8806_ROSCANS_1989

.,�iZtze)W AlrD, ANAL COVEt2 2 6 o �170 t
E•/: T�2Esem- ..^. FINQL
N IJi 1)0 .622t3o ,�
A L E' � " = 50' C@ q o %] Co ",r. I t-j T.
Sa:PO6RAP%41CAL .SvRVIE-Y 3-8g vAr
<
'l-A 0 Gl. FQWSL S- 1. D1.1(�OtJT
ItiL+GUI T i�8� _ u/-TZ6 // \�,•\` \ ` 'S
cr
Zi
55
CELL
s 5o . i
8Q 7s
jr
300
' I ,
s

A121=A �,, R N A L -,Co V C- R
.2.5 35. -18 Ar N 114 1 L) 0 E ZZ i 3o
-:5C Ac L &: =So' 0 7o] C 0 W T-': tj -r.
. . 16
,
OC) 00
VzO G A t-!.1GarL K Y.C-
it �LA N t)-.E.(L-L F- ojszs.- U D Li Po wr
r I WA L CONTOUR-- a
z I
Zt -400
ol
CELL-
Pi'oo,
-VO'IV Pshs/
-4 +--r-.
All
sa ��''�
4-4o
5.0 I L TO -1 -N 4 L
�'�� - - � ,---'--' - � i � '.. -- T { ,yam -
,oj
U
�
o
I Li 300--
CELL

c.,crofinas
(�ivlslon
vl�
E) atlanta testing
& engineering
102 pilgrim road / greenville, south carolina 29607 [phone]
August 16, 1989
E.I. duPont deNemours & Company
Photo Products Department
Engineering Services Area, Box 267
Brevard, North Carolina 28712
Attention: Mr. Rich Okie
6 9
OA M 4- aL
1 9 8 9
Re: Analysis of Proposed Borrow Soil
Landfill Expansion
Brcvard Plant
Brcvard, North Carolina
AT&E Job No. G-2253C
Report No. G-34380
Gentlemen:
Atlanta Testing & Engineering has completed the requested laboratory analysis of the proposed
borrow soil for the referenccdoproject. The laboratory test results are attached for you review.
Should any questions arise regarding the test results or if we can be of further service, please
feel free to contact us at your convenience.
Respectfully submitted,
ATLANTA TESTING & ENGINEERING
J. Daniel Chism, P.E.
Geotechnical Engineer
Registered, N.C. #15247
JDC/sb
Enclosures
aflanta, brunmAdck, college park, gainesville, georgla / crystal rivet jacksonville, lakeland, tamps, florlda / greenville, south carolina

Samr)le No.
1
r
2
3
�! 4
LABORATORY TEST RESULTS
duPont - Plant Vault System
Brevard, North Carolina
_Job No. G-2253C, Report No. G-34380
r�
Hydraulic
Conductivity (cm/s) Porosity-(%)
5.0 x 10-4 38
6.6 x 10-4 39
5.1 x 10-5 38
1.9 x 10-4 37
Atterberg Limits
PI
NP
NP
NP
NP

G-46-A REV, tl-66 - 1
ENGINEERING CO/M/PUTA�/TION SHEET SHEET NO.
7y�ooT LA��t 1LL�alE2fiCAL CYPA 15(00
TITLE OF PROJ. OR !STUDY `, ^ PROJ. OR STUDY NO.
SUBJECT Et^� CtOy CTti. "A10 Lr-L)M�: CALC VLAT1LN WORKS t)`�.V/-�Q�!-5;
C- L L ,� t C & t t- 1 N ' or- r I i f 3.i f � COMPUTER � Fes- C� DATE ' `U U 19 1)
C�=: CC�UTOUR- MAP: ,BO2ZOwAREA P-OZ •1-IIJAL Co,1EP-M
CO1JTOU2 ItJi6i<%/A-t_'. 51 SCAc-c:�g5;zso Iur_) ��'Y�
�loLUN% ML)LA : \/_ h �20] F
\Jt+E26' V-- VVOL(k(D �) vj14 � i�Ji✓ = Mv2CZ�,A2CAS JF Lv�1TU'�t,�
GQz s` ,r A 0-f QIS
2! 1 3
F= -SzALC FALit?2 ZSvo FT/
MEASUREMENT 4 (ALCULATIUn.1
G0f�j1-6UM6AS'' Ckucut t� SUM
�L.F\/,) t'AEA (g'B)* Q
_ r
SV r06
5.-72
7
t7,l��r
65 ?. ly
60
v Z�v 37 IJ u Ts
73,
-
�-1.b3
A o 21.71Z 4 1.20 0 1
-l"N WT6 ; N(?-EA ENCLOSE- 'W ITIA1M 3 KS x 4 (2 X 2500
CoNT002 Lttie MEASUr-= r) w1TH A
•POLAtZ PLP1JJMC-TEK ON O2tG1OkL _ 45,510- �f�3
A i' U\l i T'rt T14 E 5CA L& 1 = Sn
673 1 f

G-46-A REV. 6-68
ENGINEERING
OUPONT
COMPUTATION SHEET
'Z
SHEET No.
Pnl�r l_�a�i°
L-yErzT,���Exr�s.
Dvxt
TITLE OF PROJ. STUDY
�
PROD. OR STUDY NO.
`OR
11 / 4
�1 L. cU M
C /PLC v LAY I (� rJ
`, /� !,
l/p-� V A IC.,, Ij
SUBJECT
WORKS
L� G
1
COMPUTER �! tZ ti DATE
V C� l.Y 19 `/��
E-P T-r-r (r-r j k Y D3/ F-r 1
z
Me,°,5v2�� �IZ�� (IN� �3y Pc-ANI n�ETEa) 4L,1"J
PC-fZ Co v2 MA-9 FIQAL C-0"TOv11 `�jx11) ScA-LC-- 11�= 1'
Fi'lIuj
P rt 1 2'
4 z7
FQotA i^'-o i�Rova ok:P—GA -
(CELL (NZOV6 N 143.co) or- C61-L Moll
63 50.0 \(o
.� . ,,:: : a�fnrc . p Cows�rrzv�-no�► �_CE�hti +o�. �: 1+-�: i�.E.c N_rr Ly__t ::�...:-.i..
2EMovC-J Aa GS11tMAT *b S-C000 Yp3 F-2.(3M T HP
51 E ki D or- T14 I 's 1 %z c- A ( N OT :* f- I N
r-U 2't1-K R, -'50 (L 2F M O V A t_ W I.c. L PjE

G-46-A REV. 8-68 I
ENGINEERING OUpON COMPUTATION SHEET SHEET No.
R. ♦ 'J 4 ,Yl
TITLE OF PROJ. OR STUDY o oy `�/ `� (C�"� �/^� /�'1 `/�^�" �X` N 05 �Y OR STUDY NO. A r
SUBJECT Ail -\I— Co E `/C)LytiJ!" C�LC,ULa 1 (ON WORKS 4 REV^R li
COMPUTER T-'- G_-" DATE \Ju L y 19 8 -)
Foe- IAILl-(.cow)
'CAL I = tOQ CONTovl2 QTr--fZV4L: J1 {�
V O L U M E 2 1'1 Uc. A V 3 h L� I F
Vv 14 t f_t rl l\/1 6-A S U A P_ A c
y = VOL, � Y:p3) o F C 00 T-0UIZ ((1.2-
2
F ET
3
M EASu2EM�-_NT ;k 6ALC.0L.a-r4u&­)
c o o -I O U CZ Me 11,15 u 12. &(D C, A L C U L A T&,) S U Nl
i r) 1AL L I N� INS"
U .R3
3u, 33
0 lb
7 3u, 41
7
F) 3
vs spy 'a f, S
VOL = 3 R `� x 4oS.� >< Sou>t z.? �7, 97 7' - Y'>3
VOL REc�� = �� FIIJr�L ��c= s 13 1_ 13, 04 `(>3
q
s r =E- B VN SH-Eer 2
N u-TT-. l: is E►.1LL0S&D 1 T-1-1 ) AJ E A'Chi COtv-ro1irt LIF„1E1 meASURc-9 W
w/ k „, A -: Dr a r.1In,I if ri_ra -T1-4 e 1v1FACr;t=1~ "r-&J-rS WERE MA 0E-

T an
EROSION CONTROL PLAN
for the
DUPONT COMPANY
BREVARD PLANT LANDFILL
NUMERICAL METHODS ASSOCIATES- - -
79 Tacoma Circle
Asheville, NC 28WI

DESCRIPTION OF THE PROJECT:
The proposed construct}.on is a ten foot vertical extension of an
existing landfill at the Brevard plant of the DuPont Company.
The extension will cover sixteen acres, consisting, at any
intermediate stage, of sparse grass and pebble -strewn earth
surrounded by a berm approximately two feet high. Deposits in the
landfill are covered with earth and seeded at regular intervals.
The landfill is --roughly rectangular, and drained at the corners
by four cement=*ined pipes with an internal diameter of eleven
Inches. These pipes are the principal outlet for sediment
detention basins in the existing landfill. The discharge empties
into the Little River approximately forty feet from the site.
HYDROLOGY:
Runoff rates are calculated by the Rational Formula:
Q = CIA
T
Q = runoff rate, CFS
C = a coefficient dependent on ground surface type,
expressing the runoff as a fraction of rainfall. {
I = rainfall,, in inches/hr.
A = drainage basin, in acres
These values are used:
C 0.35 (unimproved cleared area ; Ref. : H. Rooney
Malcolm, PE, Elements of Urban Stormwater Design,
North Carolina State University, 1989, pg. VI-2)
I : 25 yr. storm - 7.03 in/hr. (from Steel's formula;
time of concentration = 5 min, geographic region
2; Ref. : Frederick Merritt, ed., Standard
Handbook for Civil Engineers, 2nd edition,
McGraw-Hill, pgs. 21-79 & 80)
A 8 acres (assuming that at any time one basin may
handle discharge from 1/2 the site)
Q Q = ACI = 19.68 CFS design inflow to typical
sediment basin
1 `�

HYDRAULICS•
Hydraulic considerations aire limited to the primary and
emergency outlets from"the sediment basins. Flow into the basin
is sheet flow, and the proposed extension will discharge into
existing watercourses which have been operating satisfactorily
since the initial landfill construction many years ago.
PRIMARY OUTLET:
The primary outle-t-device will be the pipes currently in use -
cement -lined steel pipes with an internal diameter of eleven
inches. The required performance for this outlet is determined
by routing the twenty-five year storm through the basin. The
routing is determined by solution of the differential equation
(ds/dt) = I - 0
(ds/dt) = change in storage vol. for a time interval
= inflow rate
0 = outflow rate
,,
The routing is accomplished by a computer program which utilizes
the SCS dimensionless unit hydrograph (R.H. McCuen, A Guide to
Hydrologic Analysis using SCS Methods, Prentice -Hall, 1982) for
Inflow data and time intervals, weir equation (Q = 3LH312) and
orifice equation (Q = .6A(64.4H)-5) for outflow data, and the
average end area method for the basin stage -storage data.
The routing procedure assumes that inflow /outflow values are
constant over any given time interval in the routing, and that
these values, and their effect on the basin stage, determine the
Inflow - outflow values for the next interval. The program
evaluates outflow for both weir and orifice equations at each
stage and uses the lowest value. By Manning's equation, the --
capacity of the pipe ("n", cement lining =.013) flowing full at
3% is 4.89 CFS, and the required head for full flow (1.2 pipe
diameter) is exceeded by the dimensions of the 90• bend at the
intake; the pipe will easily discharge the maximum inflow of 4.02
CFS.
The routing, in both tabular and graphic form, is attached.
EMERGENCY OUTLET:
The emergency outlet is sized to discharge the 100 yr. storm for
the entire site (8 acres) : 51.24 CFS (rainfall intensity = 9.15
in/hr). The emergency outlet consists of a riprap channel 1.5
ft. deep with a 7 ft. bottom and 2:1 side slopes through the
crest of the berm and a similar section channel 1.0 ft. deep at
the downstream face of the berm. The limiting factor for
t i`Z

satisfactory operation of the overflow channel is the head in the
basin required to drive 51.24 CFS through the channel. This head
will be equal to the depth of flow plus the velocity head at the
channel entrance. For%a channel slope steeper than critical
slope, the depth at the entrance will be critical depth (Brater &
King, Handbook of Hydraulics, 6th ed., McGraw-Hill, pg. 8-17).
Solving the Froude number for critical depth and Manning's
equation for critical slope for an "n" value (riprap) = 0.35
gives critical depth = 1.07 ft. and a critical slope = .0198
ft./ft. As both sections of the overflow channel are steeper
than critical slope, the required depth above the emergency
overflow invert wi­11 be critical depth plus velocity head for
flow at critic: -1 -depth: [Dc + (Vc=/64.4) ] = (1.07 + (5.252 /64.4) ]
1.50. At thf-s.depth the stormwater will be confined to the
basin and overflow channel. Normal depth of flow for the steep
portion at the downstream side of the berm is 0.42 ft.
Please note that calculations for the emergency spillway assume
100% blockage of all the primary outlets at the site; we hope
that this fact, and the design storm of 100 years, will allow one
emergency spillway to serve the entire landfill.
EROSION CONTROL MEASURES:
SEDIMENT RETENTION:
A) Capacity: The required storage capacity for 1/2 the
site for one month, calculated by the method
recommended in the N.0 Manual for Erosion
Control (pg. 6.61.3) _ U 8 X 1800) / 12l _
1,200 CF. The volume in the basin below the
Intake = E(252 + 72)/2 X 4.51 = 1,500 CF.
B) Performance: At maximum stage (1.6 ft.) the surface area
of the impoundment = 0.23 acres. This value
exceeds the value of .01 (max inflow, 19.68
CFS) required for 75% trapping efficiency,
according to the equation A = O.Oiq given on
page 6.61.3 of the N.C. Erosion Control
Manual. Inspection of the site indicates
that the soil may conform to the "loamy sand"
type given in figure 6.61a, pg 6.61.2, of the
NC Manual. In this case, the trapping
efficiency would be in the range of 95%.

OTHER EROSION CONTROL MEASURES:
Al Riprap is provided at both the primary and emergency
outfall points where erosive velocities could be expected.
B) Seeding See the attached seeding schedule, developed by
the Soil Conservation Service for Western North Carolina.
C) The entire site is surrounded by a berm roughly two feet
high. There -:is almost no chance for off -site siltation.
s

-LAPSED
INTERVAL
rt IN
rIN.
SEC.
U
0
0
r
30
1.97'
1.5
30
3.74
30
•6. 1
3
30
1?. a9
3. 5
30
16.14
.0
15.3
F.5
30
19.48
30
19.68
% 5
_ 30
19.45
30
1S.3
.5
30
16.92
'
30
15.35
'.5
30
13.35
30
11.02
.5
30
9.05
1
30
7.6S
6.49
0
30
5.51
1
60
4.07
2
60
2.59
3
60
2.11
4
60
1.52
5
60
1.08
s
60
.79
0 OUT
STAGE
OUTFLON
EOUAT ION
0
44
HEIR
0
44
WEIR
.63
44.17
WEIR
1.26
44.«
WEIR
1.97
44.38
ORIFICE
�.24
44.5
ORIFICE
2,51
44.63
ORIFICE
.70
44.77
ORIFICE
3.o1
44.9
i?RIFIU..E
3.21
45.02
ORIFICE
3.35
45.13
ORIFICE
3.52
45.23
ORIFICE
3.64
45.31
ORIFICE
3.73
45.35
ORIFICE
3.51
45.44
ORIFICE
3.57
45.49
ORIFICE
3.92
45.53
ORIFICE
3.96
45.55
ORIFICE
3.9S
45.57
ORIFICE
4
45.59
ORIFICE
4.Oz
45.59
ORIFICE
4.02 �
45.E �
ORIFICE
4.02
45.6
ORIFICE
4.01
-45.59
ORIFICE
•3.99
45.55
ORIFICE
3.97
45.56
ORIFICE
3.94
45.54
ORIFICE
MAXIMVA
6A5 0 KD UT 11 J C S{ E�`t� 1 o f 2
L "St 6

'z
60
.57
3.9i
45.51
ORIFICE
!e
60
.41
3.
45.49
e1 "LlFICE
19
60
.3 x
3-a3
45.46
ORIFICE
20
60
.22
J.@
45.43
ORIFICE
22.§
Y'0
; !
J.7J
4`.4
ORIFICE
25
150
c
3.64 '
45.3!
ORIFICE
27,5'
150
< 0
3.f
451.214
ORIFICE
30
150
` 0
3.3J
4§.!1
ORIFICE
32.E
150
0
3.16
44.99
ORIFICE
35
, 150
0
2.94
44.86
ORIFICE
37.5
150
0
2.64
44.69
ORIFICE
¥0
ISO
0
2.14
44.45
ORIFICE
!
1 72-1

3
A
a l0 15 Zo ZS 30 35
00 o Gu3) �
I
4s

0
'F
N
a

C
. 5F C)I ME Pr c L-EAti1 0 UT
E I- I= YAK' t ST A Ke w 5L.D a- V�" '`o
�t-J�cNG� �otZ TR�Stf ��K
x 25` weir e'rzvssr
Ay. (AND 45��� It rA1L� 2 2 c�v�R�►,ov✓ b11�tK r�
v Gi-h55. 1 KCPQkp ot,t
2
� • . i��� G�-h plc fZt 9A
DEWATEPW,16 HOLE
L 4 z .9 owr(LC- V fF-fz5v
l�UTFAt.t� AND
S IPC,Z'1 O N THF-V 95WI M.f�N T' S A-51 N -ghps 1-rI o N ,6�+-
�5f64 (OP
SP tLC,�N�t`� • t�cLt.,�Ti N
f ijpgA� 1 Nsr d
S t M TO
G} f-A N N t� •

9
O QL
V
0
L-
LU
z v
CL
<
WE
s
CL
OL
a
ta
o�
ul

SLSlS NG TABLES ALONE GASSES ` ALONE LEGUMESGRASSES &
LEGUMES
ALL SEEDING RATES 61YEN ARE 'PER ACRE'.
1- PERMANENT PLANTINGS ON SUNNY, DRY SITES
im rin MAK AFK MAY JUN JUL AM M' ACT MlY CEC
K 31Y TALL FESCUE (60 LBS) see footnote
WEEPING LOYEGRASS (5 LBS)
SERICEA LESPEDEZA (SCARIFL_ED) (50 LBS)
t CRO1'fNYETCN�t � LES) � TatL .
FESCUE (20 LBS) or LOYEGRASS(3 LBS)
:--CA�'N b �`LAT t 10 L�Sy 'K TALL
FESCUE( 20 LES) or LOYEGRASS(3 LSS)
SERICEA LESPEDEZA (SCAR-) (50 LBS TALL
FESCUE (30 LBS) or LOYEGRASS (5 LN
SERICEA LESPEDEZA (UNSCARIFIED) (60 L6S)
TALL FESCUE (30 LBS)
TALL FESCUE(50 LBS)YfHITE CLOYER( 4 LF,'S
2_ PERMANENT PLANTINGS ON SHADY, DRY SITES
&m FE8 MAR APR MAY im .AA mr, sw acr 'Nav rcc
CREEPING RED FESCUE (50 LBS)
3_ PERMANENT PLANTINGS IN PARTIAL SHADE
im FE8 MAR APR MAY aw uqx mm m, acr Ncw -DEC
KY-31 TALL FESCUE(30 LBS) &
CREEPING RED FESCUE (20 LBS
CREEPING RED FESCUE (30 LBS) &
LATHCO FLATPEA (20 LBS)
4. PERMANENT PLANTINGS ON WET S_ ITES
JAm rE8 MAR APR MAY AM -XX AUG _cZF OCT NQd DEC
REEDS CANARYGRASS (20 LBS) m wirl-01 ME. No ME 0 0 m 0 0 m
S_ TEMPORARY OR SHORT—TERM COVERS
.,Pw - rEe nAR am MAY .Alm .lUC ISUG SFF acr NaV DEC
OATS (3 BU or 90 LBS) or RYE (3 BU or 120 LBS)
6
■�.�■■■■/�j■
DANGRASS(45 LBS) or
BROWNTOP MI LLET(40 LBS)
MULCH WITH 1 SEEDING■■■�■■�.■.
* ALSO INCLUDE 30 LBS OF RYE IF A QUICK COYER IS NEEDED.
7 "Z'

Ln
rlo
A
cl
C-
vi V)
a IA
00
LL
LL-
iy
1

VI
N
0
Z
Q
Ln
V
�
�j j
,
`
z
o
`S
w
Z
a-
X
'!'
!Z
O
-
N
1
J
t!�
S
C
.1
77-
�, .
-----'
N
u
(
r
Z
C
�
� v
L
P
�
n
N
LU
J

aUPONT
cs+•.s-co aot
E. I. OU PONT DE NEMOURS & COMPANY
-co. 0o co
BREVARD. NORTH CAROLINA 28712
IMAGING SYSTEMS DEPARTMENT
March 4, 1988
Mr. Michael L. Babuin, P.G.
North Carolina Department of Human Resources
Division of Health Services
P. O. Box 2091
Raleigh, North Carolina 27602-2091
Dear Mr. Babuin:
Water Quality Monitoring Program
(Ref.: Your 1/6/88 letter)
Attached are the requested aerial photographs, well completion
reports, and analytical data.
We will sample the four monitoring wells, using a "well wizard"
sampling system for each well and take an upstream and downstream river water
sample as agreed in your 12/9/87 meeting with D. W. Bristol. The samples will
be analyzed by Environmental Testing Service, Asheville, NC.
We will test for the parameters listed on page 12 of the 'IN. C. Water
Quality Monitoring Guidance Document for Solid Waste Facilities" and take the
annual water samples the first Tuesday of each November.
I will be taking over the Environmental Control position from D. W.
Bristol, and if there are any questions please call me at4704) 885-5671.
Sincerely,
E. K. Hallowell
Chemist
Safety, Health, and Environment
tg
Attachments

Attachment L6
Legal ;Description of Sanitary (East) Landfill
Starting at a 6" iron pipe filled with concrete and runs North 5 degrees 29 min 17 sec West
98.84' to an iron rod. Then, North 64 degrees 11 min 58 sec East 257.55' to an iron rod. Then,
North 72 degrees 11 min 45 sec East 71.33' to an iron rod. Then, South 76 degrees 40 min 43 sec
East 313.90' to an iron rod. Then, South 88 degrees 26 min 15 sec East 161 .16' to an iron rod.
Then, South 67 degrees 06 min 31 sec East 81.01' to an iron rod. Then, South 42 degrees 20 min
55 sec East 298.82' to an iron rod. Then, South 29 degrees 10 min 15 sec West 229.05; to an iron
rod. Then, South 6 degrees 08 min, 31 sec West 263.66' to an iron rod. Then, South 67 degrees
14 min 26 sec West 73.51' to anr_iron rod. Then, North 83 degrees 26 min 20 sec West 257.80' to
an iron rod. Then, South 80 degrees 10 min 39 sec West 196.89' to an iron rod. Then, North 70
degrees 22 min 46 sec West 94.43' to an iron rod. Then, North 40 degrees 24 min 21 sec West
135.05' to an iron rod. Then, North 34 degrees 55 min 04 sec West 292.40' to a power pole.
Then, North 8 degrees 10 min 50 sec West 219.44' to the beginning.
Survey by P. Robert Raxter, Jr.
VC RLS L-2785
2t. 1, Box 296-A, Brevard, NC 28712
3wg. No. B-78, (File D-16) (Job UU-1)
e
As
9

ATTACHMENT L7
(Ref.: 3. Written Report - b. Anticipated Lifetime)
This estimate of lifetime is based on a week's sampling of the landfill input in conjunction with estimates of densities,
utilization, etc. However, changes are projected in plant waste handling procedures as described below. These
changes, assuring current loading, should more than double the estimated lifetime.
Calculation
Dumpsters to landfill -(6 locations) 33
Dumpsters weighed 19
Calculated weight of material to landfill (1 week) 32,000#
Weight for 52 weeks, including +50% allowance for uncounted 2,500,000#
Vol.: 52 weeks at 600 #/yd3 estimated density 4,160 yd3/year
Capacity of Landfill
Final elevation (ave.) 49
Present elevation (ave.) 40
Less 3' cover -3 (6' net depth)
Or 3 times the 54,132 yd3 final cover (2' depth) 162,400 yd3
(Sheet 2 BVN)
Assuring 50% utilization,
(dirt/trash mixing during working & covering
Estimated Lifetime: 162,400 yd3 : 4160 yd3/yr x 50% = 19.5 years
CHANGES IN WASTE HANDLING
Now under construction is an Alternate Fuels Boiler designed to bum cardboard paper, wood, and scrap
polyester base. This boiler is projected to start early in 1991, and during the year it will be nm in on various types of
waste as fuel. Ultimately, 90% of formerly landfilled waste may be burned. Approximately 10% of this would be
land -filled as ash.

mp
I r �"�..•:... `� 5-~•:
t`�♦
i to •.:._.;.',+ _-_
�
• � .r, a:v :.;:.;ter � -• �3: '`,tt,
..... -------- n+�
S• / \'t'` f -
a
�_ l7i :}'A� •-�•�•• i ','F '-•,� '•..'`.,. `a , ••f,• - �''S' �:
/ z�`2:•, I ; ml:l
it
Ct
,'F� �'t•-.::::_.
si ; ill
,/A,} i
./,.l;i'.''l, r' f;'1i'':';',gp.I ItP't-.,f,y,---•
•mot
!:l,•'l:� •: •- •- ._....__.-__
n � hh••
1;'
m
•. '•;;.;,••.''t$:�-::°:=Tom"•'" - --
. ,t :{tit'"'.. �.' 2.. -- - _ -- `,\'•'• ' /
o
•XA,':YT � i�49��
El
©
,i :'%^ .�:li••: •jis �-^ E' 1�''-T:•lJ:: l% Mg..,Il..,.
©
I i�,''";S.•, - `iiii�! . I ! wee'¢`
a
El
^,I
1
• - ', I r; >S
�ij°'; •, 7,,74T,n,,(/i:, 1) i -
®
I ±j"c ...+ tt,, i i i - '... _....... '•
•"•.-.. i 1, i
ie
=.'.r•
'-+w-_.. }'�' 99 CC -
, _w,�''a;_••.......... j .:• i2 Rq i Y� +tt,w
_
C :a
"e
®
�\a _ "��.�� .. �.• .• . .��{,.. may. �, �'�^ � f —
�
ID
go
23
H
a
-$- LEgj
:
n:SeXES
w$
f" s 8 i p� = ;R3€ g
.n-a S X ze A ii 2 R
M V) c eI R. a z m.
$
p
of
agpAoa
m
75
ESP E C v
o
®
S
n
W Z D
ff..9n
®
m s i s E i s d
+gto;etai+aii
8 €
z M U)
a
:p$
.�9
.�
i
AIR
:po:sia"?
D
x
WLn-
�:5
;��
I
1 ;71
_
��!!^�
♦n
tmN ■
b

1
�C������7lm�m��m':I��G���G:7m:jI�G:�l�ll.^.'7���'�''��
'• ''
-
i
,. •� ...:, •.•
'. .... .. `
i�
iiii��riiiii��iiiii��iiii
iiii
iiii
::EN
._. .,
n enA ens
rf�stsr,s-s�:�r-s-x�sssa�.s--
sssxss��rar����sra-3z

. DEPARTMENT OF HUMAN RESOURCE -
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
i ,,t
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
PERMIT NUM&
SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW
WITH A CROSS (X).
(1) PLAN AND PERMIT REQUIREMENTS
— (a) Construction plans shall be approved and followed.
(b) Specified monitoring and reporting requirements shall be met.
(2) SPREADING AND COMPACTING REQUIREMENTS
(a) Solid waste shall be restricted into the smallest area feasible.
_(b) Solid waste shall be compacted as densely as practical into cells.
(3) COVER REQUIREMENTS
(a) Solid waste shall be covered after each day of operation, with a
compacted layer of at least six inches of suitable cover or as
specified by the division.
(b) Areas which will not have additional wastes placed on them for
12 months or more shall be covered with a minimum of one foot
of intermediate cover.
— (c) After final termination of disposal operations at the site or a
major part thereof or upon revocation of a permit, the area shall
be covered with at least two feet of suitable compacted earth.
(4) EROSION CONTROL REQUIREMENTS
— (a) Adequate erosion control measures shall be practiced to pre-
vent silt from leaving the site.
— (b) Adequate erosion control measures shall be practiced to pre-
vent excessive on -site erosion.
(5) DRAINAGE CONTROL REQUIREMENTS
(a) Surface water shall be diverted from the operational area.
(b) Surface water shall not be impounded over or in waste.
(c) Completed areas shall be adequately sloped to allow surface
water runoff in a controlled manner.
(6) VEGETATION REQUIREMENTS
— (a) Within six months after final termination of disposal operations
at the site on a major part thereof or upon revocation of a
permit, the area shall be stabilized with native grasses.
— (b) Temporary seeding will be utilized as necessary to stabilize the
site.
(7) WATER PROTECTION REQUIREMENTS
— (a) The separation distance of four (4) feet between waste and
water table shall be maintained unless otherwise specified by
the division in the permit.
(b) Solid waste shall not be disposed of in water.
— (c) Leachate shall be contained on site or properly treated prior to
discharge. An NPDES permit may be required prior to the dis-
charge of leachate to surface waters.
(8) ACCESS AND SECURITY REQUIREMENTS
(a) The site shall be adequately secured by means of gates, chains,
berms, fences, and other security measures approved by the
division, to prevent unauthorized entry.
— (b) An attendant shall be on duty at the site at all times while it is
open for public use to ensure compliance with operational
requirements.
(c) The access road to the site shall be of all-weather construction
and maintained in good condition.
(d) Dust control measures shall be implemented where necessary.
REMARKS
DATE: NAME:
(9) SIGN REQUIREMENTS
— (a) Signs providing information on dumping procedures, the hours
during which the site is open for public use, the permit number
and other pertinent information shall be posted at the site
entrance.
(b) Signs shall be posted stating that no hazardous or liquid waste
can be received without written permission from the division.
(c) Traffic signs or markers shall be provided as necessary to pro-
mote an orderly traffic pattern to and from the discharge area
and to maintain efficient operating conditions.
(10) SAFETY REQUIREMENTS
(a) Open burning of solid waste is prohibited.
— (b) Equipment shall be provided to control accidental fires or
arrangements shall be made with the local fire protection
agency to immediately provide fire -fighting services when
needed.
(c) Fires that occur at a sanitary landfill shall be reported to the
division within 24 hours and a written notification shall be
submitted within 15 days.
— (d) The removal of solid waste from a sanitary landfill is prohibited
unless the owner/operator approves and the removal is not
performed on the working face.
— (e) Barrels and drums shall not be disposed of unless they are empty
and perforated sufficiently to ensure that no liquid or hazard-
ous waste is contained therein.
(11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS
— (a) A site shall only accept those solid wastes which it is permitted to
receive.
(b) No hazardous, liquid, or infectious waste shall be accepted or
disposed of in a sanitary landfill except as may be approved by
the division.
(c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste,
and other animal waste delivered to the disposal site shall be
covered immediately.
— (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as
amended through January 1,1985, may be disposed of separate
and apart from other solid wastes at the bottom of the working
face or in an area not contiguous with other disposal areas, in
either case, in virgin soil. Separate areas shall be clearly marked
so that asbestos is not exposed by future land -disturbing activi-
ties. The waste shall be covered immediately with soil in a
manner that will not cause airborne conditions. Copies of 40
CFR 61 may be obtained and inspected at the Solid and Hazard-
ous Waste Management Branch, Division of Health Services,
P. O. Box 2091, Raleigh, NC, 27602.
(12) MISCELLANEOUS REQUIREMENTS
(a) Effective vector control measures shall be applied to control
flies, rodents, and other insects or vermin when necessary.
— (b) Appropriate methods such as fencing and diking shall be pro-
vided within the area to confine solid waste subject to be blown
by the wind. At the conclusion of each day of operation, all
windblown material resulting from the operation shall be col-
lected and returned to the area by the owner or operator.
Solid and Hazardous Waste Management Branch
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

Purpose: G.S.130A-294 requires that an inspection program be established for the operation of solid
waste management facilities on a statewide basis. The N.C. Solid Waste Management Rules
codified 10 NCAC 10G, Section .0505 list specific operational requirements which must be
followed by sanitary landfills.
Preparation: Solid and Hazardous Waste Branch personnel shall complete the inspection form each time
they conduct an official inspection. The form shall be signed by the person(s) receiving the
report.
Distribution: 1. White copy to Raleigh office
2. Yellow copy to facility
3. Green copy to preparer
Disposition: This form may be destroyed in accordance with Standard 7, Inspection Records, of the
Records Disposition Schedule published by the N.C. Division of Archives and History.
Order additional forms from:
Solid and Hazardous Waste Management Branch
Division of Health Services
P. O. Box 2091
Raleigh, NC 27602-Z091

;. DEPARTMENT OF HUMAN RESOURCE
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES PERMIT NUMBER
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
1 1k' Ni �Apfld
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW
WITH A CROSS (X).
(1) PLAN AND PERMIT REQUIREMENTS
— (a) Construction plans shall be approved and followed.
(b) Specified monitoring and reporting requirements shall be met.
(2) SPREADING AND COMPACTING REQUIREMENTS
(a) Solid waste shall be restricted into the smallest area feasible.
(b) Solid waste shall be compacted as densely as practical into cells.
(3) COVER REQUIREMENTS
— (a) Solid waste shall be covered after each day of operation, with a
compacted layer of at least six inches of suitable cover or as
specified by the division.
(b) Areas which will not have additional wastes placed on them for
12 months or more shall be covered with a minimum of one foot
of intermediate cover.
(c) After final termination of disposal operations at the site or a
major part thereof or upon revocation of a permit, the area shall
be covered with at least two feet of suitable compacted earth.
(4) EROSION CONTROL REQUIREMENTS
— (a) Adequate erosion control measures shall be practiced to pre-
vent silt from leaving the site.
—(b) Adequate erosion control measures shall be practiced to pre-
vent excessive on -site erosion.
(5) DRAINAGE CONTROL REQUIREMENTS
(a) Surface water shall be diverted from the operational area.
— (b) Surface water shall not be impounded over or in waste.
(c) Completed areas shall be adequately sloped to allow surface
water runoff in a controlled manner.
(6) VEGETATION REQUIREMENTS
(a) Within six months after final termination of disposal operations
at the site on a major part thereof or upon revocation of a
permit, the area shall be stabilized with native grasses.
(b) Temporary seeding will be utilized as necessary to stabilize the
site.
(7) WATER PROTECTION REQUIREMENTS
(a) The separation distance of four (4) feet between waste and
water table shall be maintained unless otherwise specified by
the division in the permit.
(b) Solid waste shall not be disposed of in water.
— (c) Leachate shall be contained on site or properly treated prior to
discharge. An NPDES permit may be required prior to the dis-
charge of leachate to surface waters.
(8) ACCESS AND SECURITY REQUIREMENTS
(a) The site shall be ade uatel secured b means of ates chains
(9) SIGN REQUIREMENTS
(a) Signs providing information on dumping procedures, the hours
during which the site is open for public use, the permit number
and other pertinent information shall be posted at the site
entrance.
— (b) Signs shall be posted stating that no hazardous or liquid waste
can be received without written permission from the division.
— (c) Traffic signs or markers shall be provided as necessary to pro-
mote an orderly traffic pattern to and from the discharge area
and to maintain efficient operating conditions.
(10) SAFETY REQUIREMENTS
— (a) Open burning of solid waste is prohibited.
— (b) Equipment shall be provided to control accidental fires or
arrangements shall be made with the local fire protection
agency to immediately provide fire -fighting services when
needed.
— (c) Fires that occur at a sanitary landfill shall be reported to the
division within 24 hours and a written notification shall be
submitted within 15 days.
— (d) The removal of solid waste from a sanitary landfill is prohibited
unless the owner/operator approves and the removal is not
performed on the working face.
— (e) Barrels and drums shall not be disposed of unless they are empty
and perforated sufficiently to ensure that no liquid or hazard-
ous waste is contained therein.
(11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS
(a) A site shall only accept those solid wastes which it is permitted to
receive.
— (b) No hazardous, liquid, or infectious waste shall be accepted or
disposed of in a sanitary landfill except as may be approved by
the division.
(c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste,
and other animal waste delivered to the disposal site shall be
covered immediately.
— (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as
amended through January 1,1985, may be disposed of separate
and apart from other solid wastes at the bottom of the working
face or in an area not contiguous with other disposal areas, in
either case, in virgin soil. Separate areas shall be clearly marked
so that asbestos is not exposed by future land -disturbing activi-
ties. The waste shall be covered immediately with soil in a
manner that will not cause airborne conditions. Copies of 40
CFR 61 may be obtained and inspected at the Solid and Hazard-
ous Waste Management Branch, Division of Health Services,
q y y g P. O. Box 2091, Raleigh, NC, 27602.
berms, fences, and other security measures approved by the (12) MISCELLANEOUS REQUIREMENTS
division, to prevent unauthorized entry. _ (a) Effective vector control measures shall be applied to control
(b) An attendant shall be on duty at the site at all times while it is flies, rodents, and other insects or vermin when necessary.
open for public use to ensure compliance with operational _ (b) Appropriate methods such as fencing and diking shall be pro -
requirements. vided within the area to confine solid waste subject to be blown
— (c) The access road to the site shall be of all-weather construction by the wind. At the conclusion of each day of operation, all
and maintained in good condition. windblown material resulting from the operation shall be col-
- (d) Dust control measures shall be implemented where necessary. lected and returned to the area by the owner or operator.
REMARKS:
F C�
DATE: NAME:
Solid and Hazardous Waste Management Branch
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

Purpose: G.S.130A-294 requires that an inspection program be established for the operation of solid
waste management facilities on a statewide basis. The N.C. Solid Waste Management Rules
codified 10 NCAC 10G, Section .0505 list specific operational requirements which must be
followed by sanitary landfills.
Preparation: Solid and Hazardous Waste Branch personnel shall complete the inspection form each time
they conduct an official inspection. The form shall be signed by the person(s) receiving the
report.
Distribution: 1. White copy to Raleigh office
2. Yellow copy to facility
3. Green copy to preparer
Disposition: This form may be destroyed in accordance with Standard 7, Inspection Records, of the
Records Disposition Schedule published by the N.C. Division of Archives and History.
Order additional forms from:
Solid and Hazardous Waste Management Branch
Division of Health Services
P. O. Box 2091
Raleigh, NC 27602-2091

C. DEPARTMENT OF HUMAN RESOURCk
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY.
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
PERMIT NUMIkIt
SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELOW
WITH A CROSS (X).
(1) PLAN AND PERMIT REQUIREMENTS
(a) Construction plans shall be approved and followed.
(b) Specified monitoring and reporting requirements shall be met.
(2) SPREADING AND COMPACTING REQUIREMENTS
(a) Solid waste shall be restricted into the smallest area feasible.
— (b) Solid waste shall be compacted as densely as practical into cells.
(3) COVER REQUIREMENTS
(a) Solid waste shall be covered after each day of operation, with a
compacted layer of at least six inches of suitable cover or as
specified by the division.
(b) Areas which will not have additional wastes placed on them for
12 months or more shall be covered with a minimum of one foot
of intermediate cover.
(c) After final termination of disposal operations at the site or a
major part thereof or upon revocation of a permit, the area shall
be covered with at least two feet of suitable compacted earth.
(4) EROSION CONTROL REQUIREMENTS
(a) Adequate erosion control measures shall be practiced to pre-
vent silt from leaving the site.
(b) Adequate erosion control measures shall be practiced to pre-
vent excessive on -site erosion.
(5) DRAINAGE CONTROL REQUIREMENTS
— (a) Surface water shall be diverted from the operational area.
— (b) Surface water shall not be impounded over or in waste.
(c) Completed areas shall be adequately sloped to allow surface
water runoff in a controlled manner.
(6) VEGETATION REQUIREMENTS
(a) Within six months after final termination of disposal operations
at the site on a major part thereof or upon revocation of a
permit, the area shall be stabilized with native grasses.
(b) Temporary seeding will be utilized as necessary to stabilize the
site.
(7) WATER PROTECTION REQUIREMENTS
— (a) The separation distance of four (4) feet between waste and
water table shall be maintained unless otherwise specified by
the division in the permit.
(b) Solid waste shall not be disposed of in water.
(c) Leachate shall be contained on site or properly treated prior to
discharge. An NPDES permit may be required prior to the dis-
charge of leachate to surface waters.
(8) ACCESS AND SECURITY REQUIREMENTS
(a) The site shall be adequately secured by means of gates, chains,
berms, fences, and other security measures approved by the
division, to prevent unauthorized entry.
— (b) An attendant shall be on duty at the site at all times while it is
open for public use to ensure compliance with operational
requirements.
— (c) The access road to the site shall be of all-weather construction
and maintained in good condition.
(d) Dust control measures shall be implemented where necessary.
REMARKS:
DATE: � �% � d NAME: '
Solid and'Ha
(9) SIGN REQUIREMENTS
— (a) Signs providing information on dumping procedures, the hours
during which the site is open for public use, the permit number
and other pertinent information shall be posted at the site
entrance.
— (b) Signs shall be posted stating that no hazardous or liquid waste
can be received without written permission from the division.
(c) Traffic signs or markers shall be provided as necessary to pro-
mote an orderly traffic pattern to and from the discharge area
and to maintain efficient operating conditions.
(10) SAFETY REQUIREMENTS
(a) Open burning of solid waste is prohibited.
— (b) Equipment shall be provided to control accidental fires or
arrangements shall be made with the local fire protection
agency to immediately provide fire -fighting services when
needed.
(c) Fires that occur at a sanitary landfill shall be reported to the
division within 24 hours and a written notification shall be
submitted within 15 days.
(d) The removal of solid waste from a sanitary landfill is prohibited
unless the owner/operator approves and the removal is not
performed on the working face.
(e) Barrels and dru ms shal I not be disposed of unless they are empty
and perforated sufficiently to ensure that no liquid or hazard-
ous waste is contained therein.
(11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS
— (a) A site shall only accept those solid wastes which it is permitted to
receive.
— (b) No hazardous, liquid, or infectious waste shall be accepted or
disposed of in a sanitary landfill except as may be approved by
the division.
— (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste,
and other animal waste delivered to the disposal site shall be
covered immediately.
— (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as
amended through January 1,1985, may be disposed of separate
and apart from other solid wastes at the bottom of the working
face or in an area not contiguous with other disposal areas, in
either case, in virgin soil. Separate areas shall be clearly marked
so that asbestos is not exposed by future land -disturbing activi-
ties. The waste shall be covered immediately with soil in a
manner that will not cause airborne conditions. Copies of 40
CFR 61 may be obtained and inspected at the Solid and Hazard-
ous Waste Management Branch, Division of Health Services,
P. O. Box 2091, Raleigh, NC, 27602.
(12) MISCELLANEOUS REQUIREMENTS
— (a) Effective vector control measures shall be applied to control
flies, rodents, and other insects or vermin when necessary.
— (b) Appropriate methods such as fencing and diking shall be pro-
vided within the area to confine solid waste subject to be blown
by the wind. At the conclusion of each day of operation, all
windblown material resulting from the operation shall be col-
lected and returned to the area by the owner or operator.
Management Branch
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

Purpose: G.S.130A-294 requires that an inspection program be established for the operation of solid
waste management facilities on a statewide basis. The N.C. Solid Waste Management Rules
codified 10 NCAC 10G, Section .0505 list specific operational requirements which must be
followed by sanitary landfills.
Preparation: Solid and Hazardous Waste Branch personnel shall complete the inspection form each time
they conduct an official inspection. The form shall be signed by the person(s) receiving the
report.
Distribution: 1. White copy to Raleigh office
2. Yellow copy to facility
3. Green copy to preparer
Disposition: This form may be destroyed in accordance with Standard 7, Inspection Records, of the
Records Disposition Schedule published by the N.C. Division of Archives and History.
Order additional forms from:
Solid and Hazardous Waste Management Branch
Division of Health Services
P. O. Box 2091
Raleigh, NC 27602-Z091

.;. DEPARTMENT OF HUMAN RESOURCL
WEATHER CONDITIONS DIVISION OF HEALTH SERVICES
INSPECTION FOR SANITARY LANDFILLS
NAME OF SITE COUNTY
LOCATION SIGNATURE OF PERSON(S) RECEIVING REPORT
PERMIT NUM
SIR: AN INSPECTION OF YOUR LAND DISPOSAL SITE HAS BEEN MADE THIS DATE AND YOU ARE NOTIFIED OF THE VIOLATIONS, IF ANY, MARKED BELO"
WITH A CROSS (X).
(1) PLAN AND PERMIT REQUIREMENTS
(a) Construction plans shall be approved and followed.
— (b) Specified monitoring and reporting requirements shall be met.
(2) SPREADING AND COMPACTING REQUIREMENTS
— (a) Solid waste shall be restricted into the smallest area feasible.
(b) Solid waste shall be compacted as densely as practical into cells.
(3) COVER REQUIREMENTS
(a) Solid waste shall be covered after each day of operation, with a
compacted layer of at least six inches of suitable cover or as
specified by the division.
(b) Areas which will not have additional wastes placed on them for
12 months or more shall be covered with a minimum of one foot
of intermediate cover.
— (c) After final termination of disposal operations at the site or a
major part thereof or upon revocation of a permit, the area shall
be covered with at least two feet of suitable compacted earth.
(4) EROSION CONTROL REQUIREMENTS
T (a) Adequate erosion control measures shall be practiced to pre-
vent silt from leaving the site.
(b) Adequate erosion control measures shall be practiced to pre-
vent excessive on -site erosion.
(5) DRAINAGE CONTROL REQUIREMENTS
— (a) Surface water shall be diverted from the operational area.
— (b) Surface water shall not be impounded over or in waste.
(c) Completed areas shall be adequately sloped to allow surface
water runoff in a controlled manner.
(6) VEGETATION REQUIREMENTS
— (a) Within six months after final termination of disposal operations
at the site on a major part thereof or upon revocation of a
permit, the area shall be stabilized with native grasses.
(b) Temporary seeding will be utilized as necessary to stabilize the
site.
(7) WATER PROTECTION REQUIREMENTS
(a) The separation distance of four (4) feet between waste and
water table shall be maintained unless otherwise specified by
the division in the permit.
— (b) Solid waste shall not be disposed of in water.
— (c) Leachate shall be contained on site or properly treated prior to
discharge. An NPDES permit may be required prior to the dis-
charge of leachate to surface waters.
(8) ACCESS AND SECURITY REQUIREMENTS
— (a) The site shall be adequately secured by means of gates, chains,
berms, fences, and other security measures approved by the
division, to prevent unauthorized entry.
(b) An attendant shall be on duty at the site at all times while it is
open for public use to ensure compliance with operational
requirements.
— (c) The access road to the site shall be of all-weather construction
and maintained in good condition.
— (d) Dust control measures shall be implemented where necessary.
REMARKS:
DATE: _� fG" f/:a F; NAME:
r
(9) SIGN REQUIREMENTS
— (a) Signs providing information on dumping procedures, the hours
during which the site is open for public use, the permit number
and other pertinent information shall be posted at the site
entrance.
— (b) Signs shall be posted stating that no hazardous or liquid waste
can be received without written permission from the division.
— (c) Traffic signs or markers shall be provided as necessary to pro-
mote an orderly traffic pattern to and from the discharge area
and to maintain efficient operating conditions.
(10) SAFETY REQUIREMENTS
(a) Open burning of solid waste is prohibited.
— (b) Equipment shall be provided to control accidental fires or
arrangements shall be made with the local fire protection
agency to immediately provide fire -fighting services when
needed.
— (c) Fires that occur at a sanitary landfill shall be reported to the
division within 24 hours and a written notification shall be
submitted within 15 days.
(d) The removal of solid waste from a sanitary landfill is prohibited
unless the owner/operator approves and the removal is not
performed on the working face.
(e) Barrels and dru ms shall not be disposed of u n less they are empty
and perforated sufficiently to ensure that no liquid or hazard-
ous waste is contained therein.
(11) WASTE ACCEPTANCE AND DISPOSAL REQUIREMENTS
— (a) A site shall only accept those solid wastes which it is permitted to
receive.
— (b) No hazardous, liquid, or infectious waste shall be accepted or
disposed of in a sanitary landfill except as may be approved by
the division.
— (c) Spoiled foods, animal carcasses, abattoir waste, hatchery waste,
and other animal waste delivered to the disposal site shall be
covered immediately.
— (d) Asbestos waste that is packaged in accordance with 40 CFR 61, as
amended through January 1,1985, may be disposed of separate
and apart from other solid wastes at the bottom of the working
face or in an area not contiguous with other disposal areas, in
either case, in virgin soil. Separate areas shall be clearly marked
so that asbestos is not exposed by future land -disturbing activi-
ties. The waste shall be covered immediately with soil in a
manner that will not cause airborne conditions. Copies of 40
CFR 61 may be obtained and inspected at the Solid and Hazard-
ous Waste Management Branch, Division of Health Services,
P. O. Box 2091, Raleigh, NC, 27602.
(12) MISCELLANEOUS REQUIREMENTS
— (a) Effective vector control measures shall be applied to control
flies, rodents, and other insects or vermin when necessary.
(b) Appropriate methods such as fencing and diking shall be pro-
vided within the area to confine solid waste subject to be blown
by the wind. At the conclusion of each day of operation, all
windblown material resulting from the operation shall be col-
lected and returned to the area by the owner or operator.
Solid and Hazardous Waste Management Branch
DHS 1709 (Revised 4/85)
Solid & Hazardous Waste Management Branch (Review 4/86) (white — Raleigh Office yellow — Facility green — Preparer)

Purpose: G.S.130A-294 requires that an inspection program be established for the operation of solid
waste management facilities on a statewide basis. The N.C. Solid Waste Management Rules
codified 10 NCAC 10G, Section .0505 list specific operational requirements which must be
followed by sanitary landfills.
Preparation: Solid and Hazardous Waste Branch personnel shall complete the inspection form each time
they conduct an official inspection. The form shall be signed by the person(s) receiving the
report.
Distribution: 1. White copy to Raleigh office
2. Yellow copy to facility
3. Green copy to preparer
Disposition: This form may be destroyed in accordance with Standard 7, Inspection Records, of the
Records Disposition Schedule published by the N.C. Division of Archives and History.
Order additional forms from:
Solid and Hazardous Waste Management Branch
Division of Health Services
P. O. Box 2091
Raleigh, NC 27602-Z091

M-69
oUPONT
ESTABLISHED 1802
E. I. DU PONT DE NEMOURS & COMPANY
INCORPORATED
BREVARD, NORTH CAROLINA 28712
IMAGING SYSTEMS DEPARTMENT
I V.
Un
O
�LgSTE ��P
Brevard, North Carolina
March 30, 1989
N. C. Dept. of Health & Human Resources
Solid Waste Management Section
P. O. B. 2091
Raleigh, NC 27602-2091
Attn: J. Gordon Layton, Chief
Solid Waste Branch
Dear Mr. Layton,
Enclosed is an Application for a Demolition Landfill located on
company property adjacent to the plant in Transylvania County.
We have discussed the plans with Mr. James Patterson, Waste
Management Specialist, and will appreciate your reviewing the
Application.
If any questions arise, I can be reached on [phone].
Tc
E. K. Hallowell
Environmental Chemist
BETTER THINGS FOR BETTER LIVING

APPLICATION FOR CONSTRUCTION AND OPERATION
OF A
DEMOLITION LANDFILL
on Site, Cedar Mountain Plant of
E. I. duPont de Nemours & Co. Inc.
Imaging Systems Department
Brevard, NC 28712
In support of this Application are attached:
1. Relative to site Plan
(la) Marked Aerial Photo
(lb) Letter from Jill Scruggs, Planning Director
Transylvania County
(1c) Marked County Road Map (partial)
(ld,e) Write up - Description of types of Waste for
and other pertinent information disposal
2. Relating toOperating Plan
(2a) Marked portion of U. S. Geological Topographic
Survey, Standingstone Mountain Quadrangle showing
Company property boundaries
(2a) R. Raxter Survey showing Landfill boundaries and
features.
(2a) Write up describing Operating lan, and
(2b,c) plans for Erosion Control and Seeding
(2e) description of Disposal Material,
(2f) name of Person Responsible and
(2g) Projected Use of land after completion of fill
(2d) Legal description of Site (based on R. Raxter Survey)
Contact:
E. K. Hallowell
Environmental Chemist

J'-2
cg•�
t,

1 , 1 1
BREVARD - TRANSYLVANIA COUNTY
TTACHIMENi' j b
February 24, 1989
E. K. Hallowell
Environmental Chemist
E. I. DuPont De Nemours & Company
PO Box 267
Brevard, NC 287.12
Dear Mr. Hallowell:
I am writing in response to an inquiry regarding the
zoning restrictions which may be applicable to the
operation of a demolition landfill site on the E. I.
DuPont De Nemours & Company property located in
Transylvania County. There are no zoning regulations in
Transylvania County, and therefore, no prohibitions
against the operation of a demolition landfill.
Compliance with other regulations governing the operation
of a demolition landfill site is required.
Should you have any questions regarding this matter,
please advise.
Sincerely,
Jill Scroggs
Planning Director
JS/dw
151 WEST MAIN STREET BREVARD, N.C. 28712 [phone]

280
A T TAUME,NT
•
Q 364_ - _ ----
G
1
1373
)
1 5 1500
13 6 1567
F /
362
W
_
P�
_ 1502
501 64
h
�oa\9 1504 3
Blantyre-*
5
,LASS
1360 1
1.
1507
5.3
t 276
P ( 1504 O
4
1 sob 1505 1527 /
u
Penrose ^ J
IOB
`
. 1506 b h 1577 I
.6 .7 FAS
`'' - 1359
Creek
4
6
64 `r 1516
a
Mt. Underwood
Lamb -
AS 2.4
�► 1504.5 1525
�� �p gjVER 1528 527 1529 \
r
h
� N
Pisgah Forest��o�.
1529 .5
BREVARD
to.
� 7 1528
f4S 1561
1
1533 1533
S
a
1
0 1574 1534 �t: .4 1530
;.:
CH
•21 531 6
::'' :•.� �(i
a '•;.'1
b
�
1540
1 1562 15281
"2 i FAS
'
1564 Crl
76
1580
River
e B
1540
36Little
5ICrab
1.543
1532
T
Yt P
---
t.0 7J
3
1541
1
y
fr .•. 1542
1570
I
00
J
a
1540.
P ..
1536 � 1 I
kl
1119 w4 I
- CASCA E 1
LAKE
Pp�
VD
vt
1537
1114
11-13 1538
ON
1539
r 1591
-.0 1.0 ---
1
Connestee\
� T E
103
c
76
a �� 1
3 'fP
f
'NESTEE
<V 1536
-
1537
7ALLS CQ ry ?
Blue Ridge
Creed
- 3.8
F rS
�P r
A 1560
1
I. h 584
1102 _-, .4
.
fA5 1.� I L
Carson Creek _
Ll TLE 1100 >, Cedar 1578 ec-
- CIL
1101
.2 Mountain e
5 i h 1557 cco ram „

APPLICATION FOR DEMOLITION LANDFILL
1. Attachment - Writeup relating to Site Plan
(ld) Types of Waste for Disposal
This is Site will be used for typical demolition waste materials such
as rock, earth, trash trees and stumps, concrete, brick, scrap wood and such
other solid wastes as may be approved by the Division of Health Services.
(le) Other pertinent information
1. Use of this facility is projected to extend a decade or more. The
pace of it's development will depend on future demolition or expansion
taking place at the Plant.
2. The site will be used as a borrow pit as well as a landfill, with
landfilled materials replacing the earth which is removed . Earth for cover
will be retained and used as needed. Earth from this site will also be used
as cover at the Plant's existing Sanitary Landfill. Application for Vertical
Expansion of this Site is being prepared.
3. The area included in this application encompasses
- a small landfill site which was restored in 1980-81. A portion
of this site was covered with an extra 5 feet or so of earth, stockpiled for
future use.
- a small designated, dedicated asbestos burial site. This has
been in use intermittently since 1978 and is currently used occasionally for
disposal of scrap asbestos insulation from maintenance operations.
- Asbestos handling is in accordance with Air Quality
Regulations.
Except as noted above, these two sections are excluded from the primary
site -use plan. Locations of boundaries are shown on the survey (attachment
2a).
2.

4. Natural screening blocks view of the landfill from Staton Road and
from the Plant access road. Natural screening largely blocks view of the
landfill from a small access road to scenic sites on the property. Additional
screen planting is planned to virtually block view of the landfill from this
road as well.
5. The site will be accessible only from within the chain link fence
plant enclosure
6. The site is not in a floodplain.
U

86
o "
NO
I

2. Attachment - Writeup relating toOperating Plan
(2a) Operation Plan -
It is proposed to borrow earth starting from the South West corner
of Cell No. 1, down to an elevation of 38'-39' (at least 4' above the ground
water level of 34'). This area will then be the first to receive demolition
materials. Earth removal and landfilling will proceed thus through Cell No. 1.
As Cell No. 1 becomes filled to the adjacent elevation, it will be
covered and the operations will move to another cell. Which cell is next will
depend on whether the need at that time is primarily for borrow earth or for
landfill space.
It is planned to leave a 20'-30' buffer between marked boundaries
and actual operation.
b. Erosion control -
Slopes will be maintained to avoid puddling and to allow drainage to
the two existing catch basins which are already in use within the proposed
area. These will be retained and will continue to serve their function. In
each Cell or section, after vegetation and earth have been removed and
replaced with landfilled materials, covering and reseeding will proceed as
soon as is feasible.
c. Seeding -
It is planned to use the Plant's Standard Procedures for seeding
which includes application of a 10-10-10 fertilizer (1000 lbs./acre) and
seeding with Kentucky 31 Fescue/Ryegrass (30/15 lbs./acre)
e. Disposal Material -
The site if for typical demolition waste material such as rock,
earth, trash trees and stumps. Concrete, brick, scrap wood and such other
solid wastes as may be approved by the Division of Health Services.
f. Individual responsible -
B. J. Blythe, 885-5295
g. Future Use -
Landfill area will be graded and seeded in accordance with
regulations. There are no present plans for future use of this area.
4.