SW7050724_APPROVED PLANS_20021220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
L99U
YYYYMMDD

Am
L-MaNg.
WATER MANAGEMENT PLAN
PHASE
FOR
4
EAST CAROLINA ENVIRONMENTAL
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
OWNER AND OPERATOR
EAST CAROLINA ENVIRONMENTAL
REPUBLIC SERVICES OF NORTH CAROLINA, LLC:
1922 REPUBLICAN ROAD
AULANDER, NORTH CAROLINA 27805
252-348-3322
INDEX TO DRAWINGS_
SHEET NO. DESCRIPTION
TITLE SHEET
1 EXISTING TOPOGRAFIHIC SURVEY
2 TOP OF CLAY LINER (3RADING PLAN
3 FINAL DRAINAGE PLAN
4 EROSION CONTROL FLAN
5 DRAINAGE BASIN MA?
6-7 MISCELLANEOUS DETAILS
BERTIE COUNTY, NORTH CAROLINA
REVISED OCTOBER, 2005
a-- cm -P.
pESS•L.,9
SEA
16146
JULY, 2005
(52
001
s
WINDSOR
SriE
J
BERTIE COUNTY, NORTH CAROLINA
HODGES, HARBIN, N- EWBERRY & TRIBBLE, INC.
CONSULTING ENGINEERS
478 743-7175
478 743-1703 (FAX)
484 MULBERRY ST. - STE. 265
MACON, GEORGIA 31201
LEGEND.
EXISTING CONTOUR
JURISDICTIONAL WETLANDS
SOIL BORING OR PIEZOMETER
LL
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date _ � � • ` r.�.�24
� 0.3
Shxmwater Permit No: ' • u_ `#
R
I- - - W y -
PZ-101A
PROPERTY LINE ■ r■ ■
BUFFER LINE — —• — -- �—
EXIST NG UNPAVED ROAD
----------------------
EXISTING PAVED ROAD
EXISTING BUILDING
EXISTING GAS EXTRACTION MAIN IG
EXISTING GAS EXTRACTION WELL 1-18
EXISTING EDGE OF CELL
EXISTING DITCH LINE —�--
BORROW AREA ■ms■■■•••mm■■■■■■■
EXISTING FENCE
zao
EXISTING STORM PIPE ------
EXISTING DROP INLET 0
E=XIS"l-ING HEADWALL
EXISTING LEACHATE MANHOLE AND PIPE
PROPOSED STORM PIPE
3101
PROPOSED HEADWALL
V
PROPOSED DROP INLET
PROPOSED CONTOUR -°
PROPOSED SIDE SLOPE DOWNDRAIN PIPE AND RISER ~
PROPOSED SIDE SLOPE DRAINAGE BERMS
PROPOSED GRASS -LINED DITCH GLE�
PROPOSED DROP INLET PROTECTION rl
PROPOSED OUTLET PROTECTION
PROPOSED SILT FENCE

►.
NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2128
V2" REBAR LOCATED AT SOUTHWEST CORNER E 10,000 +
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 866,800.00, E 2,571,191.63
ELEV. = 63.88
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2129
1/2" REBAR LOCATED AT NORTHWEST CORNER
OF DETENTION BASIN NO- 3 ON TOP OF BERM
N 867,341.41, E 2,570,659.21
ELEV. = 63.78
E 9,500 +
BENCHMARK:
3/4" REBAR, ±150' SOUTHEAST OF SCALEHOUSE
N 866,355.17, E 2,570,278.99
ELEV. = 56-64
LOCAL COORDINATE SYSTEM
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2128
1/2" REBAR LOCATED AT SOUTHWEST CORNER E 9,000 +
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 11220,50, E 6155.61
HORIZONTAL CONTROL:
O O 6 O O O O O
Iq Q O i O LQ O iQfi O p O p 0 p
O O p
r N [V O O 0) co G6 � !~ [O c0
z z z z z z z z z z z
z z z z
+ r �+ + + +�. � + + + + + + + + + E Cow
300 0 300 600 900
�� �~ - � � �/ '�� �. � � � � ♦� ' � This topographic base map was produced by BEI Aerial Mapping, � Peachtree City, Georgia
for Hodges, Harbin, Newberry & Tribble, Inc.
o �
�. � of the East Catalina Regional, MSWLF Bettie Count North Car tin
+ + + �F + -}-� + E 9,500
100' BUFFER
- - -•`., - - - - ���� / o HHNT PR❑JECT #I: 1001-100-01 (East Carotina Regional, f�1SWLF)
BEI PROJECT # 1040330
TIVE
B ROW REA NO. 9 � ���� DATE OF PH❑TOGRAPHYI 4/4/2004
y
I' 1 CONTOUR INTERVAL: TWO (2) FEET
HORIZONTAL DATUMi LOCAL COORDINATE SYSTEM
VERTICAL DATUM: NAVD88
SURVEY CONTROL POINT #2129 � � ;� ' I -__l-__ � � �, - _� —�
- n o -
1/2" REBAR LOCATED AT NORTHWEST CORNER (�
OF DETENTION BASIN NO. 3 ON TOP OF BERM V g , } /
��� fpl+Ill, :II i �� � O C? �,%.�
N 11802.03,E 5667.35
BENCHMARK:
4" REBAR, ±15 ' SOUTHEAST + + + + + .` =--. - — + rh
31 R B 0 E 8,500 + —-- ---T---- o + + + E 8,500
OF SCALEHOUSE r 9r 1 c
ELEV. = 56.64 7
-
E 8,000 +
£ 7,500 +
E 7,000 +
E 6,500 +
E 6,000 +
E 5,500 +
T
O
O
O
ri
1
BOR 0 AREA N0. 1 �r. �♦ f
_��0' (COMPLETED) I' s
-- ,
--—� / ORROW AREA NO.. (COMPLETED)
1 /
ilk
+ + �+ J + s l� + + -=- -� \ + � + ? J + �J +� + + E 8.000
ILL
cc
1 p �1 � ,,•, ,. 'li I �� - r' Gam' W �N�
v/ ..8 .._ f..,._.., 1 N
® ��cc
N
—41 - P 1 � —� A O Z +
+ + + it + + — + �I I + + + i-� + O + + E 7,500
6 �I� —
10000000 P A
l
1 �
PZ 7A
PZ-94A
Pw 02A 6
PF93A
PZ—I A
—85A
Q P I
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G M�5 �
T PZ 1A
Al
+0 + +
PZ--100A
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PZ-99A I`
P A �
+ + I + PZ48A
M 4 PZ- a3A
�j
—9A �
GW-2
+ + +
12
E
�O?
�... — 8B
BORROW AREA NO. 8 r
(COMPLETED)
u
E 5,000 + + + + + + ` + ` _ce + I�
_
NC 1 --
EP
E 4,500 + + + + + + + + +
E 4,000 + + + + + + + + +
S n n L o 0
tCi d' ti2 N
z z z z z z z z
~— --'"=- - — BORROW AREA NO. 3
(COMPLETED) 1
GW-5 TEMPORARY TIRE STORAGE (J ,
_ TRAILER LOCATION {CIJRRENTj
I$
/ S�r RECIAMAT{ N ARFA , e "•
GW-7 ,EXISTING LEACHATE
CAP A%EAr / / STORAGE TANK EXISTING LEACHATE
FORCE MA}N
EXISTING LEACHATE + r + + + + + + E 61500
PUMP STATION #1 1
�j �� yEXISTING BLOWER
lr=-`�-FLARE STATION
SF ROADSECONDARY
NOTES:
ACCESS XIDETSTING 1. PIEZOMETERS LOCATIONS SHOWN IN THIS SHEET WERE PROVIDED BY DONALDSON
NOrIOIV eAS M1+ GARRETT AND ASSOCIATES IN AN EMAIL DATED SEPTEMBER 7, 2004.
IN
I x.. . . . . Nos
+ + + + + + E s,0oo
ET--S — WETLANDS,
4
EXISTING METHANE MONITORING POINT MM-1
I ; f wET'ANns _ / ♦01
r EXISTING GROUNDWATER MONITORING WELL O GW-9
EXISTING SURFACE WATER MONITORING POINT SW-5
1NATP SE
K� S
♦ + I� + ; + + + + + + E 5,500
�
WWI
I _ FU dR FUTURE r % ` SEAL L '
r B RROW Aft NO. 5 � - BORROW AREA NO. 4 r R = 1 4 b' .5142 I' a
r It
=XISTING i 1% It''•. I�t •' G3 ti '•.'r71t`{Lv,,••' �.�.
+r CALES AND--+ -I- ° + + E 5,000 �% '•••.....•••'• �cr CD p•••....• ,
CALE HO SE T
I �7iq
M F. R
_-_ ACCESS NTROL I sgraHssN 's+susssssss
■ II f I �' 1
EXISTING TOPOGRAPHIC SURVEY
%� _ '• STORMWATER MANAGEMENT PLAN
+ r + + +E 4,500 EAST CAROLINA REGIONAL MSW LANDFILL - PHASE 4
"� • ♦ r FOR
EAST CAROLINA ENVIRONMENTAL
��` _ �' �.•' REPUBLIC SERVICES OF NORTH CAROLINA, LLC
BERTIE COUNTY, NORTH CAROLINA
--- ` HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
CONSULTING ENGINEERS
+ + + + �"`�'~ + + 478 743-7175 484 MULBERRY ST. - STE. 265
a 0
C o 0 0
478 743-1703(FAX) MACON, GEORGIA 31201
U o m co PROJ. NO. 1001-354-01 DWG, ECP4SWM-TP EDIT 7-25-05
z z z z z z z
SCALE 1 ° = 300'
DATE JULY, 2005 SHEET OF 7

F
I
E 9,000 + +
.200 0 .200 400 600
1�
This topographic base reap was produced by BEI Aerial Mapping, Peachtr City, Geo gia
for Hodges, Harbin, Newberry & Tribble, Inc. \-
of the East Carolina Regional MSWLF, Bertie County, North Carolina
HHNT PROJECT #(: 1001-100-01 (East Carolina Regional MSWLF)
BEI PROJECT # 1040330 /
E 8,500 + DATE OF PHOTOGRAPHY: 4/4/2004 ; +
CONTOUR INTERVAL: TWO (2) FEET I
H❑RIZ❑NTAL DATUM: LOCAL C❑❑RDINATE SYSTEM j VERTICAL DATUM: NAVD88
1 . o
I E 8,000 -�
E 7,500 }
+
FILL IN EXISTING STORMWATER
CONVEYANCE CHANNEL, BOTH
INSIDE AND OUTSIDE THE CELL.
FILL MATERIAL SHALL BE EQUAL TO
CLAY LINER MATERIAL FOR THIS
JOB (k < 1 X 10-7CMISEC) AND
INSTALLED IN ACCORDANCE WITH
CLAY LINER SPECIFICATIONS.
NEW STORMWATER
CONVEYANCE CHANNEL
E 7,000
LL �.
6,500
t
E 6,000 + —�
1
E 5,500
•
0 1
V
Q
DRAINAGE STRUCTURES - __l
PIPE NO,
SIZE
LENGTH
SLOPE
MATERIAL
200(E)
54"
113,
4.14%
RCP
201(R)
48"
95'
2.11 %
RCP
202
24"
59'
15.76%
CMP
300(R)
2-30"
176'
0.36%
RCP
301 (R)
2-48"
75'
0.51 %
RCP
302(R)
48"
85'
1.18%
RCP
(R) = EXISTING PIPE TO BE REPLACED
(E) = EXISTING PIPE TO REMAIN
E 5,000
DROP INLET N0.
TOP
THROAT
INVERT
200(E)
67.77
66.27
58.35
300(E)
64.85
63,35
59.45
301 (R)
66.11 1
64.61
58.81
(R) = EXISTING DROP INLET TO BE REPLACED
(E) = EXISTING DROP INLET TO REMAIN
0 0
O 0
O I-
Ln
r r—
Z Z
O
6
Z
10
P b o
W S ORMWAT
�ONV ANCE CHANNE -
a
HEADWALL NO.
INVERT
200(E)
53.69
201(R)
50.00
F.E.S.202
59.30
F.E.S.203
50.00
301 (R)
58.43
302(R)
53.00
(R) = EXISTING HEADWALL TO BE REPLACED
(E) = EXISTING HEADWALL TO REMAIN
0 0
CD LL
Z Z
+
+
i l
ACTIVE /
+ I + + , + o�
BORROW AREA 9 0 0 Qj _
a I
- � a + (�
', 11 BORROW AREA NO. 1
POT NTIAL FUTURE - - - o (COMPLETED)
B O ROW AREA
--,�; ID o _
a -
'�'?, \mow,, ° %/ �-��� � \ 1 � � ♦ \ " ��
4 ,
1f /\
OA
OTEN I IAL U R ♦ -
I�!m B O R R O W A A i
40
Ak
I •
+ + I!f sM MW g +
E 7171.83 SOLIDIFICATION
■ELEV. 58.18 FACILITYSOON
—
�_�--AG ROAD �r—� ` � NAIL IN WELL PAD~ am w so ow a — -
-_ _V _
oO
�-� TEMPO TIRE STORAGE
TRAIL LOCATION (CURR T), ic,
-
ZZLI
�1
- F~�� __ I t(ISTING M ALS
2 —_ - _. _. err= I
�_ �_�� �_ �_--� rr' ' 1f RCLAMATI N AREA'
OI
EXISTING LEACHATE-
rARESTORAGESTORAGE TANK ' PERIMETER SHELF SLOPED
\
Y EXISTING LEACHATE f @ 6H : 1V TO PROMOTE
'j I EW-zz �'VEGETATIVE GROWTH PUMP STATION #1
TOP OF LEVEE + +
� ELEV . - - 62.28 (MIN)
� o EXISTING F OVERFLOW/ STRUCTURE
STRUCTURES TO No. 2ao `.. NO. 2(R) - -
� BE REMOVED
DETE FUTURE SECONDARY
CROAD-
6LDG N 0. 2A BASIN 201 �• HEADWALL - - - -
--ti.f No. 30 NO. 2 - - - �C-
� OVERFLOW
� N0. 3 302 -� STiUCTLJR d
HEAD ALL -WE4-A DS
N 03 NO. 2 1(R) _
OVERF11L - o. 2aiLL _ -
�+•
UC UR \ 8" DEWATERING - \ - Y _ - - - _
PIPE WI VALVE +
PERIMETER SHELF SLOPED - - \ EXISTING STRUCTURE - WETLANDS
. TOP OF MI LEVEE
@ 6H : 1V TO PROMOTE _ ELEV. 62.28
R 5°' - ( TO BE REMOVED
INLET
-,------- ��a _. WALL VEGETATIVE GROWTH
WETLA`N�'
EX STING STRU
301 a WETLANDS CT RES - ' ` - -
AccEss ROAnJ . . _ . _ _
TO E REMOVED � � _ Q
(PI 300 HW 30) . . . Lo
HEADWALL ) I ao
�
NO, 301 R
NpnRnp 1 FOREBA� �)
�Z Z
8" DEWATERING
�VALVEPIPE WI EL - - - - . - I �p��4H. ......a�••/ a���H...C..A.
•..ti
ATE} I<� ` I .•5SIgy •., 1p4, .
�•Q '� z
P P lJ 40 _ SEAL r
+ ! lr� - - + - - �I - 1 S 1514 s
=J eoNVE ieNCE y so Q
_
CEN SITE -. , � 6 •••• I a•• � ••••.GIN 1•."i••••,�
EXISTING STRUCTURES - r /l� ••••••••.•• QUA' (p ••••••••••• �,
[� TOP OF LEVEE TO BE REMOVED fey TR1B��'
ELEV. 66.00 (PIPE 301, HW 301) ••�•••"�
vO / 1 0 REVISED: OCTOBER 24, 2005 - ADDRESS DWQ COMMENTS
TOP OF CLAY LINER GRADING PLAN
BORROW AREA NO. 8 I ' w w
(COMPLETE®) STORMWATER MANAGEMENT PLAN
W __-
0 F u R 1 �
1 ° R 5 Ex B RROW A E NO. 5 r EAST CAROLINA REGIONAL MSW LANDFILL - PHASE 4
�, ♦ � .:aL�� ��,ce 1 FOR
a � ,� f 1 EXISTING r_ LL 3 EAST CAROLINA ENVIRONMENTAL
+ + = + +jCALES AN + p REPUBLIC SERVICES OF NORTH CAROLINA, LLC
SCALE HO SE , BERTIE COUNTY NORTH CAROLINA
ACCESS ONTROL
GATE ♦ p HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
CONSULTING ENGINEERS
x—
�_ . ■ 478 743-7175 484 MULBERRY ST. - STE. 265
NC
1_ k_!' • • 1 478� 743-1703(FAX) MACON, GEORGIA 31201
0 0 oEPB�� _ ► �o • 0 PROJ. NO. 1001-354-01 DWG. ECP4SWM-IG EDIT 10-24-05
O LO 0 Tr_ �x— Ln O
r� cj c_i .- ` � . x k k-x x � o * 0 SCALE 11. = 200'
Z Z Z Z i °g -k-x • 1 1 /Z DATE JULY, 2005 SHEET 2 OF 7
Ill

0 0 0
FILTER FABRIC NAILED, STAPLED,
OR OTHERWISE SECURED
FILTER c""^
F
3000 PSI CONC., 12" THICK
MIN. Q
1811MIN
6" MIN.
ELEVATION CROSS SECTION
NOTES:
1. FLOWS MAY NECESSITATE THE PLACEMENT OF HAY BALES IN FRONT OF FILTER FABRIC Q
2. FABRIC SHALL BE ATTACHED IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL."
MIN.
5
PROVIDE GRATE
AREA
INLET
LANDFILL FINAL COVER
SILT FENCE
BERM
NOTE: DRAINAGE PIPE TO BE PLACED OVER FINAL COVER.
PIPE COVER TO BE MOUNDED A MIN. OF 6" ON ALL SIDES
OF PIPE.
SOIL COVER OVER PIPE SHALL BE A MINIMUM OF
/ 6" AND A MAXIMUM OF 2' (EXCEPT
UNDER DIVERSION BERMS)
CORRUGATED PLASTIC PIPE
3.5 (SEE LAYOUT FOR ACTUAL DIA.)
1 PROVIDE GRATE
AREA BERM
INLET
PROVIDE FLARED END —
SECTION
CT ON AT OUTLE
T
ET
A 4' X 4' X 4" CONCRETE PAD SHALL BE PROVIDED AT EACH
INLET AREA.
PROVIDE INLET PROTECTION AROUND EACH AREA INLET.
(NOT SHOWN FOR CLARITY)
n
AREA INLET DOWN DRAIN
La
CARRIER -
PIPE
i
CARRIER PIPE
ANTI -SEEPAGE COLLAR
la � d
ih lli=III= °il =III=
=ill=III= = Ifl=lll-= Ili -=ill —a Ilf-=I11
III=III ill o III= — =_
SECTION A -A BLANKET ILTERI l l I f l SECTION A -A
NOTES: � FILTER
1. La IS THE LENGTH OF THE RIP RAP APRON. BLANKET
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL, EXTEND THE APRON UP IN THE CHANNEL BANKS TO AN ELEVATION OF U. AE30VE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
OUTLET PROTECTION
GEOTEXTILE
DRAINAGE
FABRIC
O
C
R
3000 PSI CONC., 12" THICK
1'-O"
MIN.
MIN.
CARRIER PIPE
CONCRETE ENCASEMENT
U
1'
3'
z _
C7 4DIA. HOLES SPACED EQUALLY
w "
_ (SEE CHART) DIA.
w
ALUMINUM PIPE
TRASH GUARD
1
c_n CONCRETE PRECAST OR SOLID
af ALUMINUM OVERFLOW STRUCTURE
Lu PERMANENT POOL ELEV. O O
a_ CONCRETE ENCASEMENT
•�•' •ram •e.
BOTTOM OF BASIN ELEV. e..' 4.• '. '.: ' . +
2,
MIN. CARRIER PIPE
III-1 I I— I (SEE CHART FOR SIZE)
GATE VALVE
COMPACTED SUBBASE
CONCRETE BASE
NOTES:
1. INSTALL GATE VALVE AT BASE OF OVERFLOW STRUCTURE FOR WET DETENTION BASIN DEWATERING.
2. REQUIRED CONCRETE BALLAST BASED ON ALL REINFORCED CONCRETE OVERFLOW STRUCTURE AND CARRIER
PIPE. IF SOLID ALUMINUM IS USED, OWNER MST DETERMINE NEW BALLAST REQUIREMENTS.
3. IF ALUMINUM OVERFLOW STRUCTURE IS USED, IMBED PIPE INTO CONCRETE BASE A MINIMUM OF 12".
4. NO CMP OR SOLID ALUMINUM PIPE JOINT SHALL BE LOCATED WITHIN 10' OF THE OUTLET END OF ANY
CONCRETE ENCASEMENT.
BASIN
NO. OF 4"
NO. OF HOLES
NO. OF
RISER
RISER
CARRIER
CONCRETE
CONCRETE
NO.
DIA. HOLES
PER ROW
ROWS
DIAMETER
HEIGHT
PIPE
BASE
ENCASEMENT
DIAMETER
2
2
2
1
72"
7.30'
48"
11.5' x 11.5' x 2'
6' x 6' x 20'
3
2
2
1
72"
8.30'
48"
12'x12'x2'
Tx Tx 12'
ADDITIONAL SOIL FOR BERM
ABOVE PROTECTIVE COVER
CUT LEACHATE COLLECTION PIPE
REJOIN TO DOWNSTREAM PIPE
WHEN STORMWATER DIVERSION
BERM IS REMOVED.
.... ... .... ....... . .. . ........ . \ .......
WELD TO FML
6 OSY AND —
24 OSY GEOTEXTILE
OVERFLOW STRUCTURE
LEACHATE FLOW
STORMWATER DIVERSION BERM IN WASTE CELLS
"A„
11131t
"C"
"D11
„E„
„F"
"G,i
"H"
12"
V-8"
4'-0"
2'-6"
V-8"
V-2"
V-3"
V-7"
15"
2'-0"
4'4"
2` 10"
2'-0"
1,_3"
1 3"
1' 7"
18"
2'-4"
4'-8"
T-2"
2'-4"
1'-4"
V-3"
V-7"
24"
2'-10"
5'-2"
T-8"
2'-10"
1'-5"
1'-411
2'-1"
30"
3'-6"
5'-10"
4'-4"
3'-6"
V-9"
1'-6"
2'-5"
36"
4%0"
64"
4'-10"
4'-0"
2'-0"
V-8"
2'-11 "
42"
4'-6"
6'-10"
5'4"
4'-6"
2'-3"
2'-0"
T-6"
7'-6"
6'-0"
6-2"
2'-6"2'-0"
4'-0"
L"54
U-9"
8'-1"
6'-7"
5'-9"
2'5'-2"
-9"
2'-O"
4'-6"
6'4"
8'-8"
T-2"
6'4"
T-0"
2'-2"
5'4"
w
1011
NOTES:
1. PRECAST CONSTRUCTION SHALL
MEET THE REQUIREMENTS OF THE
NC. D.O.T. AND ASTM C-478.
2. REINFORCING STEEL SHALL BE A
MINIMUM OF #4© 6" O.C.E.W.
3. FOR TWIN PIPES, DOUBLE
DIMENSIONS "B" AND "C."
CONCRETE HEADWALL
108
f 4'
4A
DF144 F�NgL
cov
6" TURN DOWN
TEMPORARY
DITCH LINING
COMPACTED
SOIL BERM
1 1 /2 MAXIMUM
tK,1
LANDFILL SIDE SLOPE DRAINAGE BERM
/1 18' MIN.
f 2
1 �_.._ 4' MIN.
2' TYPICAL NATURE
UNLESS OTHERWISE NOTED
UNLINED SCC
18' MIN.
1 1RrROnP
2
4' MIN.
1
2' TYPICAL
6x6 616 WWM UNLESS OTHERWISE NOTED NATURAL SUBGRADE
PERMANENT CONCRETE SCC
NOTE:
1. 6' WIDE SCC TO BE USED AS SHOWN ON SHEET 8.
STORMWATER CONVEYANCE CHANNEL SECTIONS
12" THICK FOR 6" RIP -RAP RIP RAP WIDTH TO MATCH HEADWALL
18" THICK FOR 9" RIP -RAP WIDTH TAPER INTO EXISTING GROUND
24" THICK FOR 12" RIP -RAP AT END OF RIP -RAP LIMITS.
GEOTEXTILE DRAINAGE FABRIC
0
STONE SHOULD BE
6-12" AVERAGE DIAMETER
RIP -RAP STORMWATER CONVEYANCE CHANNEL
1 f -2-
(UNLESS
OTHERWISE NOTED)
ROLL OUT EXCELSIOR MATTING PARALLEL TO DIRECTION
OF FLOW AND OVER PROTECTIVE MULCH IN DITCHES.
ANCHOR LINING
IN A 6" TRENCH.
JOIN STRIPS BY ANCHORING WITH
UNTREATED WOODEN STAKES AND
OVERLAPPING 18" OR APPROVED
WIRE STAPLES
TEMPORARY EXCELSIOR LINING
STORMWATER CONVEYANCE CHANNEL
oz
?•. _Ss1oy�••., : ., Ess10 %
SEAL S 's
i 1 fi 1s °
:'f Itd f:
4�AM �� a. TR1��
REVISED: OCTOBER 24, 2005 - ADDRESS DWQ COMMENTS
MISCELLANEOUS DETAILS
STORMWATER MANAGEMENT PLAN
EAST CAROLINA REGIONAL MSW LANDFILL - PHASE 4
FOR
EAST CAROLINA ENVIRONMENTAL
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
BERTIE COUNTY, NORTH CAROLINA
HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
CONSULTING ENGINEERS
�478 743-7175 484 MULBERRY ST. - STE. 265
478� 743-1703(FAX) MACON, GEORGIA 31201
PROJ. NO. 1001-354-01 DWG. ECP4SWM-D1 EDIT 10-24-05
SCALE NOT TO SCALE
SHEET 6 OF 7
DATE JULY, 2005

EROSION
CONTROL
DEVICES
�----i SILT FENCE
DROP INLET OR
PIPE
INLET PROTECTION
W2
PIPE NO,
RIP
-RAP SIZE
LENGTH(L� Wl
,Z
RIP -RAP
3
6"
11'
18'
18'
L OUTLET
E
6"
6'
18'
18'
W1 PROTECTION
7 E�
6H
139
189
189
11
6
13
18
18
28
12"
23'
18'
18'
33
9"
21'
18'
18'
37/38
12"
30'
18'
18'
T7
12"
24'
18'
18'
T9
6"
12'
18'
18'
T13
9"
20'
18'
18'
200 E
12"
27'
13.5'
41'
201
R
15"
40'
12'
52'
(E) DENOTES EXISTING
301 R
302(R
15"
15"
36'
39'
12'
12'
48'
51'
GRASSED LINED
SCC
NO,
1
LENGTH
635'
SLOPE
1.347.
STORMWATER
2
475'
0.42%
CONVEYANCE CHANNEL
3
525'
0.767.
(SCC) WITH EXCELSIOR
4
1010'
0.30%
MATTING
5
745'
0.37%
6
322'
0.93%
7
478'
0.217.
8
792'
0.50%
9
850'
0.47%
10
748'
0.40%
12
660'
0.30%
13
467'
1.07%
14
190,
0.53%
15
524'
1.53%
16
414'
0.40%
17
2875'
0.10%
RIP -RAP LINED SCC
SCC
NO.,
RIP -RAP
SIZE LENS
SLOPE
(OR CONCRETE)
11
9"
132' 1.52%
NOTES:
1. OPERATOR MAY USE CONCRETE LINED SCC'S IN LIEU OF RIP --RAP
LINED SCC'S AT HIS DISCRETION.
2. OPERATOR MAY USE TURF REINFORCED MAT IN LIEU OF •
EXCELSIOR MATTING SCC LINING AT HIS DISCRETION.
3. WET DETENTION BASIN NO. 2 AND NO. 3
SHALL BE CLEANED OF ALL SEDIMENT
ACCUMULATED DURING CONSTRUCTION PRIOR TO
USE AS A WET DETENTION BASIN.
r rr
- t
D
E 7,000 + `�os� +
SCC NO. 8
r �
r -
i -� r
SCC NO. 17
E 6,500 �� + 4 Ina
J
n SCC NO, 9
E 6,000 + - /�1
/ !
r:
CD 0 0
o In
Lri d-
z z
FOREBAY AREA
41
+ + + a o n i o
i l o I, QaGG30 �CGQ�
200 0 zoo 400 600 x l /
1 o
/This topographic base reap was produced by BEI Aerial Mapping, Peachtree City, Georgia
for Hodges, Harbin, Newberry & Tribble, Inc, I Q'
of the East Carolina Regional. MSWLF, Bertie Count North Carolina
HHNT PROJECT # 1001-100-01 (East Carolina Regional MSWLF) !
BEI PROJECT # 1040330 ! v ,i ! ~ v 1 D
- E 8,50 + + DATE OF PHOTOGRAPHY: 4/4/2004 .+ + 6�j1 i -' ,�. .� 1 © a o + _
CONTOUR INTERVAL; TWO (2) FEET
$ HORIZONTAL DATUM; LOCAL C❑❑RDINATE SYSTEM o � o o
/ VERTICAL DATUM; NAVD88 % �! ♦ _ _ BORROW AREA HO. I
POT HTML_ (Cc�ONPLET ED)
Q o BOW AREA
I
+ E 8,000 U. +
1 LL
m
r
1 O
1 I SILT �FENCE
1.54 -
-�� 93.1
�o
ox
SCC NO. 16
6� w
SCC NO. 1
SCC NO. 2 +
\\ 1 a
ID
40,
+\ \ + 1 404 ♦ I �- +
I , + .9
I� r- SCC NO. 3 )
WCj
as \
411
POTIEHITUL
a ♦ \
�� &OHI mw AREA �
I �
-+ + + r-� , U
.� SOLIDIFICATION
FACILITY f'
-SCC NO. 4
SCC N0. 15�
FLJI
n b
- r -
L
d 0 -�_ L'� RCLAMATIM N AREA'
j
I ��l _ _:.µ_...°.EXISTING
0 - � --�f -�- T - CAPSCC NO. 5
Iu! T .-..'�......:.... AREA:'. : ,..:.,'.. �
� - -
a o...f scc.. NO.
:..7._...
F -
- - -
Eul o I I �- / + +
73. 0
f - -
o Il � I , � _ SILT FENCE
� �� �� o/ ��
�r� PROTECTION WET DUERFL FUTURE SECONDARY
FOREBAY DETENTION oUscR ACCESS ROAD - - -
o � MAINT NO. 2A BASIN IN . 2
-
il
B" DEWATERING
8Q18 o LS r J
C NO 01ERFLO PIPE w/ VALVE
SC13 C]l�
D3(RyR 302(R) WETLANDS
! HEADZ
VEGETATED
STRIP-
68.58 0 ` fII -- =�T - G��s`' VEGETATED - -
-~ Ali L_ Ii-- - - / P 0���• _ s _ - TOP E.VEE - _ STRIP O-
+ OF L
-�- SILT FENCE. -f _ �- - - - - - - '- - - - - -
a I =SCC N0. 12 : SCC NO. 14 /`� Q� r ETLANDS WETLANDS, -
S Q m _ --M ROTECTION / - - _ . . L=� - - I - _ _ - _ - r
8' CFWATERING
PIPE W/ VALVE
WETLANDS 0
\. SCC NO. 10 ---- "b ° o ) - - f - _ _ - - - - _ _ 00
SCC NO. 11 H" O z
1 ,....
{lj (nFOREBAY I F� (� Eta
TOP OF LEVEE �� I �O ••�' ••• Yw �4 •••Nny.•• �A
ELF,. 66.00 SS
K �� - - - - _ - - _ _ _ . ' o '•.',7 •'•[E�[1N•• "7
o a I SEAL
BASIN NO. 2
BASIN NO. 3
DRAINAGE AREA TO BASIN ACRES
60
56
SEDIMENT STORAGE VOLUME REQUIRED AT
1800 CU. FT. PER DISTURBED ACRE CU. FT.
108,000
100,800
SEDIMENT STORAGE DEPTH IN FOREBAY
1.67
2.15
BOTTOM OF BASIN AT ELEVATION FT
56
58
TOP OF LEVEE FT
62.28
66
SPILLWAY ELEVATION FT
59.75
63.00
SPILLWAY WIDTH FT
65
45
WATER LEVEL DURING 25 YEAR STORM FT
60.51
63.93
WATER LEVEL DURING 100 YEAR STORM FT
60.93
64.49
;NET DETENTION BASIN DATA
BOTTOM OF BASIN AT ELEVATION
52
54
TOP OF LEVEE FT
62.28
66
PERMANENT POOL DEPTH FT
55
57
WATER LEVEL DURING 25 YEAR STORM FT
59.30
61.02
WATER LEVEL DURING 100 YEAR STORM FT
59.71
62.51
CONCRETE RISER PIPE
DIAMETER IN
72
72
INVERT ELEVATION TOP OF BASE FT
52
54
HEIGHT
7.30
8.3
12' X 12' X 2'
102
CONCRETE BASE DIMENSIONS LxWxH FT
111.52 11.5' X 2'
TRASH GUARD DIAMETER IN
102
oil
6-0-0,_ CONVE ENCIF %
+ • z'
CENT � •••• 111 ••• �� � ••• IN�•••
a ` SILT FENCE J / TRIB��'
o
dQ / �� - - 1 �p REVISED: OCTOBER 24, 2005 -ADDRESS DWQ COMMENTS
- O90
N
EROSION CONTROL PLAN
o L� o A nCO[�
QOG�G� a��Q � � �
z z
+ E 5,000 +
RCP CARRIER PIPE'
BASIN NO. 2
BASIN NO. 3
DIAMETER IN
48
48
LENGTH FT
95
85
SLOPE %
2.11
1.18
INLET INVERT ELEVATION FT
52
54
OUTLET INVERT ELEVATION FT
50
53
NO. & SIZE OF ANTI -SEEP COLLARS FT
2 - 8.7' X 8.7'
2 - 9,3' X 9•3'
CONCRETE ENCASEMENT FT
6' X 6' X 20'
7' X 7'
OQ CFU R _ _ :1 STORMWATER MANAGEMENT PLAN
SE RHO Q []®� ,`' 1 �' EAST CAROLINA REGIONAL MSVV LANDFILL
ATR 5 - PHASE 4
rS AT J S oFei�e / FOR
J ?� �� ExiSTiNG �, EAST CAROLINA ENVIRONMENTAL
+ CALEs O
+ + f REPUBLIC SERVICES OF NORTH CAROLINA, LLC
SCALE HSE j BERTIE COUNTY, NORTH CAROLINA
ACCESS ONTROL 0 HODGES HARBIN NEWBERRY & TRIBBLE, INC.
I� i ! °° CONSULTING ENGINEERS
478 743-7175 484 MULBERRY ST. - STE. 265
♦ k kkr' �478� 743-1703(FAX) MACON, GEORGIA 31201
Q �� r EPUp�� �.. �x�k- 1001-354-01 DWG, ECP4SWM-EC EDIT 10-24-05
0 0 ram, 0 PROJ. NO.
N x_k x_x • Q ♦ 1 SCALE 1" W 200'
SHEET 4 OF 7
DATE J U LY, 2005
a a
i

C4 P
ROLL OUT EXCELSIOR MATTING
PARALLEL TO SLOPE AND OVER
PROTECTIVE MULCH ON SLOPE.
4e
JOIN STRIPS BY ANCHORING WITH
UNTREATED WOODEN STAKES OR
ANCHOR LINING APPROVED WIRE STAPLES AND
IN A 6" TRENCH. OVERLAPPING 18"
NOTES:
1. INSTALL SEED PRIOR TO PLACEMENT OF MATTING
2. STAKE ALL MATS AS NEEDED TO PREVENT SHIFTING
3. INSTALL ALL MATS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
4. BONDED FIBER MATRIX MAY BE USED ON SLOPES IN PLACE OF EXCELSIOR MATTING.
D
EXCELSIOR (WOOD FIBER)
MATTING (SLOPES)
EROSION CONTROL
1 4 THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH
D
LAND DISTURBING ACTIVITIES.
Erosion control
maintenance during and after construction will be performed in accordance with the "North Carolina Erosion and Sediment Control
Planning and Design Manual". During construction activities, the erosion control measures will be inspected and maintained in accordance with the
above referenced manual. Minimum erosion control maintenance will be as follows (additional erosion control maintenance will be as directed by
engineer):
Slit Fence:
- inspect silt fence at the end of each working day, or after each rain, and repair or clean as necessary
- remove sediment from silt fence when 112 full
- dispose of sediment so that it will not enter the silt fence again and stabilize it with vegetation
- replace filter fabric when deteriorated (the approximate design life of a synthetic silt fence is 6 months)
- maintain silt fence until the area draining to the silt fence is vegetated or otherwise stabilized
- remove the silt fence and accumulated sediment and stabilize the exposed area when the project is stabilized
Inlet Protection:
- inspect, clear, and/or repair the inlet protection at the end of each working day
- do not remove the inlet protection and wash the sediment down the storm drain
- remove sediment from the inlet protection and stabilize it with vegetation
- remove all materials and any unstable soil once the contributing drainage area has been stabilized
- appropriately stabilize all bare areas around the inlet
Outlet Protection:
- inspect after heavy rains for erosion and dislodged stones and make repairs immediately
Construction Exit:
- Periodically dress with 1.5" - 3.5" stone
- maintain in a condition that will prevent tracking or flow of mud onto public rights of way
- inspect construction exits daily
- immediately remove mud and debris tracked or spilled onto roadways
Structural Controls
- drop inlets, pipes, and headwalls will be used to convey concentrated flows to ponds and ditches
- inspect after each rain event
- install inlet and outlet protection as shown on plans
Mulching:
- add additional mulch as needed to maintain required depth and coverage
- if organic mulch is used, apply 20-30 Ibs of nitrogen in addition to the fertilizer required for vegetation
Temporary Vegetation:
- re -seed all areas where a poor stand of temporary vegetation fails to emerge or where a poor stand exists
Permanent Vegetation:
- re -seed all areas where a poor stand of permanent vegetation fails to emerge or where a poor stand exists
- apply one ton of agricultural lime as indicated by soil test or every 4-6 years
- mow bermuda as desired but maintain 6" or more of top growth
Dust Control:
- prohibit traffic to the extent practicable an all sprayed surfaces
- supplement surface covering as needed to control dust emissions
Channel Stabilization:
- periodically and after rain events inspect channel stabilization areas and make repairs immediately as required
Erosion Control Matting:
- inspect periodically following installation and after all rainstorms
-
- repair any undermining or erosion and install additional fabric as needed
- maintain the mats until permanent vegetation is established
10' MIN.
WIDTH
I
HEADWALL
TEMPORARY POOL ELEV.
TOP OF LEVEE
�,\FOREBAY
MAX3 3
OUTLETINVERT
SEDIMENT
— =
—
PRO PROTECTION
1
3'-0" PERMANENT
/ /
3
POOL ELEV.
Q o
BOTTOM ELEV. —
1=
111=
� III=1 I I -I 11=
III=1 I I' III
PERIMETER SHELF
Ill—i I I
11 1
5, MIN,
SLOPED @ 6HAV
OVERFLOW
-CUT-OFF
FOR A MIN, OF 10'
STRUCTURE INLET
INVERT TRENCH CARRIER PIPE
CONCRET ANTI -SEEPAGE COLLARS
CONCRETE BASE
ENCASEMENT
NOTE: 1. ALL FILL MATERIAL SHALL
BE COMPACTED
TO 95% STD. PROCTOR
DENSITY
WET DETENTION BASIN
12
EXCAVATE
6" MIN. —
TOE FABRIC f=
IN 6" MIN.
DROP INLET
1:1 SLOPE
MAX. -�
O
SECTION A -A
15 STAIR STEPPING CUT SLOPES
Q
DEBRIS FROM SLOPE
ABOVE IS CAUGHT I —_I
BY STEPS II I o2
�' g
DRAINAGE �2
11=i 1=1 I I-1 hi —id I' r>
40"-50"
MAXIMUM
GROOVING SLOPES
�II —
��-III- =
I-
`''� jlkllill
_I
GROOVING IS CUTTING FURROWS
ALONG THE CONTOUR OF A SLOPE.
IRREGULARITIES IN THE SOIL
SURFACE CATCH RAINWATER AND
PROVIDE SOME COVERAGE OF
LIME, FERTILIZER, AND SEED.
61
SILT FENCE
25"
—III 7-
III -III
N
T
DROP INLET PROTECTION
WATER, SOIL, AND FERTILIZER
ARE HELD BY STEPS -PLANTS
CAN BECOME ESTABLISHED ON
THE STEPS.
6" CONCRETE /` TOP ELEV.
13 TOP / DRAINAGE OPENING ON 4 SIDES
THROAT ELEV.
- 18" MIN.
12' MIN.
'BRICK OR
PRECAST
SECTIO
(MIN. 8" �
A
THICK) 0�
2" MIN. INVERT ELEV.
8"
-d... - ......... ..
CROSS
BRACES
SECTION A -A
2"x2" POST
PLAN
FILL SLOPE TREATMENT
EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE
OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE
ROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE.
TRACKING
DOZER TREADS CREATE
GROOVES PERPENDICULAR
TO THE SLOPE.
S
SURFACE ROUGHENING
NO DETAIL
16
PLAN
EROSION CONTROL
FILTER FABRIC
NOTE: (1) OPERATOR MAY USE 72" DIA.
CONCRETE MANHOLE IN LIEU OF
THIS DETAIL.
(2) MANHOLE DIMENSIONS SHALL BE
AS REQUIRED TO HANDLE PIPE
SIZES SHOWN.
DROP INLET
2
L1 24" MAX
AT CENTER
SECTION A -A
CHECK DAM
(AS NEEDED)
At. '•• ;�witry
F.
REVISE: OCTOBER 21, 2005 - ADDRESSED DWQ COMMENTS
0�•,':
-Q -
i14�••'' ��'
TRIB��•
MISCELLANEOUS DETAILS
STORMWATER MANAGEMENT PLAN
EAST CAROLINA REGIONAL MSW LANDFILL - PHASE 4
FOR
EAST CAROLINA ENVIRONMENTAL
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
BERTIE COUNTY, NORTH CAROLINA
HODGES, HARBIN. NEWBERRY & TRIBBLE, INC.
CONSULTING ENGINEERS
�478
478)743-7175 484 MULBERRY ST. - STE. 265
) 743-1703(FAX) MACON, GEORGIA 31201
PROJ. NO. 1001-354-01 DWG. ECP4SWM-D2 EDIT 10-21-05
SCALE NOT TO SCALE
rDATE JULY, 2005 SHEET 7 OF %

TRIPP PROPERTY BORROW AREA EXPANSION
EAST CAROLINA REGIONAL MSW LANDFILL
FOR
EAST CAROLINA ENVIRONMENTAL
REPUBLIC SERVICES OF NORTH CAROLINA , LLC
BERTIE COUNTY, NORTH CAROLINA
OC OBER, 2010
�_100' BIIFFFR
PROPOSEDwA�o
QQ EXPANSION AREA ACTIVE BORROW AREA \ \
1_
e \
14� `✓
a�
OWNER AND OPERATOR 90Rtaw E 0.2
EAST CAROLINA ENVIRONMENTAL 1
a�
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
1922 REPUBLICAN ROAD r . pAsE d . ^
=' . PHASE 3 • PHASE 2 p
AULANDER NORTH CAROLINA 27805LLI
Z.: z: : �.':
252-348-3322 j W. Z _....?
. :: .W .w . w .'U' k
1 ..
eonFcw AREA N3.6
WINDSOR —
SITE \
PROJECT SITE LOCATION
NOT TO SCALE
BERTIE COUNTY, NORTH CAROLINA REVISION HISTORY
DATE SHEET NO. REQUESTED BY: LEGEND
EXISTING PROPERTY LINE
EXISTING 1 00'PROPERTY BOUNDARY BUFFER .�.
INDEX T
O DRAWINGS EXISTING JURISDICTIONAL WETLANDS
EXISTING 50' WETLAND BUFFER
SHEETNO. DESCRIPTION EXISTING 10' CONTOUR 50
TITLE SHEET EXISTING 2' CONTOUR
I EXISTING TOPOGRAPHIC SURVEY EXISTING AccEss ROAD - = =
2 GRADING PLAN CURRENTLY PERMITTED TRIPP .,, „N" ,Mom
PROPERTY BORROW AREA BOUNDARY
3 EROSION CONTROL & RECLAMATION PLAN EXISTING DRAINAGE AREA _ _ _ r — _ _ — — _ _ _
RBEN NEWBERRY & TRIBBLE, INC. TREELINE
.��
4 MISCELLANEOUS DETAILSHHODGES, HACONSULTING ENGINEERS..-...••...,,r
�'�'•• N.C. CORP. LICENSE NO. C-0813 tFss►° 'ti
Q S i PROPOSED 10' CONTOUR 50
6 484 MULBERRY STREET, SUITE 265 - MACON, GEORGIA 31201 PROPOSED 2'CONTOUR - - -
'•..,, NN,,.••'�� l r� P.O. BOX 974 - MACON, GEORGIA 31202 �''�..IN,�•�'��
4'Qk F.[phone] El C`PROPOSED SILT FENCE X
PROPOSED BORROW AREA EXPANSION BOUNDARY
a PROPOSED DEWATERING PUMP Q
w
m o
F-
Ci N

I !
;i C9
!
I
g
I
In
I
o
I
I
9
I
lo
1
o
I
uai
I 1
a
I _ N 16,U00
I N 14,5c0
I _.__ N 14,000
I __._ N t3,50U
I _r N ,a,000
.__ N 12,500
Q
PROPERTY OWNED BY
REPUBLIC SERVICES OF
NORTH CAROLINA
TYPES OF SOIL
TYPE
DF.';CRIPTION
CrB
Craven fine sandy loam, 1 to 4 percent slopes
ExA
Exum very fine sandy loam, 0 to 2 percent slopes
GoA
Goldsboro sandy loam, 0 to 3 percent slopes
Lf
Leaf loam
Ln
Lenoir fine sandy loam
Ly
Lynchburg sandy loam
Ra
Rains sandy loam
NOTES.
INFORMATION FOR THE SOIL MAP WAS OBTAINED FROM:
NATURAL RESOURCES CONSERVATION SERVICE
WEB SITE: http://Websoilsurvey.nres.usda.gov
BERTIE COUNTY, NORTH CAROLINA (NC015)
VERSION 5, DATED MARCH 27, 2009
PREVIOUS LIMITS OF
LAND DISTURBING
EVELYN B. TRIPP ACTIVITY
711 Ift
JURISDICTIONAL
WETLAND AREA NOT
100, BUFF "' TO BE DISTURBED
CURRENTLY PERMITTED \\
PROPERTY LINE
ACTIVE BORROW AREA
(TYP.)
01
EXISTING STORM
WATER CONVEYANCE
CHANNEL
LY GOA LY
GOA
Ra +. ExA
GoA
Ly _ Lf
Ly
SOILS MAP
N.T.S.
I
CrB
PROPERTY OWNED BY
REPUBLIC SERVICES OF
NORTH CAROLINA
TRIPP BORROW
AREA EXPANSION
PROPERTY LINE I
PROPOSED BORROW
AREA EXPANSION NO. 1B '
5Q' JURISDICTIONAL
WETLAND BUFFER
(TYP.)
LIMIT OF
JURISDICTIONAL \`
WETLAND (TYP.) \
JURISDICTIONAL \
WETLAND (TYP.)
SCALE 1" = 50'
PRE CONSTRUCTION DRAINAGE AREAS
DRAINAGE AREA A
59.1 ACRES
DRAINAGE AREA B
6.0 ACRES
DRAINAGE AREA C
32.3 ACRES
DRAINAGE AREA D
16.4 ACRES
o
o
C
I I
1
i
i I
I
PROPOSED BORROW
AREA EXPANSION NO. 1A
(t 22.5 AC.)
NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM LOCAL COORDINATE SYSTEM
HORIZONTAL CONTROL: HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2128 SURVEY CONTROL POINT #2128
1/2" REBAR LOCATED AT SOUTHWEST CORNER 1/20 REBAR LOCATED AT SOUTHWEST CORNER
OF DETENTION BASIN NO.3 ON TOP OF BERM OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 866,800.00, E 2,571,191.63 N 11220.50, E 6155.61
ELEV. = 63.88
HORIZONTAL CONTROL: HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2129 SURVEY CONTROL POINT #2129
1/2" REBAR LOCATED AT NORTHWEST CORNER 1/2" REBAR LOCATED AT NORTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 867,341.41, E 2,570,659.21 N 11802.03, E 5667.35
ELEV. = 63.78
BENCHMARK: BENCHMARK:
3/4" REBAR, ±150' SOUTHEAST OF SCALEHOUSE 3/4" REBAR, t150' SOUTHEAST
N 866,355.17, E 2,570,278.99 OF SCALEHOUSE
ELEV. = 56.64 ELEV. = 56.64
1 Tgi,M7,
'
or
hM���
wi
4k F. Y0
CA 01
k W
PROPOSED LIMITS OF LAND
DISTURBING ACTIVITY
PROPERTY LINE
(TYP.)
NIF WILEY B. GILLAM, iil
N t6,000 —
N 15,500
N 15,000
N 14,500
N 14,000
NOTES:
1. THESE PLANS EXPAND THE CURRENTLY PERMITTED TRIPP PROPERTY
BORROW AREA FOR THE EAST CAROLINA REGIONAL M8W. LANDFILL. HE
NT BORROW AREA IS PERMITTED UNDER PERMITNUII► 6&.',
01.
2. TOPOGRAPHIC INFORMATION SHOWN HERE IS COMPILED FROM AN AERIAL
SURVEY PERFORMED BY SPATIAL DATA CONSULTANTS, INC. DATED MARCH
4, 2009 AND AN AERIAL SURVEY BY BEI AERIAL MAPPING DATED 12/20/2000.
3. JURISDICTIONAL WETLANDS INFORMATION BASED ON DELINEATION BY
JOYCE ENGINEERING AND SURVEYED BY WRIGHT AND FIELDS LAND
SURVEYING FEBRUARY 2008 THROUGH MARCH 2O08. THIS DELINEATION
WAS APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS AUGUST 11, 2009.
4. PROPERTY LINE BASED ON A BOUNDARY SURVEY PREPARED BY
DONALDSON GARRETT AND ASSOCIATES, INC. DATED JULY 30, 1997.
5. PRIOR TO LAND DISTURBING ACTIVITIES ALL JURISDICTIONAL WETLAND
BUFFERS SHALL BE CLEARLY FLAGGED TO PREVENT MINING IN THESE
AREAS.
200 100 0 200 400
GRAPHIC SCALE IN FEET

Y1 0 G MI IL3 O fn O 1[I O N
,ri .B ao r r` cq m ai of a o _
W w w w W W w W W w w w
.mm N iti,000 III. ���,} �� � N 15,000
PREVIOUS LIMITS OF
LAND DISTURBING
1,s0o 1 r
r
'�� 1_ �,� _ ACTIVITY
J
WETLAND AREA JURISDICTIONAL
}: l t ` •
T P UNDO
,~'■•.� 3' 1 SLOPE
�OatBUFFER v �..,~ TO BE DISTURB
--
,
,
PROPERTY LINE
, a
N 15,000 ;`�. _ �--,1 `�.\\t� ;\\�, \ �- _ _... .�` �..=,1i, N 15,000
CURRENTLY PERMITTED
ACTIVE BORROW AREA \ \ s
PORTABLE PUMP TO BE ` - _ - - - -� _ - °° BvF,;� \ _ ( )-
`1 "\ '\ - �� .. `"'.-` - : _ (CURRENT W.S. ELEV = 42')
USED FOR DEWATERING - _..; �,:.
PRIOR TO MINING -
PROPOSED BORROW PROPOSED LIMITS OF LAND
. 1A
AREA EXPANSION NO.
DISTURBING ACTIVITIES
PROPERTY OWNED BY
REPUBLIC SERVICES OF
NORTH CAROLINA
_ N 14,Z,0D
__ N 14,OUO
_ N 13,50a
EXISTING STORM
WATER CONVEYANCE
CHANNEL
EXISTING ACCESS ROAD
PROPERTY LINE
(TYP.)
N 14,5N _
50' JURISDICTIONAL 50�
WETLAND BUFFER -- - - - ._... .......
(TYP.)
LIMIT OF \ . �. - ...V
JURISDICTIONAL `S
WETLAND (TYP.) `
'
200 100 0 200 400
GRAPHIC SCALE IN FEET
N 13,000
._,_ N 12.500
N i2,(=
NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2128
1/2" REBAR LOCATED AT SOUTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 866,800.00, E 2,571,191.63
ELEV. = 63.88
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2129
1/2" REBAR LOCATED AT NORTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 867,341.41, E 2,570,65921
ELEV. = 63.78
BENCHMARK:
3/4" REBAR, f150' SOUTHEAST OF SCALEHOUSE
N 866,355,17, E 2,570,278.99
ELEV. = 56.64
LOCAL COORDINATE SYSTEM
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2128
1/2" REBAR LOCATED AT SOUTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 11220.50, E 6155.61
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2129
112" REBAR LOCATED AT NORTHWEST CORNER
OF DETENTION BASIN NO.3 ON TOP OF BERM
N 11802.03, E 5667.35
BENCHMARK:
3/4" REBAR, t150' SOUTHEAST
OF SCALEHOUSE
ELEV. = 56.64
SEQUENCE OF ACTIVITY
A. TRIPP PROPERTY BORROW AREA EXPANSION
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR
TO STARTING CONSTRUCTION
3. FLAG THE CLEARING LIMITS FOR TRIPP PROPERTY BORROW AREA
EXPANSION.
4. INSTALL SILT FENCE WITHIN THE LIMITS OF DISTURBANCE AND
AROUND AREAS TO BE CLEARED.
5. CLEAR AREA FOR BORROW ACTIVITIES.
6. BEGIN BORROW ACTIVITIES.
7. IF DEWATERING BECOMES NECESSARY, A PORTABLE PUMP WILL BE
USED.
8. IF BORROW ACTIVITIES TEMPORARILY CEASE, TEMPORARY AND/OR
PERMANENT SEEDING SHALL BE APPLIED AS REQUIRED IN THIS PLAN.
9. APPLY MULCHING, TEMPORARY SEEDING, OR PERMANENT SEEDING
ON SIDESLOPES, AS SHOWN ON THE PLANS DURING FINAL
RECLAMATION.
B. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE
INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS
WILL BE MADE IMMEDIATELY.
r7 �
m
r
h
m
f6
tli Oi
',afj W
i
W
W
W
W
W
W W
NOTES:
1. THESE PLANS EXPAND THE CURRENTLY PERMITTED TRIPP PROPERTY
BORROW AREA FOR THE EAST CAROLINA REGIONAL MSW LANDFILL. THE
CURRENT BORROW AREA IS PERMITTED UNDER PERMIT NUMBER
SW7020701.
2. TOPOGRAPHIC INFORMATION SHOWN HERE IS COMPILED FROM AN AERIAL
SURVEY PERFORMED BY SPATIAL DATA CONSULTANTS, INC. DATED MARCH
4, 2009 AND AN AERIAL SURVEY BY BEI AERIAL MAPPING DATED 12/2012000.
3. JURISDICTIONAL WETLANDS INFORMATION BASED ON DELINEATION BY
JOYCE ENGINEERING AND SURVEYED BY WRIGHT AND FIELDS LAND
SURVEYING FEBRUARY 2008 THROUGH MARCH 2O08. THIS DELINEATION
WAS APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS AUGUST 11, 2009.
4. PROPERTY LINE BASED ON A BOUNDARY SURVEY PREPARED BY
DONALDSON GARRETT AND ASSOCIATES, INC. DATED JULY 30, 1997.
5. PRIOR TO LAND DISTURBING ACTIVITIES ALL JURISDICTIONAL WETLAND
BUFFERS SHALL BE CLEARLY FLAGGED TO PREVENT MINING IN THESE
AREAS.
6. ALL LAND DISTURBING ACTIVITIES AND EROSION CONTROL MEASURES
MUST BE WITHIN THE PRESCRIBED LIMITS OF DISTURBANCE AS SHOWN ON
THIS PLAN.
0
o_
W
S
••aalaMa
,,aaaa•,

c�
N 16'000
I — N 15,000
I — N 14.50o
i — N 14,1300
IN '13,000
I -.-- N 1�,300
I ___ N 12,300
j
�EW'LLIE W-
TRIPP 1
C1 VELYN�B.TRIpp
.
PROPERTY LINE
(TYP.)
2—S 3
p
13UFF
-"q
JURISDICTIONAL
WETLAND AREA NOT
TO BE DISTURBED
STONE CHECK DAM
:j 7 Zf
OUTLET PROTECTION 'I "A
(1 OX2016" RIP -RAP AT OUTLET .... .
A
OF PORTABLE PUMP)
.
PORTABLE PUMP TO BE 100S
USED FOR DEWATERING
3:1 SLOPE
�,vv
Ilk, (MAX.)
PRIOR TO MINING
PROPERTY OWNED BY
REPUBLIC SERVICES OF
NORTH CAROLINA
NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2128
1/2" REBAR LOCATED AT SOUTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 866,800,00, E 2,571,191.63
ELEV. = 63.88
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2129
1/2" REBAR LOCATED AT NORTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 867,341.41, E 2,570,659.21
ELEV. = 63.78
BENCHMARK:
3/4" REBAR, ±1 50'SOUTHEAST OF SCALEHOUSE
N 866,355.17, E 2,570,278.99
ELEV. = 56.64
EXISTING STORM
WATER CONVEYANCE
CHANNEL
INSTALL SILT FENCE
1'X
------ LOCATED ALONG
v
JURISDICTIONAL WETLAND
BUFFER (TYP.
:j
LIMIT OF BORROW AREA
V,
A
PROPERTY OWNED BY
j
REPUBLIC SERVICES OF
NORTH CAROLINA
JURISDICTIONAL )WETLAND AREA NOT
TO BE DISTURBED
... . . . . . . .
EXISTING ACCESS ROAD D ------
INSTALL SILT FENCE
LL
LOCATED ALONG
T co
JURISDICTIONAL WETLAND
...... PROPERTY LINE
B U Ff E R (TYP
T
PROPERTY OWNED BY P
REPUBLIC SERVICES OF
NORTH CAROLINA
50'JURISDICTIONAL
WETLAND BUFFER
(TYP.)
LIMIT OF
JURISDICTIONAL
WETLAND (TYP.)
LOCAL COORDINATE SYSTEM
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2128
1/2" REBAR LOCATED AT SOUTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 11220.50, E 6155,61
HORIZONTAL CONTROL:
SURVEY CONTROL POINT #2129
1/2" REBAR LOCATED AT NORTHWEST CORNER
OF DETENTION BASIN NO. 3 ON TOP OF BERM
N 11802.03, E 5667.35
BENCHMARK:
3/4"REBAR, ±150'SOUTHEAST
OF SCALEHOUSE
ELEV. = 56.64
45
(—DRAINAGE
AREA B
RAJNAGE
AREA F=
RAINAGE
AREA D
DRAINAGE ANEA C
if a (ENTIRE BORROV.
DRAINAGE
AREA A,
DRAINAGE AREA
BOUNDARY (TYP.) —of
JURISDICTIONAL
WETLAND (TYP.)
POST CONSTRUCTION DRAINAGE AREAS
SCALE I"= 50' a
POST CONSTRUCTION DRAINAGE AREAS
DRAINAGE AREA A
24.5 ACRES
DRAINAGE AREA B
6.0 ACRES
DRAINAGE AREA C
61.5 ACRES
DRAINAGE AREA D
13.7 ACRES
DRAINAGE AREA E
8.1 ACRES
ul Q
w
7
7
NOTES:
1. RECLAMATION OF THE BORROW AREA WILL CONSIST OF TEMPORARY AND PERMANENT GRASSING
ALONG THE SIDE SLOPES. THE REMAINDER OF THE BORROW AREA WILL REMAIN AS A NON -DISCHARGE
POND.
2. PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES
TO PREVENT SEDIMENT FROM IMPACTING SURROUNDING AREAS.
3. ALL INGRESS AND EGRESS TO THIS AREA WILL BE FROM THE ACTIVE LANDFILL AREA. ALL VEHICLES
MUST CROSS THE LANDFILL CONSTRUCTION EXIT BEFORE ENTERING PAVED ROADWAYS.
EROSION CONTROL
LEGEND
RECP
ROLLED EROSION CONTROL
PRODUCT
TS
TEMPORARY SEEDING
PS
PERMANENT SEEDING
-
x SILT FENCE
CHECK DAM
RIP -RAP OUTLET PROTECTION
N 16,0100
N 15,500
N 15.000
PJ 14,500
N 14,000 —
N 13,500 —
200 100 0 200 400
GRAPHIC SCALE IN FEET
4. THE PORTABLE PUMP SHALL HAVE OUTLET PROTECTION AND A STONE CHECK DAM INSTALLED
DOWNSTREAM OF THE PUMP OUTLET PRIOR TO DEWATERING ACTIVITIES. c'
AL
5. DURING BORROW OPERATIONS STORM WATER DIVERSION BERMS SHALL BE UTILIZED AS NECESSARY W
TO DIRECT STORM WATER RUN-ON AWAY FROM THE BORROW AREA. GRADING ACTIVITIES WILL BEF.
CONDUCTED TO DRAIN STORM WATER RUN-OFF INTO THE BORROW AREA.
6. FINAL DISTURBED AREA OF THE EXPANSION TO THE TRIPP PROPERTY BORROW AREA SHALL BE 61.6
ACRES. ER
7. THE SITE IS LOCATED IN THE ROANOKE RIVER BASIN AND DISCHARGES TO AN UNNAMED TRIBUTARY OF
THE CASHIE RIVER, CLASSIFICATION C:Sw.
8. PURSUANT TO G.S. 11 3A-57(A), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER TRIPP PROPS:
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EAST CAROL
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO EAST
RESTRAIN EROSION. REPUBLIC .1
9. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN BE
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR HODGES, Hp
DEVELOPMENT.
10. ALL SOIL STOCKPILE AREAS SHALL BE LOCATED WITHIN THE PROPOSED LIMITS OF CONSTRUCTION.
11. ALL LAND DISTURBING ACTIVITIES AND EROSION CONTROL MEASURES MUST BE WITHIN THE
PRESCRIBED LIMITS OF DISTURBANCE AS SHOWN ON THIS PLAN. 478743-7175
12. WHEN AREAS HAVE BEEN STABILIZED, SILT FENCING MAY BE REMOVED. �478) 743-1703(FAX)
PROJ. NO. 6
SCALE I
DATE 00
N 13,000 —
4.-P' III, L - �k woz -WON
- .
lop�-, -
x
% ftj N0.-e 41
4e
"INEV t!/

L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
m
CHECK DAM
(AS NEEDED)
CLASS B
RIP -RAP
SECTION A -A
24" MAX
AT CENTER
24
1.33 LBILINEAR
FT STEEL POSTS
(5' MIN LENGTH) 61-Ot'
FILTER FABRIC SECURED TO
STEEL POSTS WITH PLASTIC
OR WIRE TIES
ELEVATION \-- WIRE FENCE
NOTES:
1. FLOWS MAY NECESSITATE THE PLACEMENT OF HAY BALES IN
FRONT OF FILTER FABRIC.
2. SILT FENCE MUST BE INSTALLED IN ACCORDANCE WITH THE NORTH
CAROLINA "EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL." MOST RECENT REVISED VERSION
SILT FENCE
Vo
Z
i1�-�r
Z I ' w
-�fi
W� 1�
O �O ¢
a
~ +aZ
pcly�
W --
u.
�U
ca ca
08
�Z
o m
�
o
X 0----- ��
xO
m a
w
z
EXISTING GRADE
g
O
�=
°°
—
X
3L4
55
50
}}
�O
--
w
�O
m do
,—_
-
��--
JURISDICTIONAL
WETLAND AREA
(NOT TO BE DISTURBED}
APPROXIMATE POND
AT COMPLETION
SURFACE
OR BORROW
—
f
_
45
40
35
—
loe
7T
I
PROPOSED
GRADE
-
I wl'
_ 30
—
25
0
00
too
2
oo
3
00
4
00
5
00
6
00
7
too
8
BORROW AREA GENERAL CROSS SECTION
SCALE 1" = 50' HOR.
SCALE 1" = 5' VERT.
K I>
FILTER FABRIC
WITH HOGWIRE
REINFORCEMENT
FLOW
8" MIN. --s�J P 411
CROSS SECTION
D
4' MIN.
;;tea
NOTES:
1. La IS THE LENGTH OF THE RIP -RAP
APRON
2. 12" THICK FOR 6" RIP -RAP
18" THICK FOR 9" RIP -RAP
24" THICK FOR 12" RIP -RAP
3. IN A WELL-DEFINED CHANNEL,
EXTEND THE APRON UP IN THE
CHANNEL BANKS TO AN ELEVATION
OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP
OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC
SHOULD BE INSTALLED BETWEEN THE
RIP -RAP AND SOIL FOUNDATION.
=III=Ili
�- FILTER
BLANKET
PIPE OUTLET TO FLAT AREA —
NO WELL DEFINED CHANNEL
STORM WATER
DIVERSION BERM
NOTE:
1. STORM WATER DIVERSION BERMS SHALL BE USED TO DIVERT RUN-ON STORM WATER
AWAY FROM THE BORROW PIT AS IT IS BEING DEVELOPED AS WELL AS PREVENT STORM
WATER FROM DISCHARGING FROM THE BORROW PIT DURING BORROW ACTIVITIES.
2. ALL STORM WATER DIVERSION BERMS WILL BE CONSTRUCTED WITHIN THE PROPOSED
LIMITS OF LAND DISTURBING ACTIVITY.
STORM WATER DIVERSION BERM
(AS NEEDED)
D
2 REBARS, STEEL PICKETS
OR 2" X 2" STAKES 1 112'
TO 21 IN GROUND
4" VERTICAL
FLOW FACE
EMBEDDING DETAIL
ANGLE FIRST STAKE TOWARD BALE TIES
PREVIOUSLY LAID BALE
FLOW
ANCHORING
pETAIL
1-6Ao1-nnl-n unv nn1 c-o
DITCH CROSS SECTION
HAY BALE CHECK DAM
(AS NEEDED FOR A TEMPORARY MEASURE)
OUTLET PROTECTION
701
ROLL OUT EXCELSIOR MATTING
PARALLEL TO SLOPE AND OVER
PROTECTIVE MULCH ON SLOPE.
/'1lY\/I 1\./I\ L71VIIiEV
IN A 6" TRENCH.
a
La —
rd
neW
two . �7��� 1s 9�
SECTION
FILTER
BLANKET
PIPE OUTLET TO WELL
DEFINED
i 4�/ice`
�i
JOIN STRIPS BY ANCHORING WITH
UNTREATED WOODEN STAKES OR
APPROVED WIRE: STAPLES AND
OVERLAPPING 18"
NOTES:
1. INSTALL SEED PRIOR TO PLACEMENT OF MATTING.
2. STAKE ALL MATS AS NEEDED TO PREVENT SHIFTING.
3. INSTALL ALL MATS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
4. BONDED FIBER MATRIX MAY BE USED ON SLOPES IN PLACE OF EXCELSIOR MATTING.
RECP
EXCELSIOR (WOOD FIBER}
MATTING (SLOPES) �AS NECESSARY
MISCELLANEOUS DETAILS
TRIPP PROPERTY BORROW AREA EXPANSION
EAST CAROLINA REGIONAL MSW LANDFILL
FOR
EAST CAROLINA ENVIRONMENTAL
REPUBLIC SERVICES OF NORTH CAROLINA, LLC
BERTIE COUNTY, NORTH CAROLINA
HODGES, HARBIN, NEWBERRY & TRIBBLE, INC.
CONSULTING ENGINEERS
N.C. CORP. LICENSE NO. C-0813
�478 743-7175 484 MULBERRY ST. - STE. 265
478� 743-1703(FAX) MACON, GEORGIA 31201
PROD, NO, 6703-281-01 DWG. EC-4-TBEXP-DI-R I EDIT 10-21-10
SCALE AS SHOWN
DATE OCTOBER, 2010 SHEET 4 OF 4