20240895 Ver 1_DutchmansCreek_PermitPlans_Phase1_20240701

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Highway
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North Carolina Department of Transportation y�
Highway Stormwater Program m Z
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STORMWATER MANAGEMENT PLAN xFNj OrTQAiS°��
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element:
TIP/Prof No: County(ies): Gaston Page 1 of s
General Project Information
WBS Element:
TIP Number:
Project Type:
Non -Road Facility
I Date:
4/16/2024
Mt. Holly Contact:
Elizabeth Bell
Contractor / Designer:
Kisinger Campo & Associated
Address:
400 E Central Ave, Mt Holly, NC 28120
Address:
301 Fayetteville St.,
Suite 1500
Raleigh, NC 27601
Phone:
[phone]
Phone:
[phone]
Email:
elizabeth.bell mtholl .us
Email:
mcnult kcaen .com
City/Town:
Mt. Holly
County(ies):
Gaston
River Basin(s):
Catawba
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
.156 miles
Surrounding Land Use:
Recreational Park
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
.5 ac
ac.
0.0
ac.
Typical Cross Section Description:
The proposed typical section on either side of the bridge will be superelevated with a
There is no multiuse path in the existing condition. There are gravel existing pedestrian
slope of 0.02 ft/ft, consisting of a 10' wide multiuse path with a 2' unpaved shoulder. The
pathways that provide access to the stream.
proposed bridge typical will have a flat surface 10' wide multiuse path with a 3.5' high
railing. Proposed side slopes will be 2:1 or flatter. Additional areas of gravel pedestrian
pathway will be constructed.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future:
N/A
Year:
I N/A
Existing:
N/A
Year:
N/A
General Project Narrative:
This project will consist of a paved multi -use path and timber boardwalk to a prefabricated steel pedestrain truss (188' Overal length) over Dutchman's Creek. Project side slopes
(Description of Minimization of Water
will be 2:1 or flatter before and after the bridge. Side slopes will be planted with permanent seed cover to encourage a diffuse flow pattern and passive stormwater treatment.
Quality Impacts)
Deck drains will be used for this pedestrian bridge to allow runoff to directly discharge into the waterway, but due to no motor traffic this water will not contain a high concentration
of pollutants.

Highway North Carolina Department of Transportation gip'
stormwal!4 Highway Stormwater Program
STORMWATER MANAGEMENT PLANroF�^°`'°Q0.
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: TIP/Prof No.: County(ies): Gaston Page 2 of s
General Project Information
Waterbody Information
Surface Water Body (1):
Dutchman's Creek
NCDWR Stream Index No.:
11-119-(6)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (WS-IV)
CA
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No
Comments:
NRTR Stream ID:
N/A Buffer Rules in Effect:
Catawba
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer?
iYes Dissipator Pads Provided in Buffer?
INo
Deck Drains Discharge Over Water Body?
Yes
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (2):
1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (3):
1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

PROJECT NUMBER
SHEET
NO.
I TOTAL
SHEETS
PERMIT DRAWING
SHEET 3 OF 8
DUTCHMANS
CREEK
PEDESTRIAIli
GREENWAY
GRAPHIC SCALES
40 20 0 40 80
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
5 2.5 0 5 10
PROFILE (VERTICAL)
PROJECT LENGTH
LENGTH OF GREENWAY (PHI)
= 0.058 MILES
LENGTH OF GREENWAY (PH2)
= 0.338 MILES
LENGTH OF TIMBER STRUCTURE
= 0.062 MILES
LENGTH OF TRUSS STRUCTURE
= 0.036 MILES
TOTAL LENGTH OF PROJECT
= 0.494 MILES
PREPARED FOR
CITY OF MOUNT HOLLY
lei T HOLLY, NORTH C A R O L I Ili A
;E 2
)+00.00
STA. 10+00.00
ECT
,TION
CATAWBA
RIVER
RIVER STREET PARK
i
SITE 1
END PHASE 2
—LP1—CON1— STA. 13+92.1
LENBURG saa.e,-
ITY BEGIN PHASE 1
—L— STA. 10+00.00
I PHASE 2
STRIPING PARKING LOT \ � x
END PHASE 2 _
—LP1— STA. 23+22.53
PREPARED IN THE OFFICE OF:
KCA
KISINGER CAMPO
81 ASSOCIATES
2137 SOUTH BLVD.,
SUITE 200
CHARLOTTE, NC 28203
(980 327-1300
NC LICE SE No.: C-1506
DESIGN CONTACTS
ELIZABETH BELL
PROJECT_UANAGER - AIOUNTIIOLLY
JACOB H. DUKE, P.E.
PKOJFC'T N,'NG'TNFFR - KC4
ALLEN J. MCSWAIN
PROJECT DESIG_NENGINEER -1CCA
SURFACE WATER IMPACTS
Plans DeTeloped with
OpenRoads
END PHASE 1
—L— STA. 18+24.31
PHASE 2 IF �
KAYA� LAUNCH &'
STOR GE BUILDIN�
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Q e SITE 2
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PHASE 2
PICNIC SHELTER
PREPARED FOR THE OFFICE OF
MOUNT
HOLLY Z�
Connecting Community &Nature
400 E. CENTRAL AVE.
MOUNT HOLLY, NC 28120
[phone] EXT. 1003
NAD
83/2011
]INCOM1PILIMFIE IP'1LA\NS
DO NOi'IF II ISIE IFOi1R 1R/W nCQj[il[S IFIION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CITY OFFICE CONTACTS
MILES BRASWELL
CITYMAAAGER -9IODUTITOLLY
BRIAN DUPONT AICP CZO
4SS7: CTTYM,4 N4GFP - MOUNT NOT,T,Y
GREG BEAL, CZO
CITY F/,00D P7A7N_41)MTN. - MOUNT H27A,Y

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/ APPROACH SLAB TIMBER BOARDWALK
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COLLAPSIBLE BOLLARD
PROFILE
APSIBLE BOLLARD
A. 15+27.00
END TIMBER
-BOARDWALK
-L-STA. 15+25.00
.L-
CUR DATA-L- CUR DATA-L- CUR DATA-L-
Plnc 10+42.25 Plc 10+67.97 Plnc 10+92.59
Ac = 1 '18'28.7" (RT) Ac = 28"50'31.6" (RT) Ac = O'54'11.5" (RT)
D = 57'1 T44.8"
Lc = 50.34
Tc = 25.71
R = 100
SE = SEE PLANS
CUR DATA-L- CUR DATA-L-
Plc 15+34.27 Plc 17+39.39
Ac = 73"09'50.0" (LT) Ac = 46'54'58.9" (RT)
D = 76'23'39.7" D = 76"23'39.7"
Lc = 95.77 Lc = 61.41
Tc = 55.66 To = 32.55
R=75 R=75
SE = SEE PLANS SE = SEE PLANS
NOTES:
1. SEE STRUCTURE PLANS FOR APPROACH SLAB DETAIL
2. SEE SHEET 5 FOR PROFILE
3. SEE S1-S21 FOR STRUCTURE PLANS
ROADWAY DESIGN
ENGINEER
STRUCTURES DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PREPARED BY
KCA
KISINGER CAMPO
& ASSOCIATES
NC FIRM LICENSE: C-1506
2137 SOUTH BLVD.
SUITE 200
CHARLOTTE, NC 28203
[phone]

DUTCHMAN'S
rs rs TEMPORARY SURFACE WATER IMPACTS DENOTES RIP RAP
NOT MORE THAN HALF THE WATERWAY SHOULD BE BLOCKED
PERMIT DRAWING 20 0' 20 40
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ENGINEER
STRUCTURES DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PREPARED BY
KCA
KISINGER CAMPO
& ASSOCIATES
NC FIRM LICENSE: C-1506
2137 SOUTH BLVD.
SUITE 200
CHARLOTTE, NC 28203
[phone]
w_
❑❑
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17-610

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DETAIL C
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LOW PROFILE
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-L- STA. 18+24.31
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APPROACH SLAB
TA. 15+35.00
)W PROFILE
DLLAPSIBLE BOLLARD
- STA. 15+27.00
5+25.00 L.
CUR DATA-L- CUR DATA-L- CUR DATA-L-
Plnc 10+42.25 Plc 10+67.97 Plnc 10+92.59
Ac = 1 '18'28.7" (RT) Ac = 28"50'31.6" (RT) Ac = O'54'11.5" (RT)
D = 57'1 T44.8"
Lc = 50.34
Tc = 25.71
R = 100
SE = SEE PLANS
CUR DATA-L- CUR DATA -L-
Pic 15+34.27 Plc 17+39.39
Ac = 73"09'50.0" (LT) Ac = 46°54'58.9" (RT)
D = 76'23'39.7" D = 76"23'39.7"
Lc = 95.77 Lc = 61.41
Tc = 55.66 To = 32.55
R=75 R=75
SE = SEE PLANS SE = SEE PLANS
NOTES:
1. SEE STRUCTURE PLANS FOR APPROACH SLAB DETAIL
2. SEE SHEET 5 FOR PROFILE
3. SEE S1-S21 FOR STRUCTURE PLANS
ROADWAY DESIGN
ENGINEER
STRUCTURES DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PREPARED BY
KCA
KISINGER CAMPO
& ASSOCIATES
NC FIRM LICENSE: C-1506
2137 SOUTH BLVD.
SUITE 200
CHARLOTTE, NC 28203
[phone]

DUTCHMAN'S
rs rs TEMPORARY SURFACE WATER IMPACTS DENOTES RIP RAP
NOT MORE THAN HALF THE WATERWAY SHOULD BE BLOCKED
PERMIT DRAWING 20 0' 20 40
SHEET 7 OF 8
10
N06"33'34.8"W s69
�S TEMPORARY CONST TION ,
CAUSEWAYLu
S ' �► B 4 MT
SEE DETAIL C i' Me 2 PG �0<4 Y i
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BEGIN BRIDGE
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ROADWAY DESIGN
ENGINEER
STRUCTURES DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PREPARED BY
KCA
KISINGER CAMPO
& ASSOCIATES
NC FIRM LICENSE: C-1506
2137 SOUTH BLVD.
SUITE 200
CHARLOTTE, NC 28203
[phone]
L-u
r r-11
❑❑
w
W
17-610

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
12+85 / 13+10
Temp. Word Pad (Causeway)
0.02
47
2
13+60 / 14+04
Temp. Word Pad (Causeway)
0.08
96
TOTALS*:
0.09
0
143
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb