20150030 Ver 1_Revised Plan Sheets_20150305

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� US 258 NW 3 APPLICAT lON
� REPLACE EXISTING 78' — 45" CMP WITH 85' — 60" RCP
OVER SOWELL RUNr FALLING CREEK USGS QUAD MAP
SHEET NUMBER 5 OF THE 50/L SURVEY OF GREENE C0l1NTY
CONTENTNEA 03020203 NEUSE RIVER BASIN
NEUSE RIVER RIPARIAN BUFFER RULES APPLY
WBS ELEM/�ENT NUMBER 46254.1.1 DETAIL
SCALE: I n—LO' SPECIAL �A Not b SRA�i iED SWALE
Natural Fill
Gro�nd p ZEnte� Slope
�-=� Min. D= 1 Ft.
6= 1 F1.
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BUFFER ZONE l
IMPACTS = 4,8/5 Sq.Ft.
BUFFER ZONE 2
IMPACTS = 320 Sqft.
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MARY JONES HARDY
1150 GLENFIELD RD
c�ninu� i in i nir 7aGn
LINE BANKS W/
CLASS 'I' RIP RAP
DETAIL 'A'
SPECIAL LATERAL BASE DITCH
(No�ro 5<ale�
Naw,oi
Ground 7:� ��� �e� Slope
d p F�a
6
Min. D= 3 Ft.
Max. d= 5 Ff.
6= 4 Ft.
Type ofLiner= CLA55 'B'Rip-Rap
FROM STA. 15+92 LT. TO STA. 17+25 LT.
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TOTAL BUFFER IMPACTS:
.'ONE l= 4,8/5 Sq.Ft. f0.1/05 ACRESJ
.'ONE 2= 320 Sq.Ft. f0.0073 ACRESJ
-OTAL STREAM /MPACTS: l30 LINEAR FEET
-OTAL WETLAND IMPACTS:O Sq.Ft.
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GRAPHIC SCALE
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` CLASS 'B' RIP RAP
�ETAIL 'B'
SPECIAL CUT GRASSED SWALE
( Not to 5<ale)
Na�}u�ol � a� Fronf
p F�pije� �itch
Slope
Min. D = 1.5 Ff.
FROM STA. 17+25 LT. TO STA 22+30 LT.
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GAYNELL SUGGS
DB 449 PG 126
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EMMA MAE GRANT
DB 506 PG 652 DON