20211729 Ver 1_More Info Received_20211215

Strickland, Bev
From: Weaver, JC <[e-mail]>
Sent: Wednesday, December 15, 2021 5:25 PM
To: Roden Reynolds, Bryan K CIV USARMY CESAW (USA)
Cc: Johnson, Alan
Subject: [External] RE: SAW-2021-02545_Torrence Creek Project (Notice of Incomplete
Jurisdictional Determination Request)
Attachments: Supporting Info PCN Torrence Creek.pdf; Copy of
ORM_Upload_Sheet_AgResources_Rapanos_20190428 Torrence Creek.xlsm
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Mr. Roden -Reynolds,
Find attached the requested information for the project listed below. Please let me know if you require additional
information.
Best,
JC
From: Roden Reynolds, Bryan K CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, November 30, 2021 6:17 PM
To: Weaver, JC <[e-mail]>
Cc: Johnson, Alan <[e-mail]>
Subject: SAW-2021-02545_Torrence Creek Project (Notice of Incomplete Jurisdictional Determination Request)
Importance: High
Mr. Weaver,
On November 29. 2021, we received the Pre -Construction Notification you submitted on behalf of The City of Charlotte
on a property located in Mecklenburg County, North Carolina. I have completed my initial review of the report and I
have determined that it is incomplete. The following information is necessary before I will issue a determination:
a. The PCN lacked additional supporting information to complete understand the project as proposed. The
application only included 1 construction drawing and not all the additional sheets called out on that
construction. In addition, supplemental mapping/figures with aerial maps, delineation maps, etc. would be
beneficial to be able to fully understand and analyze the project. Therefore, please provide this additional
information.
b. Provide the following information for the applicant (i.e., The City of Charlotte)
- Point of contact (first and last name)
- Mailing address
- Telephone number
- Email address
c. The PCN lacked a signed Agent Authorization Form from the applicant (i.e., The City of Charlotte). Therefore,
please provide a signed Agent Authorization Form the point of contact listed above in "b".
d. The PCN states the purpose of the proposed project is to link to and extend the existing Torrence Creek
greenway. The original section of the Torrence Creek Greenway had 180 linear feet (0.03 acres) of stream
impacts and 0.064 acres of wetland impacts. These new permanent stream impacts of 38 linear feet (0.007
1

acres) will be considered cumulative with the previously permitted impacts. Therefore, compensatory
mitigation will be required for the 38 linear feet of stream impacts.
e. Please provide a signed Compensatory Mitigation Reservation Letter from NCDMS for the 38 linear feet of
permanent stream impacts.
f. Complete the Aquatic Resources Upload Spreadsheet for all aquatic resources located within the proposed
project area.
Please provide the information requested above in ONE consolidated response within 30-days of the date of this
correspondence. If you do not respond within 30-days, the request will be administratively canceled. Please contact me
via telephone or e-mail if you have any questions.
Thanks,
Bryan Roden -Reynolds, PWS
Regulatory Project Manager
U.S. Army Corps of Engineers
Wilmington District
Charlotte Regulatory Field Office
8430 University Executive Park Drive
Charlotte, NC 28262
Office: [phone]
2

Waters_Name I State I Cowardin_Code I HGM_Code I Meas_Type I Amount I Units I Waters_Type I Latitude I Longitude I Local_Waterway
W9 North Carolina PFO RIVERINE Area 0.15 ACRE RPWWD 35.41165600-80.86680100 Upper tributary of Torrence Creek
S1 North Carolina R2UBHx RIVERINE Linear 38 FOOT RPW 35.41157100-80.86648500 Upper tributary of Torrence Creek
S2 North Carolina R2UBHx RIVERINE Linear 38 FOOT RPW 35.41158200-80.86643200 Upper tributary of Torrence Creek

APPENDIX A
Construction Drawings

DocuSign Envelope ID: D04B708C-5E02-4133-9239-97870DD67BEB 1
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LEGEND
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EXISTING MINOR CONTOURS
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PROPOSED MAJOR CONTOURS
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EXISTING PCCO/SWIM BUFFER
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EXISTING SANITARY SEWER PIPE
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EXISTING SANITARY SEWER EASEMENT
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PROPOSED ASPHALT GREENWAY
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Dewberr
2612"
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Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA # C-478
NCBELS # F-0929
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U 08/11/21 JGL CLIENT COMMENTS
NO. DATE BY DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
JGL
TMM
TMM
JANUARY 13, 2021
OVERALL GRADING
AND ESC PH. 2 PLAN
PROJECT NO. 50116269
■
18 OF 48

DocuSign Envelope ID: D04B708C-5E02-4133-9239-97870DD67BEB 1 2 3 4 5
DRAWING INDEX
_:,. Dewberry'a
y1•,•
SHEET NUMBER
SHEET TITLE
ORIGINAL DATE
REVISED DATE
T0.01
COVER SHEET
01/13/2021
08/06/2021
G1.01
APPENDIX B
01/13/2021
08/06/2021
E
C1.01
GENERAL NOTES (SHEET 1 OF 2)
01/13/2021
08/06/2021
C1.02
GENERAL NOTES (SHEET 2 OF 2)
01/13/2021
08/06/2021
C1.03
NCGO1 NOTES (SHEET 1 OF 2)
01/13/2021
08/06/2021
C1.04
NCGO1 NOTES (SHEET 2 OF 2)
01/13/2021
08/06/2021
C2.00
OVERALL DEMO AND ESC PH. 1 PLAN
01/13/2021
08/06/2021
C2.01
DEMO AND ESC PH. 1 PLAN (SHEET 1 OF 5)
01/13/2021
08/06/2021
C2.02
DEMO AND ESC PH. 1 PLAN (SHEET 2 OF 5)
01/13/2021
08/06/2021
C2.03
DEMO AND ESC PH. 1 PLAN (SHEET 3 OF 5)
01/13/2021
08/06/2021
C2.04
DEMO AND ESC PH. 1 PLAN (SHEET 4 OF 5)
01/13/2021
08/06/2021
C2.05
DEMO AND ESC PH. 1 PLAN (SHEET 5 OF 5)
01/13/2021
08/06/2021
C3.00
OVERALL SITE PLAN
01/13/2021
08/06/2021
C3.01
SITE PLAN (SHEET 1 OF 5)
01/13/2021
08/06/2021
C3.02
SITE PLAN (SHEET 2 OF 5)
01/13/2021
08/06/2021
C3.03
SITE PLAN (SHEET 3 OF 5)
01/13/2021
08/06/2021
C3.04
SITE PLAN (SHEET 4 OF 5)
01/13/2021
08/06/2021
C3.05
SITE PLAN (SHEET 5 OF 5)
01/13/2021
08/06/2021
C4.00
OVERALL GRADING AND ESC PH. 2 PLAN
01/13/2021
08/06/2021
C4.01
GRADING AND ESC PH. 2 PLAN (SHEET 1 OF 11)
01/13/2021
08/06/2021
C4.02
GRADING AND ESC PH. 2 PLAN (SHEET 2 OF 11)
01/13/2021
08/06/2021
D
C4.03
GRADING AND ESC PH. 2 PLAN (SHEET 3 OF 11)
01/13/2021
08/06/2021
C4.04
GRADING AND ESC PH. 2 PLAN (SHEET 4 OF 11)
01/13/2021
08/06/2021
C4.05
GRADING AND ESC PH. 2 PLAN (SHEET 5 OF 11)
01/13/2021
08/06/2021
C4.06
GRADING AND ESC PH. 2 PLAN (SHEET 6 OF 11)
01/13/2021
08/06/2021
C4.07
GRADING AND ESC PH. 2 PLAN (SHEET 7 OF 11)
01/13/2021
08/06/2021
C4.08
GRADING AND ESC PH. 2 PLAN (SHEET 8 OF 11)
01/13/2021
08/06/2021
C4.09
GRADING AND ESC PH. 2 PLAN (SHEET 9 OF 11)
01/13/2021
08/06/2021
C4.10
GRADING AND ESC PH. 2 PLAN (SHEET 10 OF 11)
01/13/2021
08/06/2021
C4.11
GRADING AND ESC PH. 2 PLAN (SHEET 11 OF 11)
01/13/2021
08/06/2021
C5.00
EROSION AND SEDIMENT CONTROL DETAILS (SHEET 1 OF 2)
01/13/2021
08/06/2021
C5.01
EROSION AND SEDIMENT CONTROL DETAILS (SHEET 2 OF 2)
01/13/2021
08/06/2021
C5.02
SITE DETAILS (SHEET 1 OF 2)
01/13/2021
08/06/2021
C5.03
SITE DETAILS (SHEET 2 OF 2)
01/13/2021
08/06/2021
E0.01
ELECTRICAL LEGEND AND NOTES
01/13/2021
08/06/2021
E0.11
ELECTRICAL SITE PLAN
01/13/2021
08/06/2021
S1.00
STRUCTURAL GENERAL NOTES AND ABBREVIATIONS
01/13/2021
08/06/2021
S1.01
STATEMENT OF SPECIAL INSPECTIONS
01/13/2021
08/06/2021
S1.02
STATEMENT OF SPECIAL INSPECTIONS
01/13/2021
08/06/2021
C
S1.03
STRUCTURAL CAST -IN -PLACE CONCRETE SPECIFICATIONS
01/13/2021
08/06/2021
S1.04
TIMBER PILE SPECIFICATIONS
01/13/2021
08/06/2021
S1.10
PRE-ENGINEERED BRIDGE #1 STRUCTURAL PLANS AND SECTIONS
01/13/2021
08/06/2021
S1.11
PRE-ENGINEERED BRIDGE #2 STRUCTURAL PLANS AND SECTIONS
01/13/2021
08/06/2021
S1.20
BOARDWALK STRUCTURAL PLAN, ELEVATION AND DETAILS
01/13/2021
08/06/2021
S1.21
BOARDWALK STRUCTURAL PLAN, ELEVATION AND DETAILS
01/13/2021
08/06/2021
S1.22
BOARDWALK STRUCTURAL PLAN, ELEVATION AND DETAILS
01/13/2021
08/06/2021
S1.23
BOARDWALK STRUCTURAL PLAN, ELEVATION AND DETAILS
01/13/2021
08/06/2021
S1.24
BOARDWALK PIER STRUCTURAL PLANS AND DETAILS
01/13/2021
08/06/2021
S1.25
BOARDWALK STRUCTURAL PLAN, ELEVATION AND DETAILS
01/13/2021
08/06/2021
PROJECT, ZONING, FLOODPLAIN & WATERSHED INFORMATION
PROJECT ADDRESS: 10348 HICKORYWOOD HILL AVENUE
BRIDGE 1 ADDRESS: 9560 BLOSSOM HILL DRIVE
6 BRIDGE 2 ADDRESS: 14711 CORDIAL LANE
ZONED: NEIGHBORHOOD RESIDENTIAL (NR)/HIGHWAY COMMERCIAL (HC)
EXISTING USE: VACANT/CATS PARK & RIDE
PROPOSED USE: GREENWAYS
SETBACK: N/A
PARKING: N/A
WATER QUALITY BUFFERS
PARCEL INSIDE WATER QUALITY BUFFER: YES
POST CONSTRUCTION DISTRICTS
JURISDICTION:
DISTRICT:
FEMA AND COMMUNITY FLOODPLAIN
FEMA PANEL
#:
FEMA PANEL
DATE:
FEMA FLOOD
ZONE:
COMMUNITY
FLOOD ZONE:
WATERSHED PROTECTION DISTRICTS
A WATERSHED NAME:
BUILT UPON AREA:
SITE ACREAGE:
DISTURBED ACREAGE:
TOTAL BUA:
HUNTERSVILLE
HUNTERSVILLE
10464000K, 3710464100K
9/2/2015, 09/02/2015
ZONE AE
NO
McDOWELL
48.6 AC
6.0 AC
0.6 AC = 1.2%
TORRENCE CREEK TRIBUTARY II GREENWAY
100% CONSTRUCTION DRAWINGS
10348 HICKORYWOOD HILL AVENUE
HUNTERSVILLE, NORTH CAROLINA
EPM REFERENCE NUMBER #TBD
VICINITY MAP
LOCATION MAP SCALE: NTS
CONTACTS
CLIENT:
MS. JENNIFER BROOKS, PLA
MECKLENBURG COUNTY
3205 FREEDOM DR., SUITE 6000
CHARLOTTE, NC 28208
0. [phone]
M. [phone]
[e-mail]
ENGINEER/LANDSCAPE ARCHITECT:
DEWBERRY ENGINEERS INC.
ANTHONY D. MILLER, PE
TRISTAN M. MCMANNIS, PLA
9300 HARRIS CORNERS PARKWAY, SUITE 220
CHARLOTTE, NC 28269
PH. [phone]
FAX [phone]
[e-mail]
[e-mail]
SUBMITTAL
SET NUMBER
❑ PRELIMINARY ❑ CONSTRUCTION
■ APPROVAL ❑ REVISION
❑ BIDDING ❑ RECORD
017-148-33
HOME OWNERS ASSOC STONE HOLLOW II
DB 16867 PG 660
ZONING: NEIGHBORHOOD RESIDENTIAL (NR)
017-145-28
STONE HOLLOW HOMEOWNERS ASSOC
DB 10249 PG 699
ZONING: NEIGHBORHOOD RESIDENTIAL (NR)
017-145-77
MECKLENBURG COUNTY
DB 22128 PG 400
ZONING: NEIGHBORHOOD RESIDENTIAL (NR)
PROJECT LOCATION
017-142-13
ARTHUR DANIEL MCAULAY
DB 03765 PG 535
ZONING: NEIGHBORHOOD
RESIDENTIAL (NR) \
017-142-05
CRLDC LLC
DB 32702 PG 199
ZONING: NEIGHBORHOOD
RESIDENTIAL (NR)
017-142-14
ARTHUR DANIEL MCAULAY
DB 03825 PG 541
ZONING: NEIGHBORHOOD
RESIDENTIAL (NR)
-Wbl rlll_14�lz
017-152-20
TOWN OF HUNTERSVILLE
DB 11444 PG 496
ZONING: NEIGHBORHOOD
RESIDENTIAL (NR)
i
i
M 1 I
EXISTING TORRENCE/LOWER
MCDOWELL CREEK
GREENWAY
017-145-98
MECKLENBURG COUNTY
DB 22305 PG 150
ZONING: NEIGHBORHOOD
RESIDENTIAL (NR)
SEAL
CARo�
� DQn�ign��f�y41
• 9 �
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'�i � •• F�/G I N EEC ' �Q `��
8/11/20�1� i�► P; ``����`�.
i ELECTRICAL
017-153-08
ENCAR REALTY LLC
DB 20217 PG 430
ZONING: HIGHWAY COMMERCIAL (HC)
017-153-11
DEVAZ LLC
DB 18511 PG 135
ZONING: HIGHWAY COMMERCIAL (HC)
017-144-02
DINESH AMBALA PATEL
DB 09401 PG 505
ZONING: HIGHWAY COMMERCIAL (HC)
017-153-07
CITY OF CHATLOTTE
DB 13094 PG 549
ZONING: HIGHWAY COMMERCIAL (HC)
MECKLENBURG COUNTY
DB 22305 PG 259
ZONING: NEIGHBORHOOD /
RESIDENTIAL (NR)
017-155-99
TOWN OF HUNTERSVILLE
DB 12768 PG 584
ZONING: NEIGHBORHOOD
RESIDENTIAL (NR)
co
o�
j
017-155--98
ROSEDALE COMMONS PROPERTY OWNERS ASOC INC
DB 13379 PG 426
ZONING: NEIGHBORHOOD RESIDENTIAL (NR)
017-155--41 \�
ASSOC MCALPINE ROSEDALE HOMEOWNERS
DB 19901 PG 800 1
ZONING: NEIGHBORHOOD RESIDENTIAL (NR) \
017-152-21
ROSEDALE COMMONS PROPERTY OWNERS ASSOC INC /
DB 13379 PG 426
ZONING: NEIGHBORHOOD RESIDENTIAL (NR)
017-152-37
ROSEDALE COMMONS PROPERTY OWNERS ASSOC INC
DB 13379 PG 426
ZONING: NEIGHBORHOOD RESIDENTIAL (NR)
017-152-38
WMCI CHARLOTTE I LLC
DB 15986 PG 598
ZONING: NEIGHBORHOOD RESIDENTIAL (NR)
SCALE: 1" = 300'
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA # C-478
NCBELS # F-0929
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Park and Recreation
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8/11/2021 '' STRUCTURAL
U 08/11/21 1 JGL I CLIENT COMMENTS
NO. DATE BY DESCRIPTION
REVISIONS
DRAWN BY JGL
APPROVED BY
CHECKED BY
TMM
TMM
DATE JANUARY 13, 2021
TITLE
COVER SHEET
PROJECT NO. 50116269
T0m01
UNDISTURBED OPEN SPACE REQUIRED: N/A
UNDISTURBED OPEN SPACE PROVIDED: N/A

DocuSign Envelope ID: D04B708C-5E02-4133-9239-97870DD67BEB
E
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C
1
CONTRACTOR SHALL PROTECT
EXISTING CONCRETE
SIDEWALK TO REMAIN (TYP.)
CONTRACTOR SHALL REMOVE PORTION OF EXISTING
CURB AND GUTTER ONLY AS NEEDED TO CONSTRUCT
TEMPORARY CONSTRUCTION ENTRANCE
CONTRACTOR SHALL PROTECT —
EXISTING ASPHALT TO REMAIN
THROUGHOUT CONSTRUCTION (TYP.)
CONTRACTOR SHALL INSTALL TEMPORARY
BARRICADES AND/OR SIGNAGE IN EXISTING
ON -STREET PARKING SPACES PROHIBITING
PARKING DURING CONSTRUCTION (TYP.)
CONTRACTOR SHALL REMOVE PORTION OF EXISTING
SIDEWALK ONLY AS NEEDED TO CONSTRUCT
TEMPORARY CONSTRUCTION ENTRANCE
EXISTING TORRENCE
CREEK GREENWAY (TYP.)
2 3 4 5
DEMOLITION AND EROSION AND SEDIMENT CONTROL PHASE 1 PLAN
SEGMENT 1 - STA10+00 TO 14+00
ICI �III''I'I'1 I I'I '�I►Il1 �� �/� I \ /�/
I
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II IIIII� �� l\\I \ �
-IIII 11 1 11� I �C��'\ v /
\ \ 1 /
I I II I I 017-152-20 / I IIII I �' \ EXISTING TRAIL
TOWN OF HUNTERSIVLLE
/ a I I III I I DB 11444 PG 496
J I MB35PG611
III II I II ZONING: NEIGHBORHOOD
III 11 I ` RESIDENTIAL TOPO SHOWN PER MECKLENBURG
PROPOSED DOUBLE -ROW
HIGH HAZARD SILT FENCE COUNTY LIDAR (2017) (TYP.)_ / /•/�
/ PROPOSED BOARDWALK LIMITED CLEARING LIMITS - CONTRACTOR SHALL CUT
Aoh ABUTMENT EXCAVATION (TYP.) TREES AND BRUSH ONLY AS NEEDED TO CONSTRUCT
PROPOSED PERMANENT //j�j� //�� BOARDWALK AND SHALL NOT IMPACT WETLANDS. ALL C,V
GREENWAY EASEMENT (TYP.) �05���0� �� STUMPS AND ROOT MASSES ARE TO REMAIN (TYP.)
\ \\ DENUDED LIMITS (TYP.) _fig / j �� /"0, BOUNDARY BETWEEN FIELD
SURVEY AND MECKLENBURG—
_ � / / � / COUNTY LIDAR (TYP.)
�1/
- ll
CONTRACTOR SHALL MAINTAIN J
�v CONCRETE WASH OUT
(TYP.) - SEE DETAILS �� /j Ge�2 , \ \ ,'- CeD2 (7�
01Q, .00000 IL X
v `� MP'1o' PROPOSED BOARDWALK �G� %6 I FEMA FLOOD IN IN l�
ABUTMENT EXCAVATION (TYP.) \ •
X C 695 \ C9
P P L 7- XISTI G ETLAND TC� G,
TCE / E GE
v PGE - P- � PGE
O ° GE P �- GE PG �- PGE PGE
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PROPOSED TEMPORARY CONSTRUCTION
ENTRANCE (TYP.) - SEE DETAILS
PROPOSED DOUBLE -ROW
HIGH HAZARD SILT FENCE
AT BOARDWALK ABUTMENT
EXCAVATION
NOTE: CONTRACTOR SHALL VERIFY ALL
EASEMENTS HAVE BEEN OBTAINED PRIOR
TO CONSTRUCTION. CONTRACTOR SHALL
NOTIFY OWNER & DESIGNER OF RECORD
IMMEDIATELY OF ANY EASEMENTS WHICH
HAVE NOT BEEN OBTAINED.
NOTE
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
MAYBE REQUIRED BASED ON FIELD CONDITIONS
a XISTINGr ►tly�jll�■- APPROXIMATE LOCATION OF TIMBER MATTING. CONTRACTOR
I I GUARDRAIL (T )
SHALL FIELD VERIFY LIMITS PRIOR TO CONSTRUCTION.
a \ 5„ 110♦ CONTRACTOR SHALL REMOVE TIMBER MATS AS NECESSARY
EXISTING BOX 1 �_ PRIOR TO CONSTRUCTION OF BOARDWALK.
��\ELEVP698.79 CULVERT(TYP.) ti.__,�.
I, _ N
VV=686.25 1 I CONTRACTOR SHALL FIELD LOCATEt ��� - EXISTING TREE SS o ALL UNDERGROUND UTILITIES PRIOR �0 LINE (TYP.) f1f111FH���w)������ ���
I v W TO DEMOLITION TYP. - � Eye
=686; 35 Z � 1 -� � ( ) � ■ ■ � —� 30' ST -
siA _ -
ui Q I _ EXISTING STREAMS ENE
w ` W O ° TOP OF BANK (TYP.)
l� Z - —
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co
W DEMOLITION AND EROSION AND SEDIMENT CONTROL PHASE 1 PLAN
PGE PGE -`
TCT
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also
SEGMENT 1 - STA 14+00 TO 19+25 �.•-�-
� 017-152-20 - --� - � -� � � '� �""H --� —
TOWN OF HUNTERSIVLLE osl695-695 \� 017- C LL IN= 9. .
95
DB 11444 PG 496 , , C 2702 G 1 TOUT=690.85
MB 35 PG 611 '#-***
,*� '. DB 32702 PG 199
ZONING: NEIGHBORHOOD �•, � ZONING: NEIGHBORHOOD S
RESIDENTIAL -�� \ ■� ♦ /
r■ RESIDENTIAL •
CONTRACTOR SHALL FIELD LOCATE
ALL UNDERGROUND UTILITIES PRIOR TRV415
ELEV=6OK21 3Q STR ,■���■
TO DEMOLITION (TYP.) 30 ■■■■ 'o
■ 1� N
_
b / ■ r AY 0 ��
FEMA FLUW.. ��� \
• ,, XISTING WETLAND ■■ , / % Z _ 0
C611�� LIMITED CLEARING LIMITS -CONTRACTOR SHALL CUT
pG�\ ♦, 98..71 �♦ TREES AND BRUSH ONLY AS NEEDED TO CONSTRUCT
V IN=690.40
INV OUT=690.34 (� BOARDWALK AND SHALL NOT IMPACT WETLANDS. ALL r y
,FAO / , I / �- STUMPS AND ROOT MASSES ARE TO REMAIN (TYP.) -
c Ac 00000
PROPOSED DOUBLE -ROW HIGHHAZARD SILT FENCE \ F ♦ ■■►■■■■�
��■■�■■' / � � F/ / PEDESTRIAN BRIDGE 1 ♦ ♦ �■�■■■■ , `
■■■■■ 24" POPLAR , 24';e<n
�■■ F A /
O -is / GF T ABUTMENT EXCAVATION 001 _
_4*,* 24" ELM i
C) APPROXIMATE LOCATION OF TIMBER MATTING. ` F
2F F PROPOSED PEDESTRIAN BRIDGE ��� X
-f - CONTRACTOR SHALL FIELD VERIFY LIMITS IN THE FIELD 6° ABUTMENT EXCAVATION. ���, N
45 PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
,�■ REMOVE TIMBER MATS AS NECESSARY PRIOR TO (CONTRACTOR SHALL DE -WATER ■■■■■�� (f
AS NEEDED. SEE DETAILS. (TYP.) ■■■■
CONSTRUCTION OF BOARDWALK. (TYP.) / T ,�� _ ll■■
/ / F PROPOSED DOUBLE -ROW HIGH ■■
/ / / y )Q ♦ HAZARD SILT FENCE (TYP.) �■■l
CONTRACTOR SHALL MINIMIZE EXCAVATION AND WORK WITHIN / TcF , / / \\� ■ ■
THE CHARLOTTE WATER EASEMENT TO THE MAXIMUM EXTENT ♦ ■��■
z PRACTICABLE WHEN WORKING IN CHARLOTTE WATER'S // T J-- #� EASEMENT. CONTRACTOR SHALL NOTIFY CHARLOTTE WATER,�*&,34,10AKS
\ j//��
48 HOURS IN ADVANCE OF WORK NEAR EASEMENT. " // ,,,�milli \ /'10_
EXISTING ROCK
, . / �♦ ,��� / j OUTCROP (TYP`)
30" HICKORY A \ O
—
TING STREAM CENTER ♦ _�� " ' vF .�� / C N
S� EXISTING STREAM
i TOP OF BANK (TYP.) 6g5/
ZO (�P
STREA■■■���� 1O0
\ / ■
/ / / ■■■■■� PROPOSED TEMPORARY STREAM
/ //■��■ CROSSING WITH (2) 90" DIA. CMP
/ f_ ♦�♦CROSSING PIPES (SEE DETAILS).
_1
�� / `: ♦ CO xISTING WETLAND EXISTING MODIFY
NG STREAMNTRACTOR
MA
AS
69g 0i NECESSARY TO INSTALL
P\,o
FUS TEMPORARY CROSSING PIPES. NE
F��♦ 0
45 Mp,■■) RESTORE STREAM BANK TO
/ ■■■■■►■ EXISTING CONDITIONS ONCE
♦ /695��,�■■■■■■■ STREAM CROSSING IS REMOVED. EXISTING TREE L
DENUDED LIMITS (TYP.)
i
705-017-15-41
ASSOC MCALPINE ROSEDALE
HOMEOWNERS
DB 19901 PG 800
ZONING:NEIGHBORHOOD I
IRESIDENTIAL (TND-OVERLAY)
00
e2
Ge �
01
goo\a �
LEGEND
— .700- —
EXISTING MAJOR COUNTOUR
— —701—
EXISTING MINOR CONTOURS
LIMITS OF DISTURBANCE/CLEARING
— — — —
EXISTING PROPERTY LINE
— PGE —
PROPOSED PERMANENT GREENWAY
EASEMENT
— TCE —
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
I
EXISTING FEMA 100—YR FLOODPLAIN
■ ■
EXISTING FEMA FLOODWAY
COMMUNITY ENCROACHMENT AREA
■ I
COMMUNITY FLOOD FRINGE
EXISTING SOIL BOUNDARY
EXISTING PCCO BUFFER
®
EXISTING SANITARY SEWER MANHOLE
_SS_
EXISTING SANITARY SEWER PIPE
— —
EXISTING SANITARY SEWER EASEMENT
EXISTING WETLAND
SF X
PROPOSED SILT FENCE
XX
PROPOSED DOUBLE —ROW HIGH
HAZARD SILT FENCE
0
PROPOSED ABUTMENT EXCAVATION
Q
PROPOSED SILT FENCE ROCK OUTLET
0
PROPOSED TIMBER MATTING
CD
PROPOSED ROCK CHECK DAM
®
CONSTRUCTION ENTRANCE
P �\
PROPOSED INLET PROTECTION
TS
PROPOSED TEMPORARY SEEDING
PS
PROPOSED PERMANENT SEEDING
SP 77/2'.00
SPOT ELEVATION
TP � }
PROPOSED TREE PROTECTION
XPROPOSED TREE REMOVAL
30
90
SCALE: HORZ. V = 30'
0
0 0
Q
Know what's below.
Call before you dig.
Dewberry'110158166?
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBOLA # C-478
NCBELS # F-0929
�1BVRG
Mecklenburg County
Park and Recreation
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U 08/11/21 1 JGL I CLIENT COMMENTS
NO. DATE BY DESCRIPTION
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
JGL
TMM
TMM
JANUARY 13, 2021
DEMO AND ESC
PH. 1 PLAN
(SHEET 1 OF 5)
PROJECT NO. 50116269
C2001

DocuSign Envelope ID: D04B708C-5EO2-4133-9239-9787ODD67BEB 1
^
NOTES:
1.
REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO
EXCEED 1 YEAR).
2.
AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR
PEAK FLOW WITHOUT OVERTOPPING.
3.
ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET OF THE
WASHED STONE
CROSSING STRUCTURE IS NON -EROSIVE FOR THE RECEIVING
STREAM CHANNEL
F�
4.
ADDITIONAL MEASURES MAY BE REQURIED PER THE INSPECTOR
BASED ON SPECIFIC SITE CONDITIONS.
5.
NOT TO BE USED WHERE PERMANENT STREAM CROSSINGS ARE
PROPOSED.
E
STREAM BANK
■ STANDARD
DRAWING
N.Q> r1f CA 0_LrN'A
a� 8rn .A •.q .oe� m• o� pm wo-va� -•.o• o .so• o
C
T1of 6,STANDARD
DRAWING
NIrr3 - A,c 4tN'A
6" WASHED STONE
LINE CREEK BOTTOM WITH
FILTER FABRIC.
TOP BANK 000 OO
RIP RAP 000 0 0 0 0 0 0 000
1/2 PIPE DIA. OR 12"
WHICHEVER IS GREATER.
RING FILTER AS REQUIRED BY INSPECTOR. - - RIP RAP
ENGINEER TO SIZE PIPE (SEE NOTE 2)
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
TEMPORARY STREAM CROSSING
STAKES
u=u-u-n=a=n-u=n=n=n=u=u J-�'R'
11= I -
SPECIFIC APPLICATION:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
BLOCK AND GRAVEL
STONE INLET PROTECTION
SECTION
NOT TO SCALE
REV. DATE
10/14/09 , ors STANDARD
STD. N. DRAWING
518.1 T 0.971 " CA0 L N'A
3
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
GRATE
1" REBAR FOR BA
REMOVAL FROM INLET
FILTER I
DUMP L(
DEFLECTOR
CATCH BASIN
OUTLET
INSTALLATION
4 I 5
MEDIA (SEE NOTE 2)
SILT FENCE AS NEEDED
VEGETATIVE BUFFER
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
POINT
NOT TO SCALE
REV. DATE
10/14/09 a' wn'ot STANDARD
CATCH BASIN INLET PROTECTION STD. NO. DRAWING
519.1 _N0r1 ; CA,W0,_LFN1A
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT AFTER EACH STORM EVENT
AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABILIZED WHEN THE DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
NOT TO SCALE
REV. DATE
10/14/09`' �'� STANDARD
sTD. No. DRAWING
510.1 -No rt►' CpIcaLr1�I�a.
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain)
MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue
May 1 - August 15 October 25 - December 30
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
DATES add 50 Ibs/acre of annual Kobe lespedezo.
Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre straw or equivalent
hydroseeding. hydroseeding.
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
lb / I' t d 750 lb / 10-10-10 lb / I' t d 750 lb / 10-10-10
0
W
I
#5 WASHED So Go
Go
TONE /
STORAGE
AREA
Go. Go
o 0
0 0
0 0
SAREAGE o
I CATCH
BASIN
Go o
PLAN VIEW / I
/5 WASHED
STONE
61
CATCH
BASIN
12"
SECTION A -A
STONE INLET PROTECTION
CONCRETE
WASHOUT SIGN
EROSION CONTROL DEWATERING
GENTLE SLOPES STEEP SLOPES
LEVEL
NOT TO SCALE
REV. DATE
10/14/09
STD. NO.
517.1
SEEDING
MIXTURE
80 Ibs/acre of tall fesue
100 Ibs/acre tall fescue
30 Ibs/acre Sericea lespedeza
(unscarified after August 15)
10 Ibs/acre Kobe lespedeza
FALL: August 25 - October
FALL: August 25 - October 15
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs/acre hulled Bermudagrass
15 Ibs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
fertilizer.
NOTE 1
w
Ground Cover-- Protective cover must be established on all disturbed areas within 14 calendar days after
<w
land
disturbing activity is completed or has temporarily ceased.
v~i a �%
NOTE 2
Graded slopes and fills
--Protective cover must be established on all graded slopes and fills within 7 calendar days after
a phase of grading is completed or has temporarily ceased.
NOTE 3
Enhanced Controls--
Protective cover must be established on all disturbed areas, graded slopes, and fills within 5 calendar
days after land disturbing activity or a phase of grading is completed or has temporarily ceased.
NOT
TO SCALE
NOT
TO SCALE
REV. DATE
( T(1��
STANDARD
DRAWING
SEEDING SCHEDULE
REV. DATE
10/14/09
08/ O1/ 17
STD. NO.
sTD. No.
511.1
521.1
c�NT c.A.R,Ot,I A
VEHICLE TRACKING
CONTROL OR
OTHER STABLE
SURFACE
LJ IVIIIV
CONCRETE WASHOUT AREA PLAN
12"
P. COMPACTED BERM
AROUND THE
RFRIMFTF
} 1 3 > VEHICLE TRACKING
UNDISTURBED 0
COMPACTED SOIL M 1CONTROL
SECTION'
CWA MAINTENANCE NOTES
AMENDMENTS s acre Imes one an s acre s acre Imes one an s acre CWA INSTALLATION NOTES
fertilizer. fertilizer. 1. INSPECT BMP'S EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE
1. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL OPERATING CONDITION. MAINTENANCE OF BMP'S SHOULD BE
DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1000' PROACTIVE, NOT REACTIVE. INSPECT BMP'S AS SOON AS POSSIBLE
OF ANY WELLS OR DRINKING WATER SOURCES. IF SITE CONSTRAINTS (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES
MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE.
THE SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO
LINER (8 IN. MIN THICKNESS) OR SURFACE STORAGE ALTERNATIVES MAINTAIN BMP'S IN EFFECTIVE OPERATING CONDITION. INSPECTIONS
USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINES AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY.
ABOVE GROUND STORAGE SHOULD BE USED. 3. WHERE BMP'S HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE
NOT TO SCALE 2. CWA SHALL BE INSTALLED PRIOR TO ANY CONCRETE INSTALLATION. INITIATED UPON DISCOVERY OF THE FAILURE.
3. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS
REV. DATE BY 8' WITH SLOPES COMING OUT AT 3:1 OR FLATTER. THE PIT
Tc t�' ° � SEEDING SCHEDULE 10/14/09 SHALL BE AT LEAST 3' DEEP. NECESSARY A MAINTAIN CAPACITY FOR CONCRETE WASTE.
STANDARD CONCRETE MATERIALS ACCUMULATED IN PIT SHALL BE REMOVED
STD. No. 4. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE A ONCE MATERIALS HAVE REACHED A DEPTH OF 2'.
DRAWING (SEASONAL MINIMUM HEIGHT OF 1'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE, AND ALL
N.0.871! C.� it01!;,TN_A: \ 522.1 5. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA.
6. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED
CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED
LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND OF PROPERLY.
PUMP RIGS. 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE USED FOR
7. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. THE PROJECT HAS BEEN PLACED.
7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP
SOIL, SEED, AND MULCH OR OTHERWISE STABILIZED IN A MANNER
APPROVED BY THE LOCAL JURISDICTION.
CONCRETE WASHOUT AREA
N.T.S.
NOTES:
SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
PRESERVATION PLAN FOR 2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
REQUIRED RADIUS 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
OF TREE BARRIER Y� / FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
PLAN VIEW OF ROOT ZONE
ONE FO(
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEV
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR UP
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1"x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
T Qf'e
STANDARD
J DRAWING
TREE PROTECTION
T P
RK MULCH, PLACE BARK
i AT AREAS NOT
:CTED BY BARRIER.
NOT TO SCALE
REV. DATE
10/14/09
STD. NO.
601.1
Dewberryo
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone:[phone]
Fax: [phone]
www.dewberry.com
NCBOLA # C-478
NCBELS # F-0929
BURG
g .t Mecklenburg County
Park and Recreation
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SEAL
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,��.���� �,,, %aY 112021
U 08/11/21 1 JGL I CLIENT COMMENTS
NO. DATE BY DESCRIPTION
REVISIONS
DRAWN BY
JGL
APPROVED BY
TMM
CHECKED BY
TMM
DATE
JANUARY 13, 2021
TITLE
EROSION AND
SEDIMENT
CONTROL DETAILS
(SHEET 2 OF 2)
PROJECT NO. 50116269
C5mOl

TEMPORARY STREAM CROSSING
715
710
EXISTING 30'
SANITARY SEWER
EASEMENT
705
700
715
CONTRACTOR SHALL MINIMIZE EXCAVATION AND WORK WITHIN _
THE CHARLOTTE WATER EASEMENT TO THE MAXIMUM EXTENT
PRACTICABLE WHEN WORKING IN CHARLOTTE WATER'S 710
EASEMENT. CONTRACTOR SHALL NOTIFY CHARLOTTE WATER 48
HOURS IN ADVANCE OF WORK NEAR EASEMENT.
PROPOSED TIMBER MATTING (TYP.).
CONTRACTOR SHALL REMOVE ONCE 705
STREAM CROSSING IS COMPLETE
AND RESTORE DISTURBED AREAS
WITH NATIVE SEED MIXTURE.
85.0'
PROPOSED i 700
GRADE
705
700
L.R
••1
STREAM PROFILE
705
700
695
" -
PROPOSED TEMPORARY STREAM
S SHALL LINE CREEK
STREAM
E
CROSSING WITH (2) 90" DIA. CMP
CENTERLINE BOTTOM WITH
CROSSING PIPES PER TOWN OF
EMBED CROSSING FILTER FABRIC
690
EXISTING
GRADE (TYP.)
EXISTING TOP OF
STREAM BANK
PROPOSED
RIP -RAP
HUNTERSVILLE DETAIL.
CONTRACTOR SHALL MODIFY
EXISTING STREAM BANK AS
NECESSARY TO INSTALL
TEMPORARY CROSSING PIPES.
RESTORE STREAM BANK TO
EXISTING CONDITIONS ONCE
STREAM CROSSING IS REMOVED.
PIPE V INTO AND RIPRAP
STREAM BED
685 685
O+ 00 1 +00 1 +95
690
FINE GRADE AND STABILIZE
EMBED CROSSING
EXISTING STREAM BANK WITH
PIPE V INTO
NATIVE SEED MIXTURE AT
STREAM BED
PROJECT COMPLETION.
685
15+00
16+00
, 685
17+00 17+50
NOTES:
1. TEMPORARY STREAM CROSSINGS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH TOWN OF HUNTERSVILLE STANDARDS.
2. SEE DRAWINGS TITLED "TORRENCE CREEK TRIBUTARY II GREENWAY"
DATED JANUARY 13, 2021 AND REVISED AUGUST 11, 2021 FOR MORE
INFORMATION
Dewberry TITLE DATE REVISION SHEET NO.
s
9300Harris Corners Pkwy- Suite 220 TEMPORARY STREAM CROSSING PROFILE AND SECTION 9/10/2021
Charlotte, NC 28269
Phone: [phone] E X H - 01
Faxwww.dewberry.com
9937
y.co PROJECT PROJ. NO. DRAWING NO
www.dewberry.com
NCBELS#F-0929 TORRENCE CREEK TRIBUTARY II GREENWAY
NCBOLA #C-478 50116269

STORMWATER AND EROSION
CONTROL CALCULATIONS
Torrence Creek Tributary II Greenway
Rosewood Meadow Lane
_ R�OSGAPE .qOc
•� C--478
A z
rE'NG
Huntersville, North Carolina
V101TWITIN9111610
Town of Huntersville
101 Huntersville-Concord Road
Huntersville, North Carolina 28078
[phone]
January 13, 2021
SUBMITTED BY:
Dewberry
��fl��lllfil
CARo •.
;w 1622 x;
• .
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*80111
Dewberry Engineers Inc.
9300 Harris Corners Parkway, Suite 220
Charlotte, North Carolina 28269
NCBOLA #C-478

STORMWATER MANAGEMENT NARRATIVE
EXISTING CONDITIONS
The project site is located over six (6) parcels zoned as Neighborhood Residential (NR). The project
begins across from the entrance/exit to the existing Torrence Creek Greenway, continues
north/northeast through undeveloped parcels, crosses underneath Interstate 77 via an existing tunnel,
and terminates at an existing park -and -ride station located off Huntersville Gateway Boulevard in
Huntersville, North Carolina. The project site is located within the McDowell watershed protection
district and is currently classified as low density.
PROPOSED DEVELOPMENT
The proposed site development will consist of the addition of a five greenway segments for a total of
approximately 6,160 LF of asphalt and boardwalk greenway trail, which will persevere the low -density
classification of the project site with a total built upon area percentage of 1.2%. The disturbed area for
the project is approximately 3.30 acres. A combination of boardwalk, ditches, culverts, super elevated
trails were used to convey stormwater to the adjacent tributary or wetlands.
STORMWATER MANAGEMENT AND HYDROLOGIC CALCULATIONS
Hydrologic conditions were modeled using the Rational Method for a 10-year rainfall event. Hydraulic
modeling for evaluating the proposed storm crossings was performed using Hydraflow Express
Extension for Autodesk Civil 3D. Catchment areas were determined using a combination of field survey
provided by Dewberry and Mecklenburg County GIS data. Vegetative Conveyance is used along the
asphalt trail where super elevation of the trail cannot adequately convey water. See Section 3:
Stormwater Calculations for more information.
CONCLUSION
In conclusion, the stormwater improvements for the low -density project site appears to have adequate
capacity to convey the 10-year storm event through vegetative conveyance and culverts. See the
enclosed calculation package for more detailed information.
Built Upon Area Percentage Summary Table
Existing
Existing
Proposed
Impervious
Green Area
Impervious
BUA%
Area (SF)
(SF)
Area (SF)
17 69,350
2,117,667
27,020
1.2%
*ALL EXISTING IMPERVIOUS AREAS WERE CONSTRUCTED PRIOR TO 2008

Culvert Report
Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Friday, Sep 10 2021
Bridge 1 Temp. Stream Crossing (2) 90 in. Culverts
Invert Elev Dn (ft)
= 688.10
Calculations
Pipe Length (ft)
= 62.00
Qmin (cfs)
= 824.00
Slope (%)
= 0.48
Qmax (cfs)
= 824.00
Invert Elev Up (ft)
= 688.40
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 90.0
Shape
= Circular
Highlighted
Span (in)
= 90.0
Qtotal (cfs)
= 824.00
No. Barrels
= 2
Qpipe (cfs)
= 824.00
n-Value
= 0.012
Qovertop (cfs)
= 0.00
Culvert Type
= Circular Concrete
Veloc Dn (ft/s)
= 10.29
Culvert Entrance
= Square edge w/headwall (C)
Veloc Up (ft/s)
= 12.46
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
HGL Dn (ft)
= 694.48
HGL Up (ft)
= 693.65
Embankment
Hw Elev (ft)
= 696.90
Top Elevation (ft)
= 700.40
Hw/D (ft)
= 1.13
Top Width (ft)
= 10.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 85.00
Elev (ft}
702.00
700 00
MDO
6% nn
694.00
692 00
69000
686 00
636.00
0
Bridge 1 Temp. Stream Crossing (2) 96 in. Culverts
5 10 15 20 25 30 35 40 45 60 55 60 65 M 76 60
Circular Culy ert HGL Embank
H'rr Depth (ft)
13.60
11m
960
760
5.60
3.60
160
-0.40
-2.40
85
Reach fft1

APPENDIX B
Delineation Maps

"J
r
r
0�
J 23
-J
-7
F
--- .......
Legend
Feet
Site Boundary 0 5001,000 2,000
DATA SOURCES: Disclaimer: The information depicted on this figure is for
2011 National Geographic Society/ESRI, informational purposes only and was not prepared for
i-cubed seamless USGS quadrangles and is not suitable for legal or engineering purposes. ESI
(Cornelius, NC); Site Boundary Based does not warrant the work of regulatory agencies or
on Mecklenburg County Parcel Data. other third parties data or information.
coDavidson Kannapolis
lius orn
I NC 16
Hunter Ile
Cloncoi
Project No.:
USGS Topographic Map
Exhibit 9
71197707
� / , -
H risibbIg
Date:
Dec 2020 erracon
Drawn By:
Torrence Creek Project
(35.41312, -80.86510)
'Aount Holty 177
US 21 —
CEW
2701 Westport Road
Reviewed By:
Charlotte, NC 28208
Huntersville, Mecklenburg County, NC
1485
JCW PH. [phone]
terracon.com
z

Ce1132 CeD2
CeD2
Ce1132 CeB2 /
y
*eB2
V
EnB
CeD2
,
CeB2
1
t
r
DaB
i
CeD2'
P CeD2
MID
WkD
IN
MeB ;'
CeB2
i
, �/ CeD2 `
Da6 Legend
Q Site Boundary
NRCS Soils Boundaries for all soils
Soil Mapping Units
CeD2
7/ 0 CeB2 Cecil sandy clay loam, 2-8% slopes, eroded
CeD2 Cecil sandy clay loam, 8 15%slopes, eroded
,. �,-
_
CeB2 Q Da6 -Davidson sandy clay loam, 2-8% slopes
- : MO - Monacan loam
��
CeD2
P,aE
Da6 WkD - Wilkes loam, 8-15% slopes
Davidson
Kanna oils
p
DATA SOURCES: Disclaimer: The information depicted on this figure is for
Latest High -Resolution NC statewide informational purposes only and was not prepared for
Feet Orthoimagery, NC OneMap Server; NRCS digital
Cornelius {
11
/
Soil Survey of Mecklenburg County, notyo Site and is not suitable for legal or engineering purposes. ESI
0 150 300 600 Bondary eased on Buncombe county Parcel does not warrant the work of regulatory agencies or
Data. other third parties data or information.
NC 16
lcp sv'lle Concor
Project No.:
71197707
Date:
o
USDA NRCS Soils Data Exhibit
2
Dec 2020
erracon
Harrisburg
--
Drawn By:
Torrence Creek Project o
2
H
CEW
(35.41312,-80.86510)
ountHolty u21
-
Reviewed By:
2701 Westport Road Charlotte, NC 28208 Huntersville, Mecklenburg Count NC
9 y -
��
,1CW
PH. [phone] terracon.com

h, - � � ,n {� � �;�. y� ` �- � In'� � ►' � ate'+ � i r . � y
4'ti..
y aa
r.
"Torrence
Creek (S3)
My t! s
l� n
h S1
M _
r
Wetland 1:-1.2, W7
6 Acres ��� ,'r , ... W3 .�. r:,O p '�` � ►
Wetland 2:-0.13 Acres W5 \� + i
A. i
_ f
Wetland 3: -0.003 Acres ���;;� � � \� W4 _
Wetland 4: -0.005 Acres
Wetland 5: -0.14 Acres W6
! Wetland 6: •-4.130Acres
Wetland 7: -0.04 Acres
Wetland 8: -0.80 Acres
Wetland 9: -4.13 Acres W10
Wetland 10: -0.03 Acres
S4 S4a
Aquatic Features
S 1: -116 LF 10.023 AC � ' D1 W9 `
S 2: -304 LF 10.038 AC v W 1 S4
S 3 (Torrence Creek): 3187 LF 10.99 AC*
S 4: -847 LF 10.019 AC
S 4a (Braided Channel): -282 LF 10.013 AC
* Torrence Creek digitized based on aerial imagery.
AIL W8
The approximate wetlands and non -wetlands Imes depicted on q •�• `
this drawing were flagged and collected with a Trimble Geo7x
GPS with GNSS receiver in the field by Terracon Consultants,
Inc, on Jan 3, 2020. Y _...-•. a72
t
Total Project Area = - 63.74 Acres -'.�, ' 'j i •;c, - I
Total Approximate Non -wetlands Waters = -3,607 Linear Feet Ilk Torrence
/--1.051 Acres P Creek'(S3)
Total Approximate Wetlands = -11.04 Acres ,r,,. Feet
Total Approximate Non jurisdictional Features = -367 Linear .,,ttr y
-t,� 0 150 300 600
.; c �nelius Kann��
u'-a•erzville COnco
177 j \ Harrisburg
r
hunt Hnlly- J `i
aes
Legend
DATA SOURCES:
Disclaimer: The information depicted in this file is for
QSite Boundary
Potential Tributary • Data Points
Latest High -Resolution NC Statewide
Orthoinnagery, NC OneMap Server; Site
informational purposes only and was not prepared for and is
for legal This
Boundary Based on Mecklenburg County Parcel
not suitable or engineering purposes.
information presented is not for regulatory review and is
Potential Wetland
Potential Ditch
Data.
intended for use only by a Professional Land Surveyor prior to
regulatory review.
Project No.:
71197707
Date:
Dec 2020
Drawn By:
KT
Reviewed By:
JCW
Irerracon
2701 Westport Road Charlotte, NC 28208
PH. [phone] terracon.com
Depiction of Aquatic Resources
Torrence Creek Project
(35.41312,-80.86510)
Huntersville, Mecklenburg County, NC
Exhibit
3

APPENDIX C
Point of Contact
Agent Authorization Form

DocuSign Envelope ID: 15CF56FE-1C24-464C-84F6-8CE16F6515EA
Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATIONS,4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Jennifer Smith
Print Name
Capacity: ❑ Owner X❑ Authorized Agent'
08/03/2021
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

DocuSign Envelope ID: 15CF56FE-1C24-464C-84F6-8CE16F6515EA
Irerracon
USACE/NCDWR Agent Authorization Form
Property/Site: Torrence Creek Greenway Extension
Address of Site: 10300 Compass Street
Huntersville, NC 28078
Parcel Identification Number (Pin): 01715307
Owner Information:
Name:
Address:
Telephone Number:
E-mail Address:
City of Charlotte
600 East Fourth Street
Charlotte, NC 28202
704-995-8169
annerose.loy@charlot
Property Owner Certification:
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
and/ or the North Carolina Division of Water Resources (NCDWR) to enter upon the property
herein described for the purpose of conducting on -site investigations and issuing a determination
associated with Waters of the U.S (WOTUS) subject to Federal/State jurisdiction under Section
404 and 401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Terracon, as designated by the current property owner, is the authorized consultant to coordinate,
schedule, and provide supplemental information to both agencies in support of this verification
and/or permit application.
Property Owner Signature:
08/03/2021
Date:
Terracon Consultants Inc. 2401 Brentwood Road, Suite 107, Raleigh, NC 28208-3608
�� P:919-873-2211 F:919-873-9555 terracon.com
, sign
date

APPENDIX D
Letter of Mitigation Credits Availability

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
NORTH CAROLINA
Environmental Quality
December 15, 2021
Jennifer Smith
City of Charlotte
600 East Fourth Street
Charlotte, NC 28202
Project: Torrence Creek
Expiration of Acceptance: 6/15/2022
County: Mecklenburg
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
8-di it HUC
Impact Type
Impact Quantity
Catawba
03050101
Warm Stream
38
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
/ka�dj�
FOR James. B Stanfill
Asset Management Supervisor
cc: JC Weaver, agent
Q
,� North Carolina Department of Environmental Quality I Division of Mitigation Services
e:!��-QE217 West Jones Street i 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
NORTH CAPOLINA
D.mft.morEi,_1--�ma�a� r 919.707.8976