NCG120113_Large Site Map_20210611

Stormwater Information:
r
U
O�
qp SR. j1144
17 SIMPSON DITCH RO.
,N1
* SITE
PASQUOTANK COUNTY
LANDFILL (C&D, TRANSFER 1136
STATION, AND "FUN JUNKTION")
Vicinity Map
LEGE=-N1--)
EXIST WOODSLINE
_ EXIST. GROUND CONTOUR
(UPDATED 11-2009)
EXIST- GROUND CONTOUR
(ON COMPLETED CELLS)
EXIST. DRAINAGE DITCH
(W/ FLOW DIRECTION)
0 SHADED ROADWAYS DENOTE
EXIST ASPHALT SURFACE
DENOTES EXIST. MONITORING WELL
w/ REF NUMBER (13 WELLS)
(SEE TABLE WITH COORDINATES
THIS SHEET)
DENOTES DECOMMISSIONED
MONITORING WELLS
MW #11 (SEE MONITORING WELL SUMMARY
THIS SHEET FOR ADDIT. INFO.)
11
GP SYMBOL DENOTES EXISTING GAS
PROBE W/ REFERENCE NUMBER.
{G} (14 SHOWN) (SEE TABLE WITH
Y COORDINATES THIS SHEET)
HATCHED AREA DENOTES 404 WETLANDS
DELINEATED BY 'ENVIRONMENTAL
PROFESSIONALS"
ONALS" - SEE DRAWING TITLED
"WETLANDS SURVEY' BY McDOWELL &
ASSOC, DATED 2-18-09 REV
HATCHED AREA DENOTES THE CURRENT
PERMITTED TOE OF THE C&D LANDFILL
EXISTING PIPE CULVERTS
INVERT
EFERENCE Nf
DIAMETER
IN
OUT
REMARKc,,
1
24CMP
8.15
7.85
2
24CMP
7.65
7.85
3
24CMP
7.65
7.2
4
24CMP
7.55
7.45
5
24CMP
5.05
6
42HDPE
5.05
_4.4
5.05
7
BASIN 1 OUTLET
8
18CMP
7.05
6.95
9
18CMP
7.15
- ? -
10
18" CMP
7.15
7.16
11
NOT ACCESSIBLE
FIELD VERIVICATION
12
24" CMP
6.47
6.29
13
24" CMP
6.84
6.65
14
18" CMP
6.14
6.09_-
15
24x33 ?
5.28
5.03
16
18CMP
4.28
4.34
17
15RCP
3.2
CO2.1
POND OUT 1.2
18
8" PVC
4.37
4,37
19
24"CPP
CB BASIN RIM 3.72
20
24CMP
4.98
5.02
21
24CMP
5,02
5.17
22
_
12 HDPE
9
8.6
23
24 CMP
4.08
4.33
24
24 CMP
0."
0.75
BASIN 2 OUTLET
25
18 CMP
4.15
5.15
26
15HDPE
10
9.8
27
18HDPE
6.6
6.5
28
NOTACCESSIBLEJ
FIELD VERIVICATION
29
NOT ACCESSIBLE
FIELD VERIVICATION
30
BASIN 3 OUTLET
CITY BEVERAGE CO., INC
DB 726 P 868
Prelimina�
Legend:
(for "Drainage" Information)
�--
UNETYPE DENOTES EXISTING DITCH.
ARROWS INDICATE DIRECTION OF FLOW IN EXISTING
DITCH - TOWARDS NEAREST OUTLET
HP
SYMBOL INDICATES APPROX LOCATION
�I
OF DRAINAGE 'HIGH POINT' IN EXIST. DITCH.
(NOTE IN DITCH SYSTEMS WITH MULTIPLE OUTLETS
FLOW CAN REVERSE DURING ABNORMAL RAINFALL
EVENTS)
SYMBOL INDICATES EXISTING PIPE WITH FLOW ARROW
FOR FLOW DIRECTION
r
(REF. NUMBER DESCRIPTION IN TABLE GIVES DIAMETER
AND INVERT AT DISCHARGE)
-
LINETYPE INDICATES APPROX. DRAINAGE BOUNDARY
FOR THE INDICATED OUTLET
Drainage
SYMBOL DENOTES LOCATON OF DRAINAGE BASIN OUTLET
Basin 01
"DISCHARGE POINT' FOR THE INDICATED DRAINAGE BASIN
Outlet
DRAINAGE BASIN DESCRIPTIONS:
BASIN 01 CONTAINS 2 CLOSED MSWLFS THAT DRAIN INTO
PERIMETER DITCH SYSTEMS, THAT FLOW INTO THE NORTHERN
PIT WHICH ACTS AS A BASIN. THE SEDIMENT
OOVERFLOWS
Basin
BAS NTHRU AN EXIST DI TCHT/ CULVERT SYSTEM
INTO THE SWAMP ON THE NW CORNER OF LANDFILL PROPERTY
i1
(APPROX. AREA = 54 ACt)
0
THERE IS AN EXISTING RIP -RAP FILTER DAM AT THE DISCHARGE
LOCATION.
(3 Basins
BASIN 02:CONTAINS THE WESTERN HALF OF THE C&D LANDFILL,
Defined)
PLUS THE FUTURE EXPANSION ACRES. RUNOFF FLOWS VIA
DITCHES & OVERLAND THRU 2e PIPE, INTO WETLANDS, WEST
OF THE C&D LANDFILL. (AREA = 28 ACt)
F%Ic_71NG SEDIMENT FENCING &RIP -RAP FILTEROAM PROTECT
THE DISCHARGE LOCATION.
BASIN 03: CONTAINS THE EASTERN HALF OF THE C&D LANDFILL
FLOWS VIA DITCHES & OVERLAND INTO DITCH / WETLANDS ON
SOUTH SIDE OF LANDFILL PROPERTY. (AREA - 11 AC+
AN EXISTING RIP -RAP FILTER DAM PROTECTS THE DISCHARGE
LOCATION.
(SEE PERMIT HISTORY FOR AREA IN ;* THE COURSES AND DISTANCES SHOWN HEREON WERE i° 3
ACRES, PERMIT RENEWAL DATES, ETC.)
ry TAKEN FROM THE FOLLOWING RECORDED PLATS, NOT v
N� ynp`.�32 FROM A CURRENT SURVEY OF THE PROPERTY.
LINETYPE & HATCHING DENOTES-?Ib5,07• 2 ,;m y, MAP BOOK 9, PAGE 42 2
LIMITS OF UPDATED WETLANDS pW. 7301 F ^°a`. - eg, - F MAP BOOK 11, PAGE 50
DELINEATED BY THE TIMMONS GROUP, W 2 - MAP BOOK 14, PAGE 38
DATED 3-26-2021 - 8 _ r- yvs�{tr9 DEED BK. 507, PG 102
'INp +� • 2 4 - x, S•
`°
THE SHADED PORTION OF THESE - - - - ( ?s.. POINT .¢`c},,RHe`�
WETLANDS WILL BE MITIGATED PRIOR TO WOODS SWAMP n1.. • 1 3 - f,v N 137124,E BB• 4 1Qi�
THE EARTHEN LINER CONSTRUCTION ON '° • " . • . - . J - -
PHASE 6B CELL 2. n +-104 TtE"NOS �? 40•
- .. dS, �Hi'S6 10
RALPH BOSHER -
DB 637 P 650 3-. •'-•••, `- -` Drainage
�4 Basin 02 r
Outlet a I
5
..' \
*F0 3 A Existing Phase 6A 3 _
r \l (2.79 Ac.)
• ,- FILLED TO ELEV 60t
J --• 4 WITH 4:1 SIDE SLOPES ,Z•". ,•,•,•
r ; 5 © Proposed Phase 66 �; : •;
a 2 6
(Cell 1 - 1.72 Ac.)
P 2- r EARTHEN LINER BEING
7 PREPARED FOR C&D FILL EST. DITCH ,' s
(INV 6.02)
N -
1? Future Phase 6B
•1,
e . (Cell 2 - 1.05 Ac.) a C
FUTURE C&D FILL, AFTER
S aY47.20' w j-. ` - WETLANDS MITIGATON
11900• -.1 COMPLETED
CITY BEVERAGE CO., INC
OB 726 P 868
N 20.05'28" E
160 V, N 0593'30' E 179.11' NOS N 3010'43" E N 4nW57" W 95.5s
`W '08.58" E 132.84' N 00'09'02' W
N 07.06'00" W 128.52' N 00_43'27" W 136.63' N 00.53'03' E 147.14' N 1 116.9D' 97.48' N 1111H " E
6 18g21' E 117
N 22'01'42' W N 00.39'22' W\ N 2238'03" E
89.322'' 144.48' ` 72.37'
-N 28.00'03' E V
"COMP 7-1T/0N
SW#
CONC. PAD 2
_ ,q
t
D
�� I506B. � A sPs s
+4.7 18 C
CONSTRUCTED
WETLANDS 6 I
EXIST. 2* 22 +6.6 PARKING +'6.8 sFM 6 AREA
`r1 20 C8
+10.9 EXIST. 16
PROP. SEDIMENT
72 �-� D r-
FENCE 5p��``�� 10
PROP- DITCH s. nRES STORM 1
'c0""ERGAL)
EIP 06# 1- 20
HORIZ CONTRO
11 10
E
THE PROPERTY BOUNDARY SHOWN HEREON FROM POINT 'AA' ' • • • \ O �O'
TO POINT "88" AROUND THE SOUTHERNMOST BOUNDARY - •' - • • . - . • . • "
(ALONG THE CENTERLINE OF THE SWAMP) WAS PLOTTED FROM N 59.57'48" 10
W _ 7
A PLAT RECORDED IN MAP BOOK 14, PAGE 38 AND ENTITLED 151.09' �` . • • ` • ". • . • . • . j 7 , F
IN PART'PASOUOTANK COUNTY, BY EDWARD T. HYMAN, Jr. - - Jo 10
40
N 66.00.30 W 4`+ ..rpf .` 4 g " '?., °g ° MW#,D o°� Drainage
74.6, -J exs7 12 ° ^° °° Basin 02
f. . . .+. . . . . Sea
BILLIE REID & SONS, INC
DB 365 P 36 N 29W'2: w fd V . BASIN
152.07'­
,,. . • . • . . • p 6 a)yyY 5
-�
�70
_ i Drainage
ro 1 W- f?
D3.2 raina e 6 Basin 03
!� Basin 03 30
' / 5 - i V Outlet 17
+
7.6 490
\�.
aJRRO , + J°
/ k ' 20
R� •
I
Sort-, Sovrh „
' , I for C w pi oGe OF / �o
0- Qer �A R�
S 5322'00' W •,. r \ OAV `�/$r' n 9.1
81.00'WOODS / SWAMP 1' AUDREY STAFFORD + �� Qr 3.7
No
DB 761 P 877 for r� Pit
t l%�,•
104.64' �' ,S \�
S 04'59 57' E _ Oq- W O/7Z,y +2
EX 18" PIPE
INv 5.82
SURF. WATER
SAMPLING PT
7 7
rye.
X�
72.67' 37497, \ .+6.0 OAV @eG,q PT7. ex I
GRAPHIC SCALE `/ ^ 9g
S 2AI
0 100 200 400 800 9 43' , y� WOOD PALLET STORAGE/GRINDING 1gT9
W
AREA 75- X 250'f (0.43 AC.t)
PANT AA" y, (50' FROM PROPERTY UNE)
S 2725'20" W 8.2 •*
( 0 BUFFER
IN FEET) 109'90 50' BUFFER SER- RD- 8, To TOP O BANK) PERCY SAWYER
1 inch = 200 ft. (TO TOP OF BANK) S 71 Sq100, W y DS 939 P 193
7647
Horizontal / Vertical Datum:
C&D Landfill Elevations / contours are based on NAVD 88 datum.
The established TBM is a PK nail in basketball court,
Elevation 12.64, NC SPC = N 917046.32 E 2806320.26
Lat / Long: 36014'20.737"N 76015'56.329"W
CARL VENTURA. SR. PROP DI TIC �30�
4 5 15' 23
}6.
Background Image when shown, by Sanborne
Engineering, dated January 2016
Drainage
Basin 01
6 / v
TBM: PK NAIL
ELEV 12.64
(NAVD 88)
ti
i
PIPE
12gZ7
T
CITY BEVERAGE CO., INC
DB 726 P 868
LOCATION OF EXISTING
RIP -RAP FILTER DAM
u
�10
E ID CEI -1Q�
22.7t 0P
20 X 2
-10 20 20
=..J im
10 ASPHALT WALKING TRAIL
F
20
2 30
40
+
+ 43.Ot
47.5t
40 Drainage
3D_ Basin 01
1 20
0. HP
+ IST. ASPHALT q 10 6
It 14 Q 12 ❑ 10 7
11 +
� 9
PIER 5
SW# ♦ o
S 1 � � R /
W 346.10•
J
S 18929'OZO' ES 7507,Po 7+ p
W - 1,_ 10
4
C
KAR-SAN DEV. LTD
DB 828 P 817
("QUEENSWOOD" SUBDIVISION)
1
Gerneral Notes:
1•) PASQUOTANK COUNTY C&D LANDFILL CURRENTLY OPERATES UNDER PERMIT #70-02.
LAST PERMIT APPROVAL: "CDLF - 1996, AMENDMENT #6, EXPIRATION - LIFE OF
SITE, PERMIT TO CONSTRUCT PHASES 6A, 6B, & 6C, APPROVED 12-28-2017.
(PLANS = SHEETS 1 THRU 9, DATED 6-14-17)
2.) ELEVATIONS / DATUM:
ALL ELEVATIONS / CONTOURS SHOWN ARE BASED ON NAVD 88 DATUM.
DATA COMPILED FROM MULTIPLE FIELD SURVEYS 2009 - 2018 AND
DATA FROM LIDAR DATED 2014.
N
Water Monitoring:
BYREACE W MEN'r AND1. NDITCHBAS IV LLE CNCONS ARE FIELD MONITORED
THE SEMI-ANNUAL GROUNDWATER REPORT IS DONE BY
SMITH+GARDNER, RALEIGH, NC
Legend for Monitoring Locations / Types
® Typical Monitoring Well Location
Reference Number
t �w/
. (see "Existing Monitoring
Well Summary")
---Typical Surface Water Monitoring
Location w/ Reference Number
SW# (2 Locations)
2
_y--Typical "Ditch Basin" Monitoring
Location w/ Reference Number
1
DB
7 Typical "SHWT Groundwater
Contours" (see Elevations below)
Top Number Denotes Highest Static Water
F-75-1
Level reading during Life of Monitoring Well
1-zo-1D (Lower number is date of that sample)
Existing "Ditch Basin" Monitoring Locations: (1)
Ref. No.
Sampling Location
Existing perimeter ditch that surrounds
DB #1
the closed Landfill Cell. (See Plan)
Existing Surface Water Monitoring Locations: (2)
Ref. No.
Sampling Location
North East comer of Exist Borrow Pit /
SW-1
Sediment Basin, from Pier.
SW-2
East Side of "Competition Lake", by
North comer of Exist Parking Lot
Drainage
Basin 01
Outlet
I RALPH GEORGE BOSHER
DB 637 P 650
EX DITCH INV 6.6t
r'IB'00- E
Z1 PIN IN DITCH
PASQUOTANK COUNTY
SOLID WASTE DEPT
RECYCLE CENTER
y 983 SIMPSON DITCH RD
A DESCRIPTIONS OF OPERATIONS 0 983
SIMPSON
DITCH RD RECYCLE CENIER
N J
A
STORAGE AREA FOR ROLL -OFF
�•65•
CONTAINERS (FENCED)
B B
ROLL -OFF CONTAINER FOR WHITE
GOODS & SCRAP METAL
-
E
C
APPROVED 385 GAL CONTAINER FOR
o w
USED OIL CONTAINER (RESIDENTIAL)
OMPACTORS
30 YD ROLL -OFF CONTAINER
/ RECYCLE -
FOR USED TIRES (RESIDENTIAL)
Hn E
MINI MRF: (MATERIAL REPACKAGING
FACILITY)
RALPH
GEORGE BOSHER
p DB
637 P 650
V PARCEL #3
3oF
(5.0 AC.)
LK, DEED BK. 507, PG 102
N13+35,3p
E
5-4SP1yA4 r
30'
39) gg,
W,
833.34•
14 c
CS
F
1'O
S1MpS. B 0
RD,
Scale: 1" = 200'
Contacts: 2.) ENGINEER:
WILLIAM P. McDOWELL III (LIC #6063)
1-) OWNER: PASQUOTANK COUNTY McDOWELL & ASSOCIATES, P. A.
CONTACT PERSON: 1BOX 391
899 WEEKSVILLE RD.
MR. BRAD GARDNER ELIZABETH CITY, NC 27909
SOLID WASTE DIRECTOR LIC NO C-0270
PASQUOTANK CO. PH: [phone]
[phone] FAX: [phone]
ESS;�..
SEAL
6063
�i'' ,O•fM1'C I NEB �v,��
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PLAN
REVISIONS
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DESIGNED: DAB
DRAWN: DAB
CHECKED: WPM
SCALE: 1" = 200'
PROJ. NO. E4058-P
FILE NO. B-100-41C
STORMWATEF
N CG 120000
Plan
SHEET NO.
1 OF 1
DATE:
5/19/2021