20191295 Ver 1_Updated Figure_20190930

From:
Bodnar, Gregg
To:
Weychert, Curtis R; Pelletier, Josh R CIV CESAW CESAD (USA); Dunn, Maria T.; Scarbraugh, Anthony
Cc:
Carver, Yvonne
Subject:
FW: [External] Re: McCollister
Date:
Monday, September 30, 2019 7:45:00 AM
Attachments:
image001.pnno
McCollister CAMA Maj SH3.pdf
Morning all,
Updated workplan showing the cross section. An error occurred on the original workplan that showed
the vertical clearance at 3' instead of 4' which is noted throughout the MP -5 and the bio -report. This is
the same clearance as the bridge upstream of the project site.
Thanks,
Gregg
From: Doug Dorman <[e-mail]>
Sent: Friday, September 27, 2019 11:45 AM
To: Bodnar, Gregg <[e-mail]>
Cc: Carver, Yvonne <[e-mail]>
Subject: [External] Re: McCollister
External email. Do no c�ic��links or open attachments unless you verify. Send all suspicious email as a
JjWchmentto reiport.sl2am(@nc.gov
Gregg,
Yes it should be 4' on the drawing. Here is the updated drawing.
Let me know if you need anything else.
Thank you,
Doug Dorman
Atlantic Environmental Consultants, LLC
PO Box 3266
Kitty Hawk, NC 27949
252-261-7707 office
252-599-2603 cell
On Fri, 27 Sep 2019 at 11:21, Bodnar, Gregg <gregg.bodnar(@ncdenr.gov> wrote:
Morning Doug,
I noticed on the application that you mention on the MP -5 and other places that the vertical clearance

of the bridge above NWL is 4 foot. The workplans note 3 foot. Can you verify that 4 foot is correct
and provide an updated workplan?
Thanks and have a great weekend,
G regg
GreggBodnar
Assistant Major Permits Coordinator
Division of Coastal Management
:!:�fDEQ - :.. Department of Environmental Quality
eu.�+...torro�.«�+ru�.r�` 252 808 2808 ext 215 (Office)
G re-g-g.6odnar0ncdenr.-gov
Emorl correspondence to and from this address is subject to the
Barth Carolina Public Records taw and may be disclosed to third parties,

PROPOSED GEOTEXTILE FABRIC TO PROPOSED GRAVEL DRIVEWAY
BE INSTALLED UNDER #57 STONE
4" MIN. 57 STONE)
12'
77
EXISTING GRADE
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TYPICAL DRIVEWAY CROSS SECTION
N.T.S.
NOTES:
1. THE # 57 STONE IS NOT TO BE MIXED WITH OTHER AGGREGATE MATERIAL.
2. THE # 57 STONE IS TO BE LAID AT LEAST FOUR INCHES THICK.
3. THE #57 STONE IS TO BE LAID OVER GEOTEXTILE FABRIC.
4. THE #57 STONE AND GEOTEXTILE FABRIC IS NOT TO BE PLACED ON TOP OF AN
IMPERVIOUS MATERIAL SUCH AS CRUSH AND RUNOR ASPHALT.
5. THE #57 STONE AREA WILL NOT USE AN UNDERDRAIN SYSTEM.
6. THE GEOTEXTILE FABRIC IS PERMEABLE AND COMPRISED OF NON -BIODEGRADABLE
7. THE SOIL ON WHICH THE #57 STONE WILL BE PLACED WIL NOT BE MECHANICALLY
COMPACTED PRIOR TO INSTALLATION.
12'
P.T. 4"X6" FLOOR
JOISTS THOUGHOUT P.T. 2"X8" DECKING
3-2"X12" P.T. GIRDER
8"x8" P.T. PILINGS
3'4"' OC
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3'4"
3'4"
3'4••
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11 11
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-11 IT
BRIDGE CROSS SECTION
N.T.S.
EXISTING GRADE
PROPOSED GRAVEL DRIVEWAY
PROPOSED GRAVEL DRIVEWAY 4"X6" P.T. BUMPER (4" MIN. 57 STONE)
(4" MIN. 57 STONE)
BRIDGESABUTMENTILL TO,,, 2"X12" P.T. GIRDER
NE
PROPOSED WETLAND FILL I -I - --rte ---- -----=I I
AREA 435 SF r I- PROPOSED BACKFILL TO
_-11 BRIDGE ABUTMENT
_I—I I I 1—' "- "'—' "'—' PROPOSED WETLAND FILL
BRIDGE ABUTMENT AREA 30 SF
20' AVG. BRIDGE ABUTMENT
8"x8" P.T. PILINGS
BRIDGE CROSS SECTION
SHEET 2 OF 2 N.T.S.
BRIDGE & DRIVEWAY DETAILS
CAMA MAJOR PERMIT
FRISCO — DARE COUNTY — NORTH CAROLINA
o' NTS ArZOT/C ENIi/R0Nti1EN ,4Z CONSULTANTS, LLC
GRAPHIC SCALE 1'•= NTS P.O. 90X3266, KITTY H,4W1( N.C. 27949
[phone], e-mail doagdaec®gmail. oom
DATE: 7/30/19 REVISED: FILE: McCollister CAMA DRAWN BY: DAD