from the observed constituents, the
current design and future operation of the process waste landfill does not represent a risk to
human health or the environment.
Groundwater Protection
The proposed landfill cap will consist of either a 24-inch soil cover with a minimum
permeability of 10-5 cm/ sec or equivalent. USEP A's "Hydrologic Evaluation of Landfill
Performance" (HELP) model was utilized to evaluate the performance of this cover. The
attached results from the model indicate that for a surface slope of 5 percent and a fair stand of
grass, a peak daily infiltration of 0.45 inches out of 5.89 inches can be expected, which is less
than 10 percent. From this evaluation, it can be concluded that the landfill cap will virtually
eliminate the infiltration of precipitation and storm water into the landfill, thereby significantly
reducing leachate generation and the risk of impacting groundwater quality.
Landfill Progression Plan
A landfill progression plan has been developed for the process waste landfill based on an
annual waste generation rate of 4,500 cubic yards. Drawing Number S-1610-E-5 illustrates the
projected annual footprint of the waste through the year 2002, which is based on a maximum
elevation of 2,135 MSL with a 5 (horizontal) : 1 (vertical) working face. If required by
NC DEHNR to prematurely close the landfill, Ecusta will have to import and place a significant
amount of fill material to achieve minimum surface slope of 5 percent as stipulated in
NC DEHNR Closure Regulations. Drawing Number S-1610-E-6 illustrates the projected final
grading plan for the landfill should this occur. This plan would have a minimum surface slope
of 5 percent and would direct drainage to the existing storm water detention pond. However, it
is Ecusta's intention to operate this landfill beyond the year 2002 and to exceed the elevations
shown on this drawing.
F: \ WPGVL \8\8201208.DOC
Conclusions
Based on the hydrogeologic assessment, historic groundwater quality information, and results
from HELP modeling, the process waste landfill will comply with 15 NCAC 2L standards once
the final cap has been constructed. It has been demonstrated that this cap will virtually
eliminate the infiltration of precipitation and storm water into the landfill, thereby, significantly
reducing leachate generation and further reducing the risk of impacting groundwater quality.
F:\WPGVL \8\8201208.DOC
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HYDROLOGIC EVALUATION OF LANDFILL PERFORMANCE
HELP MODEL VERSION 3.01 (14 OCTOBER 1994)
DEVELOPED BY ENVIRONMENTAL LABORATORY
USAE WATERWAYS EXPERIMENT STATION
FOR USEPA RISK REDUCTION ENGINEERING LABORATORY
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PRECIPITATION DATA FILE: C:\HELP3\ecusta\ecusta.D4
C:\HELP3\ecusta\ECUSTA.D7
C:\HELP3\ecusta\ECUSTA.Dl3
C:\HELP3\ecusta\ECUSTA.Dll
C:\HELP3\ecusta\ECUSTA.D10
C:\HELP3\ecusta\ECUSTA.OUT
TEMPERATURE DATA FILE:
SOLAR RADIATION DATA FILE:
EVAPOTRANSPIRATION DATA:
SOIL AND DESIGN DATA FILE:
OUTPUT DATA FILE:
TIME: 9:18 DATE: 8/27/1997
******************************************************************************
TITLE: P.H. GLATFELTER -PROCESS WASTE LANDFILL -CAP EVALUATION
******************************************************************************
NOTE: INITIAL MOISTURE CONTENT OF THE LAYERS AND SNOW WATER WERE
COMPUTED AS NEARLY STEADY-STATE VALUES BY THE PROGRAM.
LAYER 1
TYPE 1 -VERTICAL PERCOLATION LAYER
MATERIAL TEXTURE NUMBER 10
THICKNESS = 6.00 INCHES
POROSITY 0.3980 VOL/VOL
FIELD CAPACITY = 0.2440 VOL/VOL
WILTING POINT 0.1360 VOL/VOL
INITIAL SOIL WATER CONTENT = 0.3980 VOL/VOL
EFFECTIVE SAT. HYD. COND. = 0.119999997000E-03 CM/SEC
NOTE: SATURATED HYDRAULIC CONDUCTIVITY IS MULTIPLIED BY 3.00
FOR ROOT CHANNELS IN TOP HALF OF EVAPORATIVE ZONE.
LAYER 2
TYPE 3 -BARRIER SOIL LINER
MATERIAL TEXTURE NUMBER O
THICKNESS = 18.00 INCHES
POROSITY = 0.4750 VOL/VOL
FIELD CAPACITY 0.3780 VOL/VOL
WILTING POINT 0.2650 VOL/VOL
INITIAL SOIL WATER CONTENT 0.4750 VOL/VOL
EFFECTIVE SAT. HYD. COND. 0.999999975000E-05 CM/SEC
GENERAL DESIGN AND EVAPORATIVE ZONE DATA
NOTE: SCS RUNOFF CURVE NUMBER WAS COMPUTED FROM DEFAULT
SOIL DATA BASE USING SOIL TEXTURE #10 WITH A
FAIR STAND OF GRASS, A SURFACE SLOPE OF 5.%
AND A SLOPE LENGTH OF 300. FEET.
SCS RUNOFF CURVE NUMBER
FRACTION OF AREA ALLOWING RUNOFF =
AREA PROJECTED ON HORIZONTAL PLANE
EVAPORATIVE ZONE DEPTH
INITIAL WATER IN EVAPORATIVE ZONE
UPPER LIMIT OF EVAPORATIVE STORAGE =
LOWER LIMIT OF EVAPORATIVE STORAGE =
INITIAL SNOW WATER =
INITIAL WATER IN LAYER MATERIALS
TOTAL INITIAL WATER
TOTAL SUBSURFACE INFLOW
86.00
100.0
1.000
6.0
2.388
2.388
0.816
0.000
10.938
10.938
0.00
EVAPOTRANSPIRATION AND WEATHER DATA
NOTE: EVAPOTRANSPIRATION DATA WAS OBTAINED FROM
PISGAH FOREST NORTH CAROLINA
PERCENT
ACRES
INCHES
INCHES
INCHES
INCHES
INCHES
INCHES
INCHES
INCHES/YEAR
MAXIMUM LEAF AREA INDEX = 2.00
START OF GROWING SEASON (JULIAN DATE) = 96
END OF GROWING SEASON (JULIAN DATE) = 298
AVERAGE ANNUAL WIND SPEED = 7.60 MPH
AVERAGE lST QUARTER RELATIVE HUMIDITY = 71.00 9,, 0
AVERAGE 2ND QUARTER RELATIVE HUMIDITY = 75.00 9,, 0
AVERAGE 3RD QUARTER RELATIVE HUMIDITY 84.00 %
AVERAGE 4TH QUARTER RELATIVE HUMIDITY 77.00 9,, 0
NOTE: PRECIPITATION DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR ASHEVILLE NORTH CAROLINA
NORMAL MEAN MONTHLY PRECIPITATION ( INCHES)
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
------------------------------------------
5.32 5.31 6.49 4.67 5.98 5.31
5.96 6.29 5.08 5.20 5.30 5.43
NOTE: TEMPERATURE DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR ASHEVILLE NORTH CAROLINA
NORMAL MEAN MONTHLY TEMPERATURE (DEGREES FAHRENHEIT)
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
34.60
71. 20
37.20
70.50
44.90
64.90
53.20
54.50
60.90
45.80
67.80
38.00
NOTE: SOLAR RADIATION DATA WAS SYNTHETICALLY GENERATED USING
COEFFICIENTS FOR ASHEVILLE NORTH CAROLINA
STATION LATITUDE = 35.26 DEGREES
*******************************************************************************
AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 1 THROUGH 20
JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC
PRECIPITATION
TOTALS
STD. DEVIATIONS
RUNOFF
TOTALS
STD. DEVIATIONS
EVAPOTRANSPIRATION
TOTALS
STD. DEVIATIONS
5.16
5.53
2.41
2.03
1.497
0.364
1.706
0.475
1.138
3.511
0.211
5.44
6.26
2.60
3.38
1. 795
0.860
1. 766
1. 254
1. 354
2.818
0.297
5.62
4.42
3.10
2.45
0.962
0.569
1.164
0.897
2.323
2.038
0.542
4.68
4.23
2.49
2.27
0.261
0.594
0.348
0.737
2.484
1.606
0.898
6.85
5.46
2.06
3.50
1.090
1.652
1.181
2.055
3.471
1.170
0.692
6.00
5.52
2.37
2.83
0.503
1.517
0.639
1.815
3.715
0.862
1.066
1.058 0.966 0.735 0.479 0.243 0.151
PERCOLATION/LEAKAGE THROUGH LAYER 2
------------------------------------
TOTALS 2.5515 2.3903 2.5820 2.0532 2.2787 1.8609
1. 5932 2.5203 1.7037 2.0364 2.5119 2.9247
STD. DEVIATIONS 1. 3183 1. 2769 1.7810 1. 5773 0.8260 1.2200
1.0573 1.6712 1. 1514 1.2990 1.5309 1.2048
AVERAGES OF MONTHLY AVERAGED DAILY HEADS (INCHES)
DAILY AVERAGE HEAD ACROSS LAYER 2
-------------------------------------
AVERAGES 0.4804 0.4762 0.4859 0.3450 0.4684 0.3158
0.3005 0.5041 0.3374 0.3774 0.5388 0.5892
STD. DEVIATIONS 0.3174 0.3498 0.4272 0.2942 0.2451 0.2831
0.2458 0.4304 0.2999 0.3017 0.3862 0.3210
*******************************************************************************
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AVERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 1 THROUGH 20
INCHES CU. FEET PERCENT
PRECIPITATION 65.15 7.109) 236505.4 100.00
RUNOFF 11.663 4.3695) 42338.38 17.902
EVAPOTRANSPIRATION 26.491 2.4292) 96161.34 40.659
PERCOLATION/LEAKAGE THROUGH 27.00685 4.07071) 98034.859 41. 45143
FROM LAYER 2
AVERAGE HEAD ACROSS TOP 0.435 ( 0.083)
OF LAYER 2
CHANGE IN WATER STORAGE -0.008 0.4334) -29.19 -0.012
*******************************************************************************
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PEAK DAILY VALUES FOR YEARS
PRECIPITATION
RUNOFF
PERCOLATION/LEAKAGE THROUGH LAYER 2
AVERAGE HEAD ACROSS LAYER 2
SNOW WATER
MAXIMUM VEG. SOIL WATER (VOL/VOL)
MINIMUM VEG. SOIL WATER (VOL/VOL)
1 THROUGH
(INCHES)
5.89
5.116
0.453537
6.000
9.12
20
(CU. FT.)
21380.699
18571.7930
1646.34021
33092.1055
0.3980
0.1009
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FINAL WATER STORAGE AT END OF YEAR 20
LAYER (INCHES) (VOL/VOL)
1 2.2272 0.3712
2 8.5500 0.4750
SNOW WATER 0.000
******************************************************************************
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NORTII CAROLINA
1996 AVERAGE TEMPERATURES AND DEPARTURES FROM NORMAL (°F)
STATION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ANNUAL ! ; ... ffi ~ Q
! I ~ Q
! ;
~ ~ ! ~ NORTH CAROLINA
SOUTHERN MOUNTAINS 01
ANDREWS
ASHEVILLE WSO AP
ASHEVILLE
BENT CREEK
BLACK MOUNTAIN 2 W
BREVARD
CANDLER l W
CATALOOCHEE
CELO 2 S
COWEETA EXP STN
CULLOWHEE
FLETCHER 3 W
FOREST CITY 6 SW
FRANKLIN 3 W
HENDERSONVILLE l NE
HICKORY FAA AIRPORT
HIGHLANDS
HOT SPRINGS
LAKE TOXAWAY 2 SW
MARION 2 NW
MARSHALL
MORGANTON
MOUNT MITCHELL
MURPHY 2 NE
OCONALUFTEE
PISGAH FOREST l N
SWANNANOA 2 SSE
TAPOCO
TRYON
WATERVILLE 2
r36.oi
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--DIVISIONAL DATA-------> 36 .4i
35.0: NORTHERN MOUNTAINS 02
BANNER ELK
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BOONE l SE
GRANDFATHER MOUNTAIN
JEFFERSON 2 E
LENOIR
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NORTH WILKESBORO
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HIGH POINT
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1.6 52.8! -1.0
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l. 8 53 • 6i -.1
2.1 49.Si -.3
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1.5 59.4i -.5
2.3 56.li -.8
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l.6 54.5: -.6
2.4 49.3( -.2
l. 0 M47. Si -1. 6
48. 5!
2.0 44.8! -1.1
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55 .3i
-1.1 55.0i -3.1
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2.5 57.3i -1.4
3.0 58.li .2
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4.6 59.4i l.6
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2 .2M i
3.0 SB.Bi -.5
4.0 57.4: .5
NORTH CAROUNA
1996
STATION
SOUTHERN MOUNTAINS 01
ANDREWS
ASHEVILLE WSO AP
ASHEVILLE
BENT CREEK
BLACK MOUNTAIN 2 W
BREVARD
BRIDGEWATER HYDRO
CANDLER 1 W
CANTO
CATALOOCHEE
CELO 2 S
COWEETA EXP STN
CULLOWHEE
ENKA
FLETCHER 3 W
FOREST CITY 6 SW
FRANKLIN 3 W
HENDERSONVILLE 1 NE
HICKORY FAA AIRPORT
HIGHLANDS
HOT SPRINGS
LAKE LURE 2
LAKE TOXAWAY 2 SW
MARION 2 NW
MARSHALL
MORGANTON
MOUNT MITCHELL
MURPHY 2 NE
NORTH FORK 2
OCONALUFTEE
PISGAH FOREST 1 N
ROSMAN
SWANNANOA 2 SSE
TAPOCO
TRYON
WATERVILLE 2
WAYNESVILLE 1 E
R
R
--DIVISIONAL DATA------->
NORTHERN MOUNTAINS 02
BANNER ELK
BLOWING ROCK 1 NW
BOONE 1 SE
ELKIN
GRANDFATHER MOUNTAIN
IDLEWILD
JEFFERSON 2 E
LENOIR
MOUNT AIRY 2 W
NORTH WILKESBORO
PATTERSON
RHODHISS HYDRO PLANT
SPARTA 3 SSW
TRANSOU
W KERR SCOTT RESERVOIR
YADKINVILLE 6 E
--DIVISIONAL DATA------->
NORTHERN PIEDMONT 03
ARCOLA
BURLINGTON FIRE STN
BUTNER FILTER PLANT
CHAPEL HILL 2 W
TOTAL PRECIPITATION AND DEPARTURES FROM NORMAL (INCHES)
JAN FEB MAR APR MAY JUN
PRECIP. \DEPARTURE PRECIP. jDEPARTURE PRECIP. jDEPARTURE PRECIP. jDEPARTURE PRECIP. !DEPARTURE PRECIP. !DEPARTURE
M 12.97 M 3.61 11.04 4.46 7.55 2.40 5.91 .80 5,01 .27 7.22 3.97 2. 71 -1.20 3.36 -1.27 2.00 -1.36 2.55 -1.88 3.54 -.69 5.78 3.31 2.98 -.27 2.70 -1.18 2.70 -.42 2.67 -.94 3.69 .42 7.77 4.61 3.25 -.64 3.56 -1.34 2.54 -1.15 2.29 -2.05 3.79 .16 M 7.37 M 3.39 3.43 -1. 58 2.67 -1.20 5.43 .46 3.46 -1.00 M 8.97 M ,48 M M 3.12 2.79 -3.13 7.23 1. 68 6.99 3.74 4.28 .52 4.01 -.65 2.87 -.62 2.17 -2.82 3.03 -1.10 7.85 3.60 3.86 2. 74 2.28 4.21 4.43 M 2.56 M 3 .11 4.40 3.42 4.49 4.70 M 1. 85 3.39 4.09 7.47 5.14 11.55 7.10 5.75 .85 5.41 -.70 2.61 -1. 91 2.48 -2.92 4.85 .54 14 .18 7.53 5.38 -1. 63 7,28 -.49 6.03 .22 3.23 -2.89 7.98 2.93 9.56 5.24 3.38 -1.26 5.55 .12 4.90 1.15 6.78 2.23 4.35 -.09 M 2.25 M M M 2.27 -1. 52 4.10 .84 8.21 4.60 2.99 -1.22 3.75 -1.48 2.32 -1.27 2.65 -2.15 3.75 -.87 6.88 3.96 5.71 3.27 2.21 3.80 10.36 5.90 M 2.56 6.34 .67 4.56 .45 3.73 -.76 5.34 1.21 10.84 6.94 3.63 -.83 5.34 -.33 2.83 -1.06 2.37 -2.62 5.14 .30 6.25 2.66 M 3.46 3.89 -.89 2, 67 -.78 2.76 -1. 73 4,51 -.22 16.43 10.02 M 5.67 8.43 .21 6.32 .16 3.97 -3.66 8.33 1.06 M M 2.62 -1.57 3.40 -.38 4.79 . 72 3.07 -.36 M 7.90 4.00 4.81 M 2. 77 2.14 2. 77 M 16.28 5.68 -1.35 7.21 -1. 86 M M 3.45 M M M 1.55 -3.55 6.62 3. 71 2.84 -.65 3.29 -. 72 3.39 .11 6.66 2.95 3.63 .34 5. 74 1.93 M 3.90 3.19 -1.53 2.85 -.83 3.87 -.98 4.36 -.43 14.18 4.93 7,51 3.96 2.73 4.87 M 9.90 3.95 -1.25 9.20 3.25 6.27 1. 65 6.96 2.36 4.58 .37 7.31 3.70 4.03 .16 3.90 -.98 3.22 -.74 3.85 -1.15 2.92 -1.45 M 8.66 4.76 -.31 M 6.54 5. 71 .96 5.12 .04 5.26 .96 11.45 6.13 3.88 -1. 43 5.43 -1.06 3.80 . -.87 2.99 -2.99 5.42 .11 14.79 8.33 4.85 -1. 52 5.39 -2.63 5.35 -.39 3.74 -3.35 9.06 2.20 8.29 4.59 3.66 -.47 4.16 -.95 2.88 -1.00 3.24 -1. 95 4.01 -.85 10.33 5.09 4. 72 -.50 7.66 1. 51 4.64 -.08 6,22 .87 3.59 -1. 41 10.01 4.79 4.51 -.93 5.92 -.59 3.70 -.99 2.89 -3.00 2.65 -3.06 8.09 4.70 4.49 .70 3.64 -.95 4.01 .12 5.40 . 71 4.80 .32 9.46 5.58 3.27 -1.13 4.67 -.61 4.03 .42 3.36 -.90 3.30 -.26 8.98 4. 71 3.88 -.70 5.19 -.33 3.91 -.25 4.09 -.81 4.66 .18
M 6.23 M 1. 64 M 1. 76 M 2.30 4.13 -.67 4.08 -.38 9.91 5.42 3.56 -1.26 4.62 -1.50 3.73 -1. 71 3.49 -2.65 7.09 1. 40 8.10 M 3.44 M 4.09 3.32 5.25 3.02 5.81 2.15 3.16 -.62 3.56 -.93 2.41 -1.43 4.76 .26 7.09 2.87 10.18 6.15 4.79 .15 6.90 1.47 3.66 -1.19 4.92 -.99 7.61 1.41
M 3.97 M 1.19 M 4.09 M 1. 02 M 3.57 M 6.31 5.35 1. 93 3.15 -.79 3.17 -1. 46 2.29 -1.34 4.36 -.21 3.84 -.80 6.30 3.03 2.42 -1.02 3.89 -.29 2.45 -1.27 4.56 .21 8.01 4.30 M M 3.24 3.81 -.82 2.05 -1.82 3.90 -.62 3. 71 -1.12 M 4.63 M 3.40 3.26 -1.47 2.60 -1. 49 4.65 -.11 4.02 -.36 7.10 3.57 3.95 -.17 3.82 -. 71 2.49 -.95 3.10 -1.23 3.52 -1.05 9.70 6.44 2.55 -1.29 5.25 .37 3.05 -1.15 3.14 -2 .13 6.64 2.66 M 7.93 3.91 -.13 3.89 -1.34 2.66 -1.74 4. 77 -.65 5.03 .41 9.61 2.74 3.47 2.76 3.26 3.45 5.76 2.25 3.48 -.22 3.63 -.69 3.31 .12 3.19 -1.13 3.34 -.54 7.89 4.23 3.44 -.59 4.17 -.70 2.91 -1.20 4.18 -.69 4.92 .30
4.52 1. 00 3.79 .14 3.39 -.51 3. 72 .60 4.13 .15 6.48 2.56 M 2.63 M 1.86 5.32 1.44 M 2.18 5.79 1. 46 1. 43 -2.83 3.81 -.03 2.33 -1.27 3.69 -.46 2.96 -.19 4.67 -.05 M . 71 5. 4.3 1. 69 2.25 -1. 62 4.03 -.18 3.86 .64 3.90 -.60 1. 98 -2.40
2
NORTI{ CAROLINA
1996
STATION
SOUTHERN MOUNTAINS 01
ANDREWS
ASHEVILLE WSO AP
ASHEVILLE
BENT CREEK
BLACK MOUNTAIN 2 W
BREVARD
BRIDGEWATER HYDRO
CANDLER 1 W
CANTO
CATALOOCHEE
CELO 2 S .
COWEETA EXP STN
CULLOWHEE
ENKA
FLETCHER 3 W
FOREST CITY 6 SW
FRANKLIN 3 W
HENDERSONVILLE 1 NE
HICKORY FAA AIRPORT
HIGHLANDS
HOT SPRINGS
LAKE LURE 2
LAKE TOXAWAY 2 SW
MARION 2 NW
MARSHALL
MORGANTON
MOUNT MITCHELL
MURPHY 2 NE
NORTH FORK 2
OCONALUFTEE
PISGAH FOREST 1 N
ROSMAN
SWANNANOA 2 SSE
TAPOCO
TRYON
WATERVILLE 2
WAYNESVILLE 1 E
R
R
--DIVISIONAL DATA------->
NORTHERN MOUNTAINS 02
BANNER ELK
BLOWING ROCK 1 NW
BOONE 1 SE
ELKIN
GRANDFATHER MOUNTAIN
IDLEWILD
JEFFERSON 2 E
LENOIR
MOUNT AIRY 2 W
NORTH WILKESBORO
PATTERSON
RHODHISS HYDRO PLANT
SPARTA 3 SSW
TRANSOU
W KERR SCOTT RESERVOIR
YADKINVILLE 6 E
--DIVISIONAL DATA------->
NORTHERN PIEDMONT 03
ARCOLA
BURLINGTON FIRE STN
BUTNER FILTER PLANT
CHAPEL HILL 2 W
TOTAL PRECIPITATION AND DEPARTURES FROM NORMAL (INCHES)
JUL AUG SEP OCT NOV
PRECIP. DEPART. PRECIP. i DEPART. PRECIP. DEPART. PRECIP. DEPART. PRECIP. DEPART.
:
5. 72 .28 10.06 5.08 6.90 2.86 2.93 -.73 7.33 2.50 4.83 .31 6.68 1. 99 5.22 1. 35 .68 -2.91 4.45 .86 3.27 .34 4.78 1.02 5.45 2.25 .45 -2.32 3.09 .17 5.24 1.31 7.13 2. 71 5.58 1. 57 .60 -3.12 3.40 -.46 2.97 -1.46 5.93 1. 53 7.70 4.01 .52 -3.66 5.23 1.27 6.41 . .50 M 3.96 9.50 4.41 1.31 -4.01 M 3.80 3. 75 -: -.84 6.73 2.21 4.76 .54 1.23 -2.81 4.76 1. 07 3.64 5.92 7.93 .82 5.00 6.27 4.40 5.31 1.21 2.85 4.22 4.73 3.63 1. 38 4.65 3.43 -1.31 9.14 3.98 5.21 .37 1. 62 -3.46 5.54 .50 4.67 -.29 5.36 -.09 11.10 5.70 2.34 -2.62 5.30 -.61 5.92 1. 36 6.42 2.31 6.69 3.07 1.16 -2.20 5.61 1. 77 3.58 -.01 3.45 -.67 7.86 4.42 M .69 M 1. 61 4.83 -.11 5.79 .17 4.52 .41 1.09 -2.88 3.00 -.95 3.61 : 5.59 4.05 1. 07 3.87 4.37 .07 5.86 1.36 7.05 2.76 M 1.16 6.59 2.61 8.06 3.32 3.14 -2.86 4.77 .39 .83 -3.70 6.41 2.14 2.24 -2.34 8.93 4.81 4.75 .59 1.31 -2.49 3. 71 .16 5.63 -1.01 10.65 3.74 11.81 5.01 1.90 -4.35 M 7.37 5.92 .88 2.94 -.95 2.01 -1. 33 1.24 -1.39 M 4.59 3.90 15.82 10.91 1.05 3.68
M M 6.99 2.47 2.62 -2.47 M 5.13 2.52 -1.73 6.36 2.51 4.18 1.24 1.29 -1.34 3.27 .40 1.21 -3.13 6.96 2.98 5.30 1. 03 1. 59 -2.67 3.84 .06 3.43 12.98 12.89 2.29 7.67 4.62 -.84 5.61 .81 6.92 3.22 2.38 -.90 5.56 1.44 3.41 -1.43 6.79 2.40 4.82 .88 .84 -3.00 4.19 .47 4.12 : -.70 6.75 2.76 3.82 -.10 1.49 -2.10 M 5.49 5.25 : -.71 9.11 2.82 9.90 4.82 1.32 -3.88 3.96 -1.34 8.34 1.05 9.19 1. 83 8.86 2.61 1. 71 -4. 71 5.73 -.99 3.62 -.70 5.15 .22 6.91 2.55 .90 -3.90 5.92 1.70 7.02 .63 4.50 -.54 5.19 1.11 2.01 -1.41 7.28 2.99 5.74 .44 11.37 5.46 6.66 1.27 1.25 -4.11 3.89 -.88 6.20 .92 2.88 -1. 55 3.32 -.26 2.27 -.33 5.46 2.24 3.56 -.42 3.82 -.33 7.38 3.98 1. 67 -1.30 M 3.56 4. 77 -.06 6.56 1. 69 6.55 2.37 1. 45 -2.50 5.07 .92
5.66 .99 9.32 4.58 5.77 1. 64 1. 92 -2.09 M 4.35 7.74 1.93 12.98 7.31 5.42 -.37 1. 64 -3. 72 8.98 3.42 5.17 10.96 6.09 1.31 8.25 3.42 -.77 10.68 6.15 8.22 3.98 2.00 -1. 92 3.57 .40 3.43 -2.09 10.87 4.99 6.28 .34 1.41 -3.99 6.35 1. 76
M 6.29 9.50 5.36 4.56 .35 M .88 4.01 .21 2.66 -2.18 8.20 4.02 6.89 2.64 1. 79 -2.27 M 3.73 3.34 -1.20 9.24 5.42 5.22 1. 02 2.51 -1.27 4.78 1.55 2.93 -1. 37 10.88 6.19 6.51 2.24 2.20 -1. 95 3.82 .28 1. 80 -2.67 12.98 7.82 6.54 2.23 2.00 -2.15 M 3.55 1. 55 -2.79 7.93 3.70 4.74 .48 1. 05 -2. 72 5.24 1. 77 5.58 .99 6.85 2.42 5.97 1. 71 2.85 -1.90 6.17 1. 74 6.95 2.08 15.73 11. 23 6.81 2.10 1. 91 -3.15 6.68 2.13 3.55 12.49 8.40 2.30 3.41 4.63 .39 4.17 .53 5.86 2 .13 1. 65 -2.22 M 3.10 4.pl -.20 10.39 5.80 6.16 1. 63 1. 86 -2.51 5.79 1. 78
5.40 1.00 5.80 .97 9.26 5.90 4.81 1. 56 4.09 .75 2.94 -1.66 7.19 2.92 11. 73 8.15 4.25 .99 3.06 -.01 4.29 -.40 6.31 1. 52 14.36 10.73 2.84 -.52 3.55 .29 4.92 .87 4.92 .48 13. 97 10. 77 4.73 1.26 3.32 -.17
3
DEC ANNUAL
PRECIP. DEPART. PRECIP. i DEPART.
8.87 2.98 M 87.90
3.92 .40 47.16 -.43 2.89 .10 40.45 2.48 M 4.14 M 49.29
M 4.35 M 52.45 M 9.16
5.24 1. 74 49.82 .98 3.89 51.74
3.56 M 46.01
M 6.03 M 51. 28
5.06 .82 62.65 3.86 8.01 1.20 80.86 8.96 5.35 .90 65.67 14.60 M 3.00
5.11 1.20 48.01 -4.55 5.58 49.60
4.88 .27 M 62.80
4.88 .45 58.24 2.14 4.39 .48 M 48.87
10.92 3.48 M 97.43
3.25 .36
4.90 M 64.65
M 2.85
3.61 .72 47.66 7.54 5.86 2.12 M 48.67
9.09 86.53 M 7.55 M 73.50 5.41 2.06 50.69 .92 6.89 1. 71 M 64.61
6.89 1.46 69.40 3.06 9.82 2.55 86.83 4.98 4.83 .84 53.57 .08 5.78 .79 68.94 9.05
8.01 2.89 66.60 1.29 4.38 .92 54.94 7.54 5.01 .87 M 53.09 5.58 1.22 60.69 6.44
M 4.99 M
6.67 2.24 75.83 10.51 M 4.90 M 63.90 5.15 1. 65 59.83 11. 79 5.13 1.24 71. 53 9.25
M 7.63
4.42 1.11 M
5.27 1. 67 M 50.70
·5.30 1. 93 58.02 12.41 4.94 1.28
5.66 2.19 M 55.09
4.46 .70 48.95 .60
5.63 2.21 63.38 12.07
4.88 1. 04 M 71.15
6.03 61.47 5.42 1. 84 M 47.54
5.34 1. 66 61.66 9.51
4.59 1.31 59.98 15.43
3.84 .38 M 52.22
3.57 .26 M 53.09
3.66 .21 56.97 10.95
NORnl CAROLINA
1996
0 z
0 z
z STATION ~ 0 COUNTY ;;; ~ ~ 0
GASTONIA 3356 05 GASTON GLENDALE SPRINGS 3455 02 ASHE GOLDSBORO 4 SE 3510 07 WAYNE GRAHAM 2 ENE . 3555 03 ALAMANCE GRANDFATHER MOUNTAIN 3565 02 AVERY GREENSBORO WSO AIRPORT R 3630 03 GUILFORD GREENVILLE 3638 07 PITT HAMLET 3784 05 RICHMOND HATTERAS 3897 08 DARE HENDERSON 2 NNW 3969 03 VANCE HENDERSONVILLE 1 NE 3976 01 HENDERSON HICKORY FAA AIRPORT 4020 01 BURKE HIGHLANDS 4055 01 MACON HIGH POINT 4063 03 GUILFORD HOFMANN FOREST 4144 06 ONSLOW HOT SPRINGS 4260 01 MADISON IOLEWILD 4385 02 ASHE JACKSON 4456 08 NORTHAMPTON JACKSON SPRINGS 5 WNW 4464 05 MONTGOMERY JEFFERSON 2 E 4496 02 ASHE KINSTON 5 SE 4684 07 LENOIR KINSTON AG RESEARCH 4689 07 LENOIR LAKE LURE 2 4764 01 RUTHERFORD LAKE TOXAWAY 2 SW 4788 01 TRANSYLVANIA LAURINBURG 4860 06 SCOTLAND LENOIR 4938 02 CALOWELL LEWISTON 4962 08 BERTIE LEXINGTON 4970 04 DAVIDSON LINCOLNTON 4 W 4996 05 LINCOLN LONGWOOD 5116 06 BRUNSWICK LOUISBURG 5123 03 FRANKLIN LUMBERTON 3 SE 5177 06 ROBERSON MANTEO AIRPORT 5303 08 DARE MARION 2 NW 5340 01 MCDOWELL MARSHALL 5356 01 MADISON MOCKSVILLE 5 SE 5743 04 DAVIE MONROE 4 SE 5771 05 UNION MOREHEAD CITY 2 WNW 5830 07 CARTERET MORGANTON 5838 01 BURKE MOUNT AIRY 2 W 5890 02 SURRY MOUNT HOLLY 4 NE 5913 05 GASTON MOUNT MITCHELL 5923 01 YANCEY MURFREESBORO 2 W 5996 08 NORTHAMPTON MURPHY 2 NE 6001 01 CHEROKEE NASHVILLE 6044 08 NASH NEUSE 2 NE 6091 04 WAKE NEW BERN FAA AP 6108 07 CRAVEN NEW HOLLAND 6135 07 HYDE NORTH FORK 2 6236 01 BUNCOMBE NORTH WILKESBORO 6256 02 WILKES NORWOOD 1 ENE 6274 05 STANLY NORWOOD 6 W 6289 05 STANLY OCONALUFTEE 6341 01 SWAIN OXFORD 2 SW 6507 03 GRANVILLE OXFORD AG 6510 03 GRANVILLE
PATTERSON---.. . 6602 02 CALDWELL
PISGAH FOREST'·'f~N~ ~680S'l#: i<'~~~RANSYLVANIA ...
STATION INDEX . YEARS OF OPENED
RECORD OR CLOSED : DURING YR SEE ELEVATION LATITUDE LONGITUDE ~ ti ~ ~il~~ REFERENCE FEET ~
!
> NOTES
"" '1l 0"": 0 d ~oi~ 35 16 81 aw 700 ---
i ll 36 21 81 23W 2910 H 35 20 77 saw 109 H 36 5 79 22W 660 II 36 6 81 49W 5300 H 36 5 79 57W 897 C HJ 35 38 77 24W 32 C H 34 54 79 42W 350 II 35 13 75 43W 15 H 36 22 78 25W 480 H 35 20. 82 27W 2160 H 35 44 81 23W 1143 H 35 3 83 12W 3840 H 35 58 79 ·s9w 900 H 34 50 77 18W 44 H 35 53 82 49W 1396 H 36 18 81 27W 2900 OCT H 36 24 77 25W 130 H 35 13 79 44W 730 H 36 25 81 26W 2770 H 35 13 77 32W 55 H 35 22 77 33W 60 H 35 26 82 14W 1040 C H 35 7 82 57W 3080 H 34 45 79 27W 210 C H 35 55 81 32W 1200 H 36 8 77 lOW 50 H 35 51 80 16W 760 C H 35 28 81 20W 900 H 34 1 78 33W 40 H 36 6 78 19W 260 H 34 37 78 59W 112 H 35 55 75 42W 13 C H 35 40 82 2W 1466 H 35 48 82 40W 2000 H 35 48 80 30W 802 H 34 58 80 30W 580 H 34 44 76 44W 10 C H 35 45 81 41W 1160 H 36 29 80 40W 1040 H 35 20 80 59W 610 H 35 45 82 17W 6240 H 36 26 77 aw 100 H 35 7 84 ow 1640 H 35 58 77 saw 205 35 55 78 34W 280 H 35 4 77 3W 16 H 35 27 76 llW 2 H 35 40 82 21W 2480 H 36 10 81 9W 1120 H 35 14 80 6W 290
35 14 80 14W 450 H 35 31 83 19W 2040 H 36 17 78 37W 500 H 36 17 78 37W 500 H 36 0 81 34W 1270 H · .: ,.-3.~c,.l.6;,i,.,, .,, .-,,, c::'.i-:,B?..,'~-~!'l,4e:_ .. ;, -:~,;e,;.~J.+,R,,,.c, ·-. HL ·~-·.~;,,~
21
Ecusta Division
P. H. Glatfelter Co.
PROCESS WASTE LANDFILL MONITORING PLAN
Ground water monitoring stations, as shown on Drawing S-1610-E-5, MW-1,
MW-2 and MW-5, were installed in 1991. The well construction records for
these wells were previously submitted to you in June of 1996 and their
locations discussed with Mr. Lutfy on February 25, 1997.
The surface water monitoring stations, also shown on Drawing S-1610-
E-5, are located upstream and downstream of the Process Waste Landfill.
These stations were selected to show the impact of the Process Waste Landfill
on the receiving stream, the Davidson River.
Based on the data and the waste stream characterization study contained in
previously submitted reports, in particular, my letter to you on "Industrial
Landfill 88-05" dated June 26, 1996, a monitoring plan was developed.
Particular attention was paid to the analytical results from the NC 2L analysis
in chapter 3 of this report. The monitoring plan was developed to determine
the impact of this landfill on the ground waters and the Davidson River.
PROPOSED MONITORING PLAN
Sampling Frequency
Twice per year, in March and November.
Sample Locations
Ground water: MW-1, MW-2 and MW-5
Surface water:
Upstream: POOl, P003
Downstream: P002
Parameters
pH
To
Conductivity
Total dissolved solids
Iron
Manganese
TOC
After the accumulation of one year's data, a review of the sampling frequency
and parameters with a comparison of the latter to the current 2L standards will
be submitted to Mr. Lutfy.
._._.....,.(~ ~ ,;,;;; 4!4*'.._.,., ........ ,w•+w v+w:ca11; ,, =« ~
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid \laste Management
Sol id \laste Section
SOLID YASTE IWIAGEJEIIT FACILITY EVALLIATICJI REPORT
,,/
1'
Type of Facil ity-f..,_ . .._b ... rl-'1-• "'-}..,.,...,_, ·..;.., \__./"'-• .._1,._v·..,_1_f...,.'/....,1 ... · /_.·! __ Permit ti )\ K ~ 1) '.;>
o L / t .
Coulty __ r ..... · • ..;..,_.'"..,_,.--"-i,.-'l_,_._._~ ..... ,~,'---------J
Nane of Facil ity_""'l""':.,_r _t_• _·+_1>"--_l-'-)"'_,,.r_· ~:~-' __ ·_, _1 _, ---1)-"-'--------Location ) fl I "i' I ( , ( J_
' } /':l..) } r Date of Last Evaluation._ _ _._'---=-----'-! -'11-----1
I. Pe,..it Conditions Followed _.X __ Yes No N/A
A. Specific Condition(s) Violated·---------------------------------
II.· ~rational R~ir--.ts Followed ---'X_,___Yes
15A N.C. Amin. Code 138 Section _..:.•_()_t.:::.j ...:D:....:;';:..., ---------
A. Specific Violation(s) by l"Ullber and letter.
' ' III. Other Violations of Rule or Law. _________________________________ _
IV. Evaluator's Conments _____________________________________ _
V. Contiruation Page R~ired? __ Yes )" llo --,-Receivi~ Si!TQture'ffJ ~) / .,. ~ .,., , . ..,., " T(/-,-'-c:,"'--/~j'f---~-.-~~~--/~,,...-=-.ac+)...,....,;..;....;..=.:....;._ _____ _
Sol id \laste Section __ -+.,...,.'-"-''--...._--''---''----'//_A_/ .... ,-=""-· -'--".------Evaluation Date f I j i I J I -,
DEHIIR 3793 (Part I .... ite: Facility Part Part Ill Pinlc: Regional Office)
Solid \laste Section (ReYiew 7/94)
(;.:-;. 1 · OA "2G' quh~ that an ~uation program be established for the
'ion of sc.l id waste nanagement facilities on a statewide basis. 'Ihe
a Wu.$ .e ~ ia4t::r1a1 Ac~t arrl Solld. Waste Manageirent Rule.s codified at
1 i ~ ·t ... · :m?ntq wnid1 ITlU.:;,°t ru follc:Med by solid waste
ion ~ sonnel • .hall CClll'pletc the ev-dluation form each
o-f',;'jc:ial valuat.ion_c;. 'lhe f01m shall be signed by
~·vir..:J the nport.
ilJ.ty cq,y
le \Ju oent.tal office fil Jf1'f
,gi· off · c . t t . CX:{1Y
' n ; i ,i 1n1; v ta ined in acxx:>rdance with the Record Retention and
1, .... c H "h u.l , 01 Ute Sol Ld wast.£~ Sec.:tion, solid Waste Management
lln o u•prt t.mer:t. of Environm • .:mt, Health and Nalurdl Resources.
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Sol id llaste Ma11age1e,t
Solid llaste Section
SOLID WASTE NANAGEJEIIT FACILITY EVALUATICII REP(J!T
Type of Facility :£-:.ck")/; ,;JL__7-J1(0t/ Permit I ~ -{\ 5 COU'lty ,..,.hJ'1;,fi_ 111/Hf'I/J;;).
., "' ,.-
Nane of Facility t.c..u~J;q r f-~·hCY L?rclh\t} Location ')(<. I 'f I? 1, ff5p ).. hlY"'f,.... v r ·
Date of Last Evaluation l / lo / ~ 7
I. Pen1it Conditions Followed ___ Yes ___ No N/A
A. Specific Condition(s) Violated. _______________________________ _
II. Operational R~irements Followed _ Jl<--_Yes ___ llo
15A N.C. Adllin. Code 138 Section __ ._t'>_$_o_$ __ ~ ______ _
A. Specific Violation(s) by ramier and letter.
' ' Ill. ~h~~olati~of Rule~ L~~--------------------------------
IV. Evaluat~•s eon.ents. ____________________________________ _
V. Contiruation Page R~ired? __ Yes
·7:'t) PJ
Receivire Si'llclture/.1..?!} . /~4...4.,.;b?"'·t;\,1,' /V Ji7 ~ / -)
Sol id Yaste s«£t~on , ~~4 ~ ~-).-"'//,~ -
\._ '( -'! Part II canary: Centre Office Part 111 Pinlc: Regional Office)
t/
~"7l7, /c Evaluation Date ~ (:,. 1 ..
DEHIIR 3793 (Part I "1ite:
Solid Yaste Section (Review 7/94)
Facility
,nA-2<14 .... ~; is th t an evaluation program be established for the
of qol i.d wust-R Jnan,:1qe>1nerrt:: facilit ies on a state.wide basis. 'Ihe
1vfan.r1qeroont ~rt am Sol id Waste Managenent Rules cx:xiif ied at
1 'et -q1 nt'.s which must bP. follCME!d by solid waste
Jon ftt:!t ... .O:nnP fh 11 c'Ctllp e.te thE. ev-d.luati.on fonn each
), iuc t <ff kicil Wlluationc.. 'Ihe fonn r,hall be signed by
~iv1ng t . re.port.
fac l.ity c~
aln:.iqh 'llt:ra. off· oo file o:py
-qia1a l >f f ia file <UfJY
ty ro n.t in in accordance with the Record Ret.P.nt.ion and
L •• ><. :tult-N tlw Solid WastE" sa:tio11, Soli.d Waste Manaqe..ment
.t '· I pc.u tn 1 of I rvirorlID.'-mt, health am Natm:dl Resourcf>s.
State of North Carolina 0 ~
3
:
56
/8
,9;,. Am~ Department of Environment,1{f' 1
~
0~ lT-:.~T'T~
Health and Natural Resourc~~1 AUG 1997 ~ •~• •
Asheville Regional Office ( · w •
RECEl\f.ED J T ~
James B. Hunt, Jr., Governor SWS-WSRO ~ ,. ... E ...... H~ ... N--•R-•
Jonathan B. Howes, Secretary , f ·~<'J)
' '(}"
DIVISION OF SOLID~~· ANAGEMENT
SOLID WASTE SECTION
July 25, 1997
Mr. Bob Gussman
Director of Environmental Affairs
Ecusta Division of P.H. Glatfelter Company
P.O. Box 200
Pisgah Forest, NC 28768
SUBJECT: Ecusta Division of P. H. Glatfelter Company
Solid Waste Management Plan
Transylvania County, North Carolina
Dear Mr. Gussman:
This is to confirm receipt on June 16, 1997, of the Ecusta Paper Division of the P.H.
Glatfelter Company Solid Waste Management Plan prepared in accordance with North Carolina
General Statute 130A-309.09(D)(c). The submitted ten-year plan is for the Ecusta Division of
the P.H. Glatfelter Company located at Pisgah Forest, in Transylvania County, North Carolina.
The ten-year plan will be reviewed by the Solid Waste Section to determine compliance with
the requirements of the General Statutes.
Thank you for the dedicated effort in the preparation of the Ecusta Division of P. H.
Glatfelter Company's Solid Waste Plan.
JEP:sb
cc: Julian Foscue
Phil Prete
Interchange Building,
59 Woodfin Place,
Asheville, North Carolina 28801
Sincerely,
//au--z:. ~~
~:es E. Patterson
Waste Management Specialist
Voice 704-251-6208 FAX [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post-consumer paper
I I
I.
NC DEPARTMENT OF Ek .LRONMENT, HEALTH AND NATlffi. " RESOURCES
Division of Solid Waste Na11age111e11t
Solid Waste Section
SOLID UASTE NANAGEJEIIT FACILITY EVALUATION REPORT
Penlit Conditions Followed ~Yes ___ llo II/A
A. specific Condition(s) Violated ________________________________ _
II. ~rational RE!(J.lirements Followed ,../"' Yes ___ llo
15A N.C. Adllin. Code 138 Section """'"._(_)~5"_c>_S ...... _______ _
A. specific Violation(s) by ruber and letter.
III. Other Violations of Rule or Law _________________________________ _
IV. Evaluator's eai.ents ____________________________________ _
V. Contiruation Page RE!(J.lired? __ Yes -¥-llo
Evaluation Date G -ID -Ci:?
DEHIIR 3793 (Part I Ylite: Facility
Sol id Waste Section (Review 7/94)
Pmpose: G.S. 130A-294 requires that an evaluation program be established for the
operation of solid waste management facilities on a statewide basis. 'Ille
Solid Waste :Management Act arrl Solid Waste :Management Rules codified at
15A NCAC 13B list requirements which must be followed by solid waste
facilities.
InstructiC11S: Solid Waste Section personnel shall complete the evaluation fo:rm each
time they conduct official evaluations. 'Ihe fo:rm shall be signed by
the person(s) receivinJ the report.
Di.stril:ntiai: Part I 'Mrite: facility cq,y
Part II canai:y: Raleigh ce.nt.ral office file cq,y
Part m Pink: Regi.aial. office file cq,y
Dispositiai: 'Ibis fo:rm may be retained in accordance with the Record Retention and
Disposition Schedule of the Solid Waste Section, Solid Waste Management
Division of the Deparbnent of Environment, Health arrl Natural Resources.
.,
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Sol id Yaste Mar,ageme11t
Sol id Yaste Section
SOLID MASTE IWIAGEJEIIT FACILITY EVALUATll'.li REPO!T
Type of Facility I i-,d,c 1h1-l I J <yfl ~1·1\. Pel"lllit # ~'8 ·· f. 5
Nane of Facility f-cq ') \ Y=t 'F-~r< Y l--. cLrt,.1 ~1 I / ( P,-ol , . ...,-,)
Date of Last Evaluation I ~\ / 11 / r., ~
Location f/<.. /.fl?, .7,v.;,J t-;iv "',J... r I "' , ·
I. Pe,..it Conditions Followed _l__res ___ No N/A
A. Specific condition(s) Violated. ______________________ _
11. ~rational Rec,.iirements Followed ___.X'--'-_Yes ___ llo
15A N.C. Amin. Code 138 Section .. () 50 5 ___ ..;;..._-"-------~
A.· Specific Violation(s) by ruiber and Letter.
Ill. Other Violations of Rule or Law. ________________________________ _
IV.
V. Contiruation Page Rec,.iired? __ Yes ---/~{)7J /) .. Rece1v1111 S1w,ature--·· , ... _ ,,,< /,,,_.,,._.,.:£_ _ _,,,.,,,,. 1.-, ..-i ..
,/ ) (/ :-:: ----)
Sol id Yaste ~tion , J. J ,1 'ff c~ ( /?/ 11!1 i, '.b
Part II Canary:-i:ent~( Offi~ Part III Pink: Regional Office)
I :;, I' 17 Evaluation Date '" -> D • I
DEHNR 3793 (Part I "1ite: Facility
Sol id Yaste Section (Review 7/94)
ruq>ose: G.S. lJOA-294 requires that an evaluation program be established for the
operation of solid waste management facilities on a statewid~ basis. '!he
Solid Waste Management Act am Solid Waste Management Rules codified at
15A NCAC 13B list requi.reoonts 'Which nrust be followed by solid waste
facilities.
Inst.ructialS: Solid Waste Section personnel shall canplete the evaluation fonn each
time they corx:iuct official evaluations. 'Ihe fonn shal.11 be signed by
the person(s) receiving the report.
Distr.i.hltiai: Part I 'Mtl.te: facility ccpy
Part II cana:r.y: Raleigh central offioe file ccpy
Part III Pink: Regiooal. offioe file ccpy
Di.spositi.cn: 'Ibis fonn may be retained in acx:x:>1:'dance with the Record Retention and
Disposition Schedule of the Solid Waste Section, Solid Waste Management
Division of the Department of Environment, Health am Natural Resources.
/
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Sol id \laste Mauagenet,t
Sol id \laste Section
SOLID YASTE MAIIAGEJIEIIT FACILITY EVALUATION REP<RT
Coulty "f tbr-, 3),w..,;) Type of Facility £~,L,~1..,,'~h,,,r ~,ft · Permit I )(x'.--vS'
Nane of Facility ;:::-, I,<. Jh, P,"" ,n(, l2r-, /{;;I I v .,. •r~i Location 4°)? .. l{'J l_. ·p,,,,q/ t:.;,u.,L.·~ · 7 ~ I
Date of Last Evaluation ('.!/ I jt / 9 l.
I. Permit Conditions Followed ~Yes No II/A
A. Specific Condition(s) Violated. _______________________ _
II. Operational Requirements Followed _... Yes ___ llo
15A N.C. Adllin. Code 138 Section __ ._O_!_o_) _______ _
A. Specific Violation(s) by nm>er and letter.
/..Jn
III. mherViolationsof Rule~ L~·----------------------------------
·.'
IV. Evaluat~•s cai.ents. _____________________________________ _
V. Contiruation Page Required? __ Yes
Facility
,,.
Sol id Yaste Sectif --.---+-~='--...LCl.--../--~~;.;i.~--------
Part I I canary: Centra
Evaluation Date / ~· -If · ~(.
DEHIIR 3793 (Part I .aiite:
Sol id \laste Section (Review 7/94)
RJ.rpose: G.S. 130A-294 requires that an evaluation program be established for the
q:,eration of solid waste management facilities on a statewid~ basis. '!he
Solid Waste Management Act. arrl Solid Waste Management Rules codified at
15A NCAC 13B list requireirents which must be followed by solid waste
facilities.
Instnrtims: Solid waste Section personnel shall cx:xnplete the evaluation fonn each
time they conduct official evaluations. 'Ihe fonn shall be signed by
the person(s) receiving the report.
n..: .....a...-.:L...&,...: .U..U:.1..L .J..UU.'-l.al:
Dispositi.cn:
Part I l'm.te: facility oq,y
Part II canai:y: Raleigh oentra1 office file cx.py
Part m Pink: Regimal. office file cx.py
'Ibis fonn may be retained in acx:x:>rdance with the Reo::>rd Retention and
Disposition Schedule of the Solid Waste Section, Solid Waste Management
Division of the Department of Environment, Health am Natural Resources.