20210864 Ver 1_CAMAapp drawings SR1122 Hyde_20210827

SR 1122 (HYDELAND RD)
SHORELINE STABILIZATION
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SHEET 1 LONG: -76.21136°
NC DEPT OF TRANSPORTATION
COUNTY: HYDE
EXISTING CLASS B RIP RAP SHEET I TOTALS
QUAD: NEW HOLLAND
SHORELINE STABILIZATION: 695 L.F. BASIN: TAR-PAMLICO
PROPOSED CLASS B RIP RAP SHORELINE STABILIZATION(7H.1100): 30 L F PROJECT: BANK STABILIZATION
PROPOSED RIP RAP AREA: 4,076 SQ.FT. WBS ELEMENT: TBD
I'..... . . I PROPOSED CLASS B RIP RAP (AREA$-TO gE AUTHORIZED PROPOSED RIP RAP AREA(7H.1100): 174 SQ.FT. SCALE: 11N.=100'FT.
Lyp�Y AMA GENERAL P R I OPEN WATER IMPACT: 4,250 SQ.FT. DATE: 7/19/2021
.I IOO) FILL QTY: 136 C.Y DRAWN BY: K.BROWN

SR 1122 (HYDELAND RD)
SHORELINE STABILIZATION
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LAT: 35.410467°
SHEET 2 LONG: -76 211 64°
SHEET 2 TOTALS NC DEPT OF TRANSPORTATION
- - -. COUNTY: HYDE
EXISTING CLASS B RIP RAP SHORELINE STABILIZATION. 913 L.F. QUAD: NEW HOLLAND
SHORELINE STABILIZATION(7H.1100): 200 L.F. BASIN: TAR-PAMLICO
1-'1 PROPOSED CLASS B RIP RAP PROPOSED RIP RAP AREA. 5,389 SQ.FT. PROJECT: BANK STABILIZATION
PROPOSED RIP RAP AREA(7H.1100): 1313 SQ.FT. WBS ELEMENT: TBD
PROPOSED CLASS B RIP RAP (ARAS TO AUTHORIZED OPEN WATER IMPACT: 6,702 SQ.FT. SCALE: 1IN.=100'FT.
yQ�Y CAMA GENERAL P MI FILL QTY: 373 C.Y DATE: 7/19/2021
H.1 100) DRAWN BY: K.BROWN

SR 1122 (HYDELAND RD)
SHORELINE STABILIZATION
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SHEET 3 LONG: -76 2 013 4°
NC DEPT OF TRANSPORTATION
SHEET 3 TOTALS
COUNTY: HYDE
EXISTING CLASS B RIP RAP
SHORELINE STABILIZATION: 1,120 L.F. QUAD: NEW HOLLAND
SHORELINE STABILIZATION(7H.1100): 20 L.F. BASIN: TAR-PAMLICO
• PROPOSED CLASS B RIP RAP PROPOSED RIP RAP AREA 5,389 SQ.FT. PROJECT: BANK STABILIZATION
PROPOSED RIP RAP AREA(7H.1100): 120 SQ.FT. WBS ELEMENT TBD
PROPOSED CLASS B RIP RAP (AREAS TO BE AUTHORIZED OPEN WATER IMPACT: 5,509 SQ.FT. SCALE: 1IN.=100'FT.
BY CAMA GENERAL PERMIT FILL QTY: 489 CY DATE. 7/19/2021
!H.1 100) DRAWN BY K BROWN

SR 1122 (FlYDELAND RD) NOTE: PROPOSED CLASS B RIP RAP IS TO BE
SHORELINE STABILIZATION PLACED ON AN APPROVED GEOTEXTILE FABRIC
CROSS SECTION DETAIL
'L EXISTING GROUND PROPOSED SHORELINE
FILL STABILIZATION
MATERIAL (CLASS B RP RAP)
��C�lSR 122 \\yF
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14 GEOTExTLE l� <T<��
FABRIC > 1
VAR. 'Sfic �c X y45 'SeSt
IIII (FILL)
s 6'
(SHOULDER) (AVG.)
**NOT TO SCALE**
CROSS SECTION DETAIL
WETLAND AREA (NO FILL)
EXISTING GROUND PROPOSED SHORELINE
STABILIZATION
I EXISTING WETLANDS (CLASS B RP RAP)
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PROJECT TOTALS 1
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FABRIC S X.A$ "J, ` ('.
SHORELINE STABILIZATION: 2,728 L.F.
J' �,,,,�K�," ��C• SHEET 4 ItiG: 35r41°i 674%1
SHORELINE STABILIZATION (7H.1100): 250 L.F. SHOULDER) avc.) NC DEPT OF TRANSPORTATION
PROPOSED RIP RAP AREA: 16,501 SQ. FT. **NOT TO SCALE** COUNTY: HYDE
PROPOSED RIP RAP AREA (7H.1100): 1„281 SQ. FT. QUAD: NEW HOLLAND
BASIN: TAR-PAMLICO
OPEN WATER IMPACT: 17,782 SQ. FT. PROJECT: BANK STABILIZATION
FILL QTY: 998 C.Y. WBS ELEMENT. TBD
SCALE: NOT TO SCALE
DATE: 7/19/2021
DRAWN BY: K.BROWN