20191628 Ver 1_Mingo_Creek_Greenway_Wetland_and_SW_Permit_Drawings_11_20_2019_20191126

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,411 TO)" OF KNIGHTDALE
W PUBLIC WORKS DEPARTMENT
PERMIT DRAWING
SHEET 1 OF •
MINGO CREEK
GREENWAY EXTENSION
BILL SUMMERS JAMES ROBERSON
TOWN MANAGER MAYOR
LOCATION
WETLAND AND SURFACE WATER IMPACTS PERMIT
8 9
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SITE 1 —J
SITE 2
THIS PROJECT IS WITHIN THE MUNICIPAL SITE 3
BOUNDARIES OF THE TOWN OF KNIGHTDALE.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS WITHIN THE NEUSE RIVER BASIN
AND IS SUBJECT TO RIPARIAN BUFFER
REQUIREMENTS.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF KNIGHTDALE AND/ OR NCDOT
STANDARDS AND SPECIFICATIONS.
Prepared by.
JSo' VHB Engineering NC, P.C. (C-3705)
�P�/I�� 940 Main Campus Drive, Suite 500
Y VVV Raleigh, NC 27606
GRAPHIC SCALES
300 150 0 300 600
PLANS
0
SITE 5
3
SITE 4
PROJECT LENGTH
LENGTH OF ASPHALT TRAIL = 1.08 MILES
LENGTH OF CONCRETE TRAIL = 0.17 MILES
LENGTH OF BOARDWALK = 0.04 MILES
TOTAL LENGTH OF PROJECT = 1.29 MILES
'-- SITE 7
SITE 6
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This design has been reviewM by Me Engwee, f, the]'own ofA ghWe andto the beatofmy knowledge end belief, it
conforms w Me requirements established in Me So—d Specifications of Me Town of KnighWale.
By: Dee:
Town Engineer
These pleos.re app,oved by Me T ofK ghtdele and carve as coeswcgoe plans fo,- protect.
By: Date
Admiwatretor

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DENOTES TEMPORARY
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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www.altaplanning.com
111 S. Main Street
Suite 100
Durham, North Carolina 27701
p:919.484.8448
ENGINEERING
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
aIta
www.altaplanning.com
111 S. Main Street
Suite 100
Durham, North Carolina 27701
p:919.484.8448
ENGINEERING
NC License#P-1301
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WETLAND AND SURACE WATER IMPACTS SUMMARY
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
18+20/18+94 -L1 R-
60" RCP
0.01
< 0.01
68
28
2
22+00/23+37 -L1 R-
Multi -use Trail Fill
< 0.007
< 0.006
3
26+80/26+99 -L1 R-
18" HDPE
0.014
< 0.01
< 0.01
4
29+56/30+37 -L1 R-
66" RCP
< 0.01
< 0.01
65
33
5
61+54/62+45 -L4-
Boardwalk
0.024
6
69+74/70+18 -L4-
30" HDPE
0.016
< 0.007
7
71+89/72+42 -L4-
30" HDPE
0.009
< 0.002
TOTALS*: 0.039
< 0.007
0.039
0.02
< 0.01
133
61
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb