10639_General Permit_19930201

CAMA AND DREDGE AND FILL
GENERAL A/ '' G
MAR 10 199 � r
PERMIT r .. Q6.9
TD
as authorized by the State of North Carolina~^��""""'�".ss+:aaau
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15WCAC "7 4 , J Q 0
Applicant NamV
1e Cr; i -tj
Address 2—_idE)i l-i
City
Pro'eI_ c tion Coun , Stat
04 6i ,
ly
e of P r
ky\_9j r A� i ityt
ka
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other
b� M ? `
e
e-n t
II S4 e w,
State
Waxer Bod
SKETCH
i � a
w
Phone Number CV — XPR -19q
Zip
(SCALE: W, A
Q QL. t ,J i .o Ir i"P.i r.�Ci... t„41(,
�='• Mel �� .� � -7-ai t v�v � � 4�� � ci �^�,
'Appro J,;4, 1-11te iy�ej 1 4_�; ov�. to C-.
il�% VIM �ip'liL c7r^
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
issuing date
attachments 4`7 14 1900 _
9-1 ` 3
expiration date
In issuing this permit the State of North Carolina certifies that go 0, "' F
this project is consistent with the North Carolina Coastal application fee:. , T
Management, Program.

Standard Products , Southport Site Remediation N
Existing ditch dug to intercept oil
Estimated plume I
boundry (free product)
LPP system, 200 ft long,
25 ft (min) from top edge of
bank to tidal stream. --
4 MCIM.
r U
T M.41
Top edge
bank, naturaf
ar,
stream
tream
MW4
MW 6 J
Notes,
Tho "structures" located within 75 feet of MHW will be the existing monitoring wells
MW 4, MW 6, and MW 12; a planned recovery well near MW 4; and the LPP distribution
systems. The J-PP systems are designed to create a water mound between the majority of
the free product plumes and the surface waters. All the structures are temporary and will
ba removed when remediation Is complete. Initial operation will involve recovery of the
free product near MW 4 prior to placing the LPP system Into operation. It is likely that : 4
the recovery well between the LPP system at MW 4 and the stream bank will not be used or oe
the froe product recovery is completed at that location. -4 4,;
LPP System, 200 ft Long,
25 ft from edge of rlo raD
N 12

r
SHALLOW MONITOR WELL
Q -- PROPOSED RECOVERY WELL
l� -- ESTIMATED FREE PRODUCT
�,•. l ESTIMATED DISSOLVED
HYDROC
ARBONS
�. -- SPRAY IRRIGATION SYSTEM
•�1. --- LPP SYSTEM
• = -� - - DISCHARGE LIMES
- RECOVERY LINES
TREATMENT SYSTEM
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