20130015 Ver 1_More Info Received_20130205

Homewood, Sue
From: Joey Lawler[[e-mail]]
Sent: Tuesday, February 05, 2013 6:37 AM
To: Homewood, Sue
Subject: RE: PNG Greensboro Line 386
Attachments: STREAM RESTORATION DETAIL.pdf
Ms. Homewood—here is the detail you requested. I'm still waiting for Virginia on the buffer approval. Would you also
like to me send a letter and a hard copy for your record? Thanks -j
Joey Lawler, P.W.S.
Senior Project Manager
ENGINEERING INTEGRITY
S&ME, Inc.
9751 Southern Pine Boulevard
Charlotte NC 28273 Map
Ph: 704.523.4726
Fax: [phone]
Mobile: [phone]
[e-mail]
www.smeinc.com
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From: Homewood, Sue [mailto:[e-mail]]
Sent: Tuesday,January 29, 2013 1:40 PM
To: Joey Lawler
Cc: Vir inia.Spillman greensboro-nc.gov; [e-mail]
Subject: RE: PNG Greensboro Line 386
Hey Joey,
I didn't include my previous email comment about overlapping wetland and buffer because it
really involves Virginia's review not mine.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
i

From: Joey Lawler [mailto:[e-mail]]
Sent: Tuesday,January 29, 2013 10:32 AM
To: Homewood, Sue
Cc: Vir inia.Spillman greensboro-nc.gov; [e-mail]
Subject: Re: PNG Greensboro Line 386
Thanks Sue - I will check that map to see. I will also follow up with Virginia to see if there is any additional
info the city needs in regard to authorizing the buffer impacts -j
Sent from my iPhone
On Jan 29, 2013, at 9:43, "Homewood, Sue" <[e-mail]>wrote:
Joey,
To follow up on my phone call yesterday about buffer approval, I looked at the
plans. On Sheet 6 it looks like there may be some overlap between a wetland and
the stream buffer. The Jordan Buffer Rules 15A NCAC 02B .0267(4), the rule
applies to activities within 50 feet of surface waters, excluding wetlands.
I couldn't tell if you "double counted" wetland impacts and buffer impacts which
is unnecessary. Basically anything within 50 that is wetland should be called out
as wetland and not impacted buffer. If you modify Sheet 6 to address this please
send me a copy.
I will be sending a letter requesting additional info as we talked about and will
add this to it, plus a couple other minor items. I just wanted you to have this info
before you talk to Virginia.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.
2

SILT FENCE AS REQUIRED TO
CONTROL RUNOFF FROM SPOIL
STORAGE AREA
GENERAL NOTES:
1. FOLLOWING CONSTRUCTION, STREAM CROSSING SHALL BE RESTORED TO
ORIGINAL CONTOURS,TO THE FULLEST EXTENT PRACTICAL,ONCE
SEE DETAIL CONSTRUCTION IS COMPLETED.
TEMPORARY MATTING
TOP-OF-BANK
2. ONCE ORIGINAL STREAM BANK CONTOURS HAVE BEEN RE-ESTABLISHED,
INSTALL TEMPORARY MATTING(NORTH AMERICAN GREEN TYPE C-125 OR
ENGINEER-APPROVED EQUIVALENT)ON DISTURBED STREAM BANKS.
TEMPORARY MATTING SHALL EXTEND FROM FIVE FEET LANDWARD OF THE
TOP OF BANK DOWNSLOPE TO THE TOE OF BANK. DO NOT INSTALL
MATTING IN STREAM BED.
3. FOLLOWING CONSTRUCTION,STREAM BANKS WILL BE STABILIZED WITH
RIPARIAN SEED MIX(SEE RESTORATION PLAN TABLE 2).
TOE-OF-BANK �`' .,., ,,. "r MAINTENANCE NOTES:
TOE-OF-BANK 1. INSPECT MATTING AT LEAST ONCE EVERY SEVEN(7)CALENDAR DAYS.
MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
..tr k.1...I..;... . .1.. ..k tr..1:... .tr............tr.tr.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN.TAKE CARE TO AVOID
~"` trtr ptrtr t UNDERMINING THE HAY BALES OR SILT FENCE DURING CLEANOUT
--- 3. REMOVE ALL HAY BALES OR SILT FENCE AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TOP-OF-BANK
DO NOT INSTALL MATTING
WITHIN STREAMBED.
50'EXISTING EASEMENT
J s"
. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
INSTALL NORTH AMERICAN STREAMBANK PLANTINGS
GREEN TYPE C-125 MATTING EXTEND TEMPORARY MATTING 5'
OR ENGINEERAPPROVED/ED LANDWARD FROM TOP OF BANK.O
EQUIVALENT.
TOP-OF-BANK .:::-:::.:::-::::.:::-:::.:::-::::.:::-:::.:� ......................................
TOE-OF-BANK .:::-:::.:::-::::.:::-:::.:::-::::.:::-. .........................................
CROSS-SECTION
POST-CONSTRUCTION
F
SCALE: DATE: FIGURE NO.
NTS 01.30.13 STREAM RESTORATION DETAIL
Z
PROJECT No. DRAWN BY: *S&ME GREENSBORO LINE 386 TRANSMISSION GAS LINE D1
1357-12-002 JoL/EH WWW.SMEINC.COM
CHECKED BY: GREENSBORO
JL ENGINEERING LICENSE NO: F-0176 NORTH CAROLINA