20150023 Ver 2_More Info Received_20150416

Burdette, Jennifer a
From:
Burdette, Jennifer a
Sent:
Thursday, April 16, 2015 11:58 AM
To:
'Jonathan L. McDaniel'
Subject:
RE: Marine Chevrolet
Thank you for the quick response. Hard copies are not necessary. We have what we need to continue processing the
application.
Jennifer Burclette
y
*Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties unless the content is exempt by statute or other regulation. *
From: Jonathan L. McDaniel rmailto :jmcdanielCa)bizec.rr.coml
Sent: Thursday, April 16, 2015 11:10 AM
To: Burdette, Jennifer a
Cc: Shaver, Brad E SAW
Subject: Re: Marine Chevrolet
Good morning Jennifer,
Please see the three (3) attachments. I have revised the impact maps to include notes about pumping around in case of
rain, and to include the new detail of the drainage junction with gabion. Please let me know if you would like hard
copies of these, and how many. If so, I can mail them out to you today.
Thanks,
Jonathan L. McDaniel, PE
Parker & Associates, Inc.
Engineers * Surveyors * Planners
(910) 455 -2414
1

Firm License Number - F-0108
www.parkerengineeringandsurveying.com
On 4/15/2015 4:39 PM, Burdette, Jennifer a wrote:
Jonathan,
This revised design is acceptable to meet the requirement for aquatic life passage.
Thanks,
Jennifer
Jennifer Burdette
401/Buffer Coordinator
401 & Buffer Permitting Unit
NCDENR—Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone] phone
[e-mail]
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604-9th Fir Archdale Bldg)
*Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties unless the content is exempt by statute or other regulation.*
From: Jonathan L. McDaniel [mailto:[e-mail]]
Sent: Wednesday, April 15, 2015 10:23 AM
To: Burdette, Jennifer a
Cc: Shaver, Brad E SAW
Subject: Marine Chevrolet
Jennifer,
As discussed, attached is the detail showing the gabion mattress inside the drainage junctions to address
the aquatic life movement general condition. Please review and comment. If you are o.k. with this
concept, I will proceed to revise the impact maps to include this detail, and also include some
construction notes for pumping around if a rain event should occur. Just a reminder that we are not
installing a rip rap apron at the outlet because we are addressing the velocity by using flat slopes on the
pipes and having the 12" drops inside the junctions.
Thanks,
Jonathan L. McDaniel, PE
Parker&Associates, Inc.
Engineers *Surveyors *Planners
[phone]
2

Firm License Number - F -0108
www.parkerengineeringandsurveying.com

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Pump Around a 0 JB - Junction Box
to existing ditch LF - Linear Feet
should a rainfall 2.0 Acre Project
Road
event occur during Addition N.C.5.P. - NC Secondary
B in 50' pipe construction
RCP - Reinforced Concrete Pipe
eg
R/W - Right -of -way
Stormwater
Suffer from 1I TD#1 - Temporary bam
Pipe invert
Sales Area
297 LF of Stream
Impact with Mitig
V/
End of Stream
and Mitigation
New Building To Be Built I
With 2 Acre Site Addition
" f
EXISTING MARINE CHEVROLET SITE
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SEAL
37928 gy
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X 501
1 0
VICINITY SKETCH
NOT TO SCALE
1. Work to reroute the existing drainage shall be done during periods of dry weather.
In the event that a rainfall should occur during construction, the contractor shall
pump around'site drainage to the existing ditch north of the site to prevent any
additional impacts to the stream.
2, Stream Impact; initial disturbance of this area shall be limited to the upslope area
(on either side) minimally needed to allow construction equipment to prepare
for the installation of the drainage. Due consideration shall be given to impending
inclement weather conditions that may adversely affect the completion of the
drainage in the shortest time practicable. Grubbing or land disturbance of the
subject area shall not be performed until the culverts, backf ill material, erosion and
sediment control materials or devices sufficient to substantially complete the
construction and stabilization of the drainage are staged or stockpiled at the location.
3. Drainage work shall be completed in the minimum time necessary.
Construction Sequence;
4. No construction of the drainage for the stream impact shall commence until all
materials needed for the impact are staged on site, and the temporary darns are
installed to impede flows.
5. Establish clearing limits per approved plans. Clear and grub impact area as needed.
Immediately install the temporary dams upslope of the stream impact and to the
east side of the existing 24" RCP. Temporary seed and mulch disturbed area. Do not
clear or disturb any unpermitted areas.
6. Install drainage. Fill, compact and finish grade area.
7. Install permanent ground cover (sod) on slopes near the heodwalf and 42" RCP outlet.
& Install silt fence at toe of fill slope and as needed to prevent erosion.
9. See the construction plans for additional details.
10. See wetlands permit for additional requirements.
Project:
Owners:
Rev. 04/16/15 JLM - odd ex, ditches, pump note, rev sheet #
Parker & Associates, Inc.
Rev. 02/17/15 JLM - move Bldg, revise pipes and trib. lGbles.
Land Planners Hor,
MARINE CHEVROLET ADDITION
Southern Crescent, LLC
Date: 02/11/15
Consulting Engineers — Land Surveyors —
P.O. Box 976 28541-0976
Scale: I"=60'
—
GATEWAY DRIVE SOUTH
Field book: Jax Commons#4A, Pg. 6-13
306 New Bridge, Street — 28540
1408 Western, Boulevard
File Name: MARINE CHEVY-Impact Maps.dwg
Jacksonville, North Carolina
Phone [phone] — Fax (910') 455-3441
White Oak Twp., Onslow Co., North Carolina
Jacksonville, North Carolina 28546
Disk Name: Aced 2526
Drawn: ELB
Firm License Number: F-0108

Ac. - Acreage
q_- Centerline
elev. - Elevation
ex.. existing
4N.56 - existing spot elevation
Inv. - Invert
JAB - Junction Box
KC,S,R. - NC Slecondory Road
RCP - Reinforced Concrete Pipe
R✓W - Right-of-way
� Project:
GATEWAY DRIVE SOUTH
White Oak Up., Onslow Co., North Carolina
Owners:
Southern Crescent, LLC
1408 Western Boulevard
Jacksonville, North Carolina 28546
Plan View
ScoW I"=40'
scale: Horz. r­4v
Vert, V=4'
Stream Impact - Sheet 2 of 3
Rev. 4/16/15 JLM - Add junction detail note, rev sheet #
Rev, 2/17/15 JJL - Revised pipes and JR's.
Date: 02/11/15
Scale: 1"=40'
Field book: Jax Commons#4A, Pg. 6-13
File Name: MARINE CHEVY-Impact Maps.dwq
bisk Name; Acad 2526
brawn: ELB
Parker is Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
Firm License Number: F-0108
slag Hor-j
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USE AN APPROVED BUTYL RUBBER
(MASTIC) SEALANT APPLIED TO TOP
OF CONE SECTION
2' THRU 4'
ECCENTRIC CONE
AS REQUIRED —
1' THRU 4'
RISER SECTION(S)
AS REQUIRED —
PRECAST OPENING
REQUIRED FOR ALL PIPES.
SEE PLANS FOR PIPE SIZES
6" MINIMUM EXTENDED BASE
BASE SECTION
AS REQUIRED -
6" MINIMUM
SET MANHOLE ON 12"
OF No. 57 STONE. —
Project:
%rAV, 'f"W76
to kN 8�t
•
GATEWAY DRWE SOUTH
White Oak Twp,, Onslow Co., North Carolina
.6
1/2- DIA,
STAINLESS STEEL
U" BOLT
Pn
3/4" RA D.
7.*
PLACE "U" BOLT
12" FROM TOP
OF MH
...................
—ALL JOINTS TO BE T & G
W/PREFORMED BUTYL RUBBER
(MASTIC) GASKET MEETING
AASHTO M-198, ASTM. C-990,
FED SPEC SS–S-00210 (210A)
PRECAST MANHOLE TO MEET
REQUIREMENTS OF ASTM.
0478, AASHTO M-199
5:1 GABION MATTRESS
–4" DIA. RIP RAP
–3"0" MESH OPENINGS
–MESH TO BE CORROSION
RESISTANT MEETING
ASTM 974-97
Isometric View
Qablon Mattress Installation Notes
1. The purpose of the gabion mattress is to meet the aquatic life passage requirement
for the stream impact. The gabion is to be installed at the same time as the
junction manhole.
2. The gabion mattress is to consist of rip rap with a e maximum diameter. The wire
mesh to encase the rip rap shall have 3" x 3" openings, and be corrosion resistant
meeting ASTM 974-97.
3. The gabion shall be installed flush to the 12" drop invert, and sloped at 5 :1 to the
bottom of the junction manhole.
4. Install the wire mesh with a minimum overlap of 12", and secure overlap with plastic
zip ties or corrosion resistant wire meeting ASTM 974-97.
PLACE COMPACTS
No. 57 STONE
AROUND ALL PIPI
EXTENDED BASE
ALL MANHOLES
GABION MATTRESS
r--WITH 4- DIA, RIP RAP
Owners:
Southern Crescent, LLC
1408 Western Boulevard
Jacksonville, North Carolina 28546
Mate: 04/16/15
Scale: None
Field book: Tax Commons#4A, Pg. 6-13
File Name: MARINE CHEVY-Impact Maps.dwq
Disk Name: Acad 2526
Drawn:ELB
Section View
P FROM INVERT
E BOTTOM
Parker & Associates, Inc.
Consulting Engineers — Land Surveyors — Land Planners
P.O. Box 9,76 – 28541-09,76
306 New Bridge Street – 28540
Jacksonville, North Carolina
Phone (910), 455-2414 – Fax [phone]
Firm License Number: F-0108
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