HomeMy WebLinkAbout20150622 Ver 1_Application_20150623Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 PIPE REPLACMENT PROPOSED 2 @ 78" DIA. - - - - - - -18 (A)4 (B)-
- - - - - - - - - -
TOTALS:0 0 0 0 0 0 0 18 (A)4 (B)0
Notes: (A) THE 18 FEET OF PERMANENT IMPACTS BREAKS DOWN AS FOLLOWS: THE PIPE BARREL(S) OF PROPOSED ARE THE SAME LENGTH AS EXISTING AT 56 FEET IN LENGTH, HOWEVER
THERE IS 0.5 FEET OF HEADWALL ON THE INLET AND 0.5 FEET OF HEADWALL ON THE OUTLET PROPOSED. ALSO, ON THE OUTLET IS 10 FEET OF RIP RAP PAD SCOUR PROTECTION
AND ON THE INLET THERE IS 7 FEET (REALLY APPROXIMATELY 6.5 FEET) OF PERMANENT EXCAVATION ON THE INLET. BOTH INLET AND OUTLET
ENDS WOULD HAVE RIP RAP BANK STABILIZATION WITHIN THE PERMANENT IMPACT LENGTH. THE RIP RAP BANK STABILIZATION ON THE
OUTLET WOULD TIE INTO THE RIP RAP SCOUR PAD IN THE STREAM BOTTOM. RIP RAP WOULD NOT FILL IN THE EXPANSE OF THE
STREAM CHANNEL ON THE INLET BUT WOULD EXTEND BELOW THE ORDINARY HIGH WATER MARK ALONG THE BANKS AND ON THE
EDGES OF THE CHANNEL AT THE TOE OF THE BANKS.
(B) THE 4 FEET OF TEMPORARY IMPACTS BREAKS DOWN AS FOLLOWS: THERE ARE TWO FEET ON THE INLET AND TWO FEET ON THE OUTLET;
EACH OF THESE REPRESENT THE LENGTH WITHIN WHICH THE SHEET PILE WILL BE INSTALLED FOR WORKING IN THE DRY. SHEET PILE IS ABOUT
18 INCHES WIDE OUT TO OUT.
SHEET 1 OF 1 6/22/2015 SDM
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
SAMPSON COUNTY SHARE CAKE RD SR 1818
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WBS # 3B.208211
Ward Swamp C Sw
US 701
SR 1722 Suttontown Road
Project LocationUT to Ward Swamp C Sw35.162731degN 78.334100degW
SR 1818 Share Cake Road
1
8
1
7
1819
1740
1818
1 7 2 2
1737
1 7 2 4
1 7 7 8
1 8 4 3
1
7
1
1
1 8 4 5
1802
1714
16 36
1 7 3 8
1803
1820
Bradshaw Rd
H
o
b
b
t
o
n
H
w
y
H o n r i n e R d
W h it R d
W Darden Rd
SR#1778
S u t t o n t o w n R d
B
r
i
t
t
R
d
C arr C h urch R d
K e n a n W e e k s R d
Rosin Hill Rd
W
i
l
l
i
a
m
R
K
i
n
g
R
d
H unter R d
Carr Rd
Gilmore Ln
Roa no k e Rd Warwick Rd
S
i
m
m
o
n
s
R
d
S a r a L n
H
o
b
b
t
o
n
H
w
y
7
0
1
Pipe Replacement on SR 1818 at 0.4 miles west of US 701North of Clinton at Hobbton, Sampson County
¹
0 1,500 3,000 4,500 6,000750Feet
Ward Swamp C Sw
US 701
SR 1722 Suttontown Road
Project LocationUT to Ward Swamp C Sw35.162731degN 78.334100degW
SR 1818 Share Cake Road
1
8
1
7
1819
1740
1818
1 7 2 2
1737
1 7 2 4
1 7 7 8
1 8 4 3
1
7
1
1
1 8 4 5
1802
1714
16 36
1 7 3 8
1803
1820
Bradshaw Rd
H
o
b
b
t
o
n
H
w
y
H o n r i n e R d
W h it R d
W Darden Rd
SR#1778
S u t t o n t o w n R d
B
r
i
t
t
R
d
C arr C h urch R d
K e n a n W e e k s R d
Rosin Hill Rd
W
i
l
l
i
a
m
R
K
i
n
g
R
d
H unter R d
Carr Rd
Gilmore Ln
Roa no k e Rd Warwick Rd
S
i
m
m
o
n
s
R
d
S a r a L n
H
o
b
b
t
o
n
H
w
y
7
0
1
Pipe Replacement on SR 1818 at 0.4 miles west of US 701North of Clinton at Hobbton, Sampson County
¹
0 1,500 3,000 4,500 6,000750Feet