20181735 Ver 1_More Info Received_20190109

Strickland, Bev
From: Gingerich, Todd <[e-mail]>
Sent: Wednesday, January 09, 2019 7:48 AM
To: Johnson, Alan
Subject: [External] RE: Charlotte/Meck Transfer Station DWR 18-1735
Attachments: C300.pdf
• External email. Do not click links or open attachments unless you verified. Send all suspicious email as an attachment to
��[e-mail]
Alan,
I have attached the most recent grading plan. We are working through some plan comments with the City of Charlotte
now, so there may be revisions to the driveway and building size but the overall plan, including the BMP's will remain
largely unchanged. Let me know if you plan for a site visit so I can let the owner know you will be on site, I can meet on
site if that would be helpful.
Todd Gingerich, P.E. / Senior Project Manager
Civil & Environmental Consultants, Inc.
1900 Center Park Drive • Suite A • Charlotte, NC 28217
Toll -Free: 855-859-9932 • Direct: 980-260-2108 • Fax: [phone]
Mobile: [phone] • http://www.cecinc.com
Senior Leadership - Integrated Services - Personal Business Relationships
From: Johnson, Alan <[e-mail]>
Sent: Tuesday, January 8, 2019 2:49 PM
To: Gingerich, Todd <[e-mail]>
Subject: Charlotte/Meck Transfer Station DWR 18-1735
Please submit a site plan for the entire site so that the proposed culvert/impact can be put into context.
A site visit may be required, once the site plan has been submitted
Thanks
Alan Johnson
DWR
DMsion of Water Resources
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

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8
CURB INLET
RIM 539.31 (TO
IN 630.59 (NW)
IN 630.6 / (SW)
IN 632.69 (SO
4 I Y OUT 530.39----
1 7 1 6 1 5 1 4 1 3 1 2 1
V�l
---
€
I I ---_1 ----i _
--��AN IN /7 - I �- �- 7T/7=-
7
4/7
_ _ III II II _ _ - - _ - __--- --- _---
1i II j IIII I III III �6 7-I - --- ---- ------------
3 'RC I I
IIIII I I 6 TREELINE 6 5-
I � _�--
II!hP I\\\'i
635 _���-
OPEN THROAT YARD INLET
I I I I IIII / \629. 6 - - C802 TOP = 629.84
'1
I► I I II I I I I I I
p m THROAT = 628.84
INV.(NE)= 622.37
� __ -- ---------- L ---------------------------------------------------------------------------- -
I 130' SW/M� BUFFER FROM
TOP IOF 84NK EACH SIDE
SII I I� v I x�� A� J
-
1
\ I III 150'\\\\\ PROPOSED BMP
ED \ \\\����� �` 40 PROPOSED CLEANWATER
UNDISTURB
�� V AVv�� ���� y MAINTENANCE EASEMENT C903 DITCH #4
BUFFER
X631.08\
18 41 FES -2-
_ 76 o --- "PROPOSED SAND FILTER 2 FLARED END SECTION
SEE SHEET C301 & C303% C803 C903 ( )
FOR DETAILS INV. E = 627.00
OS -2
� 37 OUTLET STRUCTURE
\ III I I I I \ `PROPOSED ORANGE
\ I I I I
"--TREE PROTECTIONCE C902 N FE - RIM = 629.40 "
_ - INV.(S)= 623.00_ 8 LF 15
IW \ I I I I \ � ' 51 LF 18" 0 -RING GASKET RCP ® 3.93% o RCP ®2 96%/
I I i i I \PROPOSED BMP S JB\�� �� ' 1 631.28
MAINTENANCE EASEMENT 1 6 �� \
O I II I o' JUNCTION BOX HW -2 ���\Z 17 J
Z 1I I I 631 C802 RIM = 630.99 \ ;�� HEADWALL BCW -1
��, C803 BOX CULVERT WALL
� INV.(W)= 622.11 \ INV.(N)= 621.00 INV.(E)= 619.44
6?B�INV.(NE)= 621.91 HW -1- ���� STREAM ELEV = 620.00 9
I � � �\��y- � � �� � 631.64
I I I I I OS -1 6 ��� - TOP OF WALL = 633.00
I I � ?s 17
.a OUTLET STRUCTURE C803 HEADWALLS .'
_ 1111 .
RIM = 629.10 \ INV.(SW)= 620.90 \
INV.(E)= 623.00 20'
g
\ \
GgS
N PROPOSED SAND FILTER 1 K LF 1g., 0_
R1NG g4 LF RING 632.40��
18�� O- \ \
ET RCP © 1.20%
i z - ,
. I I
I I SEE SHEET C301 & C303 GASK
E FOR DETAILS
I I I I 627
628 46 LF 632.07
629 631 (5 15" RCP p 0 54q 631.52 633.05 \
=
632-633' 633 631.99 631.24 °
641.601 636.24 N 632.28---P �� v
FES -1 \ 1631.33 BOX CULVERT 0 0.40%) 6`3`3 633.06
NFLARED END SECTION \ \
I \ C803 C903 = 627.00
6' I INV. EO
\ co 633.68u' 6'� G� 6,32 .389 Q
- 6
_642.30- s 636.98 635.00 633.06 631.85 HP
I I - _
In n n n n n n n n n n n n n O n n e n n
II
II
II
�I
I/
R40
-50 0 SECTION A -A 50
NOTES:
1. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SF OF
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL
REQUIRE STORM DRAINAGE DETENTION
2. DRAINAGE AREAS MUST BE STABILIZED BEFORE
FILTRATION CONTROLS AND FILTER MEDIA ARE INSTALLED
3. CONTRACTOR TO PROVIDE AS -BUILT OF STORMWATER
MANAGEMENT FACILITY AFTER COMPLETION - SURVEY BY
A INC LICENSED SURVEYOR
REFERENCE
1. EXISTING TOPOGRAPHY WAS PROVIDED AT 1 -FT CONTOUR
INTERVALS BY LAWRENCE AND ASSOCIATES. SURVEY WAS
PERFORMED ON MAY 8, 2018.
2. STREAM AND WETLAND DELINEATION WAS PROVIDED BY
CAROLINA WETLAND SERVICES, INC.; SURVEY WAS
PERFORMED ON MARCH 22, 2018.
LEGEND
HORIZONTAL
SCALE IN FEET
0 20 40
VERTICAL
SCALE IN FEET
0 4 8
PROPOSED ORANGE
- J(__y_ACCEPT 42 CFS FROM
ADJACENT DEVELOPMENT
-------------------
-
---r-------
N
R40
EXISTING CONTOUR
LIMIT OF DISTURBANCE
EXISTING
RAILROAD TRACK
- -
WOOD DECKSC I LEHOUSE
T
EXISTING
UNDERGROUND TELEPHONE
- -
ADJOINING PROPERTY LINE
O
EXISTING
TELEPHONE MANHOLE
- - -
ROAD RIGHT-OF-WAY
OH -f-
EXISTING
E = 63 .71
-----------------------
PROPERTY LINE BUFFER
PROPOSED
EXISTING
ELECTRIC POLE & GUY
SCALEUPPO
EXISTING STREAM AND BUFFER (SWIM)
TOP
LEV OF SCA 633.96 FF - 634. 1
=
EXISTING
LIGHT POLE
GU RDRAIL
10' FLA
SCALE
TOP
OF CALE
X 750.2
EXISTING TREE/SHRUB
O
EXISTING
EEV=
63.08
EXISTING CURB AND GUTTERW
MIR)
EXISTING
WATERLINE
-----------
EXISTING SIDEWALK -----
-_ _ --
1.00% PROPOSED
STORM DRAIN PIPE
x x
EXISTING FENCE
C-4
EXISTING
------ GRADE
10'
APPROACH
FLAT S
ALE
1.0 y; 1.00%
1.
0%
I ,
rn E
4" THICK
UNDER
630PHALT
Q
K 0
4" THICK PAD
630
PROPOSED
RAMP
`-
� - -
'
----'
��
ASPHALT
DRI
E
M v
F_
--I:INDER SCALES
M�
1
SCALE
O
CON
RETE
cn
0
FOUNDATION
N
PAVING
L 12- TURIN
4" THICK
PAD
'
s
WN (TYP.) EXISTING GRADE
t
630
UNDER
SCALE
3._
S
ALE FOUNDATIONS
1�
U
630
O
620
1
0
-
620
• ry
-50 0 SECTION A -A 50
NOTES:
1. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SF OF
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL
REQUIRE STORM DRAINAGE DETENTION
2. DRAINAGE AREAS MUST BE STABILIZED BEFORE
FILTRATION CONTROLS AND FILTER MEDIA ARE INSTALLED
3. CONTRACTOR TO PROVIDE AS -BUILT OF STORMWATER
MANAGEMENT FACILITY AFTER COMPLETION - SURVEY BY
A INC LICENSED SURVEYOR
REFERENCE
1. EXISTING TOPOGRAPHY WAS PROVIDED AT 1 -FT CONTOUR
INTERVALS BY LAWRENCE AND ASSOCIATES. SURVEY WAS
PERFORMED ON MAY 8, 2018.
2. STREAM AND WETLAND DELINEATION WAS PROVIDED BY
CAROLINA WETLAND SERVICES, INC.; SURVEY WAS
PERFORMED ON MARCH 22, 2018.
LEGEND
HORIZONTAL
SCALE IN FEET
0 20 40
VERTICAL
SCALE IN FEET
0 4 8
PROPOSED ORANGE
- J(__y_ACCEPT 42 CFS FROM
ADJACENT DEVELOPMENT
-------------------
-
---r-------
N
R40
-100
--750-
EXISTING CONTOUR
LIMIT OF DISTURBANCE
EXISTING
RAILROAD TRACK
- -
PROPERTY LINE
T
EXISTING
UNDERGROUND TELEPHONE
- -
ADJOINING PROPERTY LINE
O
EXISTING
TELEPHONE MANHOLE
- - -
ROAD RIGHT-OF-WAY
OH -f-
EXISTING
OVERHEAD ELECTRIC
-----------------------
PROPERTY LINE BUFFER
PROPOSED
EXISTING
ELECTRIC POLE & GUY
SCALEUPPO
EXISTING STREAM AND BUFFER (SWIM)
}
EXISTING
LIGHT POLE
PROPOSED
10' FLA
SCALE
EXISTING
SANITARY SEWER
X 750.2
EXISTING TREE/SHRUB
O
EXISTING
SANITARY SEWER MANHOLE
VCCJ
EXISTING CURB AND GUTTERW
MIR)
EXISTING
WATERLINE
-----------
EXISTING SIDEWALK -----
-_ _ --
APPROACH
STORM DRAIN PIPE
x x
EXISTING FENCE
C-4
EXISTING
STORM DRAIN STRUCTURES
10'
APPROACH
FLAT S
ALE
SCALE
W
rn E
4" THICK
UNDER
PAD
SCALESA
Q
K 0
111
PROPOSED
RAMIlf
PROPOSED
RAMP
� - -
'
START
OF RAMP
N
M v
F_
OF RAM
M�
1
O
�
cn
0
N
N
N
'
s
�
t
630
�
5,
3._
S
ALE FOUNDATIONS
1�
U
630
O
0
-
• ry
PROPOSE0 PROPOSE
ASPH
LT
EXISTING
GRADE
RWEMENT
SETCTI
N
12" THICK ABC
CRUSHER RUN STONE
PROPOSED ASPHALT
PAVEMENT SECTION
SEE F
PIER T
FOR M
UNDATI
UCK SCALED
RE INF
N, CON RETE
WINGS
RMATIO
620
620
-100
--750-
EXISTING CONTOUR
LIMIT OF DISTURBANCE
EXISTING
RAILROAD TRACK
- -
PROPERTY LINE
T
EXISTING
UNDERGROUND TELEPHONE
- -
ADJOINING PROPERTY LINE
O
EXISTING
TELEPHONE MANHOLE
- - -
ROAD RIGHT-OF-WAY
OH -f-
EXISTING
OVERHEAD ELECTRIC
-----------------------
PROPERTY LINE BUFFER
PROPOSED
EXISTING
ELECTRIC POLE & GUY
EXISTING STREAM AND BUFFER (SWIM)
}
EXISTING
LIGHT POLE
PROPOSED
EXISTING TREE LINE
SAN
EXISTING
SANITARY SEWER
X 750.2
EXISTING TREE/SHRUB
O
EXISTING
SANITARY SEWER MANHOLE
VCCJ
EXISTING CURB AND GUTTERW
EXISTING
WATERLINE
-----------
EXISTING SIDEWALK -----
-_ _ --
EXISTING
STORM DRAIN PIPE
x x
EXISTING FENCE
C-4
EXISTING
STORM DRAIN STRUCTURES
7
=
U
c;
-50
0 SECTION B -B 50 100
NOTES
5P/4LW{4 Y
1. SEE SHEET C001 FOR GENERAL NOTES
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS DRAWING
SET FOR OTHER PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S
INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS
FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT.
3. CONTRACTOR TO PROVIDE AS -BUILT OF STORMWATER MANAGEMENT
FACILITY AFTER COMPLETION - SURVEY BY A NC LICENSED
SURVEYOR.
4. ALL SPOT ELEVATIONS DEPICT THE BOTTOM OF CURB ELEVATION
UNLESS OTHERWISE NOTED
5. COORDINATE WITH ARCHITECT FOR DOWNSPOUT CONNECTIONS TO
BUILDING. CIVIL WORK SHALL BEGIN 5' OUTSIDE OF BUILDING
FOOTPRINT
6. ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP WITH TONGUE
AND GROOVE CHECK, BITUMASTIC SEALANT UNLESS OTHERWISE NOTED
� / IIIIIIIIIIIjj I 1
II I III I
_ � Iri�lll � I III I
II IIII I
III IIII I
_EANWATER - IIII I II
IIII IIII I
FI _ ~IIII IIII II
II_ II II I
CLEANOUT
j RIM = 629.37
I INV.(SE)= 627.371111
I __ tl 111111 I o
I 1111 I I
I 111111111. I II
40 PROPOSED DITCH #5Z
C903 I IIII
I i t jllll I I
lljllll �
50' II I I I I Z
UNDISTURBED IIuIII
BUFFER I 1 11 II II
I
~111111 1 II
�� IIII I I
10" HDPE ROOF DRA�IN,
COORDINATE DOWNSPOUT
LOCATIONS WITH
I ARCHITECTURAL DRAWINGS
3 HIGH ASPHALT I
SPEED BUMPLEACHIII I ~O
TE
CURB RB INLET 'III 111 Il
I
1'111 I I Q
CLEANOUT I 11 Il
RIM = 626.26
INV.(NW)= 622.20 I I II II
INV.(S)= 622.20
��IIII � I I
I!III,I
10" HDPE ROOF DRIAIN
FES -3 41 18
FLARED END SECTION
INV.(N)= 622.00 C903 C80
IIII Ii 1 1 �11 II
I 11111111 II I
111111 II I
/ I I� I II
V�� AVA / OUTLET STRUCTURE
RIM = 624.90 �� I I 1111 IIII I
INV.(W)= 618.00 \ I I I
0� � 1 1 1 Ilp I I
T0 6 �\ 16 73 LF 18" 0 -RING
JB -2 I I
INV 6/ 0 ��\ 1JUNCTION BOX
N ,BRIM = 626.39 C802
PROPOSED
LIMIT OF DISTURBANCE
111111
II�IIIIII
PROPOSED
ASPHALT PAVEMENT
• . : • ; .,
PROPOSED
CONCRETE
ISI
PROPOSED
GRAVEL PAD
7%
PROPOSED
DIVERSION DITCH
- - - - - - - - - - - - - -
PROPOSED
DIVERSION BERM
STORM �MA�LIEI l �I/ �II
-
PROPOSED
OUTLET PROTECTION
_
624 -
PROPOSED
CULVERT/STORM DRAIN PIPE
Z
PROPOSED
CULVERT/STORM DRAIN PIPE
ST
El m OD
PROPOSED
STORM DRAIN STRUCTURE
750
PROPOSED
CONTOUR
X 750.2
PROPOSED
SPOT ELEVATION
NOTES
5P/4LW{4 Y
1. SEE SHEET C001 FOR GENERAL NOTES
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS DRAWING
SET FOR OTHER PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S
INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS
FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT.
3. CONTRACTOR TO PROVIDE AS -BUILT OF STORMWATER MANAGEMENT
FACILITY AFTER COMPLETION - SURVEY BY A NC LICENSED
SURVEYOR.
4. ALL SPOT ELEVATIONS DEPICT THE BOTTOM OF CURB ELEVATION
UNLESS OTHERWISE NOTED
5. COORDINATE WITH ARCHITECT FOR DOWNSPOUT CONNECTIONS TO
BUILDING. CIVIL WORK SHALL BEGIN 5' OUTSIDE OF BUILDING
FOOTPRINT
6. ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP WITH TONGUE
AND GROOVE CHECK, BITUMASTIC SEALANT UNLESS OTHERWISE NOTED
� / IIIIIIIIIIIjj I 1
II I III I
_ � Iri�lll � I III I
II IIII I
III IIII I
_EANWATER - IIII I II
IIII IIII I
FI _ ~IIII IIII II
II_ II II I
CLEANOUT
j RIM = 629.37
I INV.(SE)= 627.371111
I __ tl 111111 I o
I 1111 I I
I 111111111. I II
40 PROPOSED DITCH #5Z
C903 I IIII
I i t jllll I I
lljllll �
50' II I I I I Z
UNDISTURBED IIuIII
BUFFER I 1 11 II II
I
~111111 1 II
�� IIII I I
10" HDPE ROOF DRA�IN,
COORDINATE DOWNSPOUT
LOCATIONS WITH
I ARCHITECTURAL DRAWINGS
3 HIGH ASPHALT I
SPEED BUMPLEACHIII I ~O
TE
CURB RB INLET 'III 111 Il
I
1'111 I I Q
CLEANOUT I 11 Il
RIM = 626.26
INV.(NW)= 622.20 I I II II
INV.(S)= 622.20
��IIII � I I
I!III,I
10" HDPE ROOF DRIAIN
FES -3 41 18
FLARED END SECTION
INV.(N)= 622.00 C903 C80
IIII Ii 1 1 �11 II
I 11111111 II I
111111 II I
/ I I� I II
V�� AVA / OUTLET STRUCTURE
RIM = 624.90 �� I I 1111 IIII I
INV.(W)= 618.00 \ I I I
0� � 1 1 1 Ilp I I
T0 6 �\ 16 73 LF 18" 0 -RING
JB -2 I I
INV 6/ 0 ��\ 1JUNCTION BOX
N ,BRIM = 626.39 C802
GASKET RCP CSP
/
2.45% � TEL �
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II�IIIIII
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-----------INV.(S)= 616.00-'- - -----
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YI - YARD INLET (NCDOT STD. 840.04) CALL 1-800-632-4949
Cl - CONCRETE CATCH INLET (NCDOT STD. 840.02) N.C. ONE -CALL CENTER
JB - JUNCTION BOX (NCDOT STD. 840.31) IT'8 THE LAWI
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FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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