Burlington_Dams_PCN-2_Figures_ALL

FW: Burlington Dams PCN Figures
FW: Burlington Dams PCN Figures
Homewood, Sue
Sent: Tuesday, November 30, 2010 8:26 AM
To: Dennison, Laurie; Strickland, Bev
Attachments: Burlington Dams PCN-2 Figu-l.pdf (5 MB)
More for file 10-0862
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, INC 27107
Voice: [phone]
FAX: [phone]
Page 1 of 2
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.
From: Gerald Pottern [mailto:[e-mail]]
Sent: Monday, November 29, 2010 7:54 PM
To: Williams, Andrew E SAW; Homewood, Sue
Cc: Mark Landis; Robert Indri; Alex Rutledge
Subject: Burlington Dams PCN Figures
Here is a PDF of the revised Figures to accompany the Burlington Dams PCN.
The only 404-401 impacts remaining now are 01 and 02 which total 500 square feet (on Figure 5).
All other impacts are riparian buffers (B1 through B10) and are clearly marked on the figures.
Gerald
----- Original Message -----
From: Gerald Pottern
To: Williams, Andrew E SAW ; Homewood, Sue
Cc: Mark Landis ; Robert Indri ; Alex Rutledge
Sent: Monday, November 29, 2010 5:01 PM
Subject: Re: Burlington Dams ACE-DWQ Meeting Nov 30
Attached is the revised Burlington Dams PCN form (text in Word). I will scan and email the revised figures
tonight, and bring paper copies of Text+Figs to our meeting tomorrow. We'll need to discuss how much of the
forest buffer impact (Old Stony left abutment area) is permanent versus how much can be re-forested after
construction. The buffer mitigation requirement stated on page 11, section 6 assumes worst case for now
(7590 s.f). The mitigation fee is $1 per sq.ft, so the more land you can reforest, the less mitigation you'll need to
pay. Or instead of paying fees, the City can reforest and protect buffers elsewhere in the watershed.
----- Original Message -----
From: Gerald Pottern
To: lisa,[e-mail] ; Williams, Andrew E SAW ; Homewood, Sue
Cc: Mark Landis; Robert Indri ; Alex Rutledge
Sent: Monday, November 29, 2010 2:45 PM
Subject: Burlington Dams ACE-DWQ Meeting Nov 30
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 11/30/2010
FW: Burlington Dams PCN Figures Page 2 of 2
Hi All,
Attached are maps to Old Stony Creek Dam and and Lake Cammack Dam north of Burlington.
We will meet at Old Stony Creek Dam on Tues Nov 30 at 1:30 pm, then go see Lake Cammack.
Lisa - The Old Stony Dam RWI will not be operating during the dam repairs. The City will use only Lake
Macintosh for water supply until the Old Stony repairs are complete. This may obviate the need for you to see
the site, but of course you're still welcome to join us.
Map 1: to Old Stony Dam
From Raleigh/Durham take 1-85 exit 150 north onto Trollingwood Rd, towards Town of Haw River.
Turn LEFT on US-70, then turn RIGHT on Roma Rd just-past the NC-49 intersection.
Turn LEFT on Haw River-Hopedale Rd, then LEFT on Sandy Cross Rd.
Turn LEFT on Deep Creek Church Rd, then RIGHT on Carolina Rd near Copland Textiles.
Turn RIGHT on Faulkner Drive which ends at the dam.
Folks coming from the west: you can take 1-85 exit 143, then follow NC-62 through Burlington
(NC-62 = Alamance Rd, Church St, Rauhut St, and Glencoe Rd),
Turn RIGHT on Lower Hopedale Rd after you cross Sharpe Rd,
cross Haw River, turn RIGHT on Carolina Mill Rd, LEFT on Carolina Rd, RIGHT on Faulkner.
Map 2: to Cammack Dam
At end of Faulkner Dr turn RIGHT on Carolina Rd,
Continue straight across NC-62, Carolina becomes Union Ridge Rd,
Cross Stony Creek and turn LEFT on Stony Creek Church Rd,
Turn RIGHT at Lake Cammack Dam access road
Gerald B. Pottern
Robert J. Goldstein & Associates, Inc.
RJG&A Environmental Consultants
1221 Corporation Parkway, Suite 100
Raleigh, NC 27610 Tel: [phone]
[e-mail]
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Gerald mobile: [phone]
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https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 11/30/2010
A9ehb AtNer%zallah Lehr
?-TON ?y02
City o Bunting ton
h
fart. ta,??`f''
:Ro6ert C Patterson, ,Jr., P.E.
Ua.ter Resources I) rector
10/18/2010
Mr. Gerald B. Pottern
Robert J. Goldstein & Associates, Inc.
Environmental Consultants
1221 Corporation Parkway, Suite 100
Raleigh, North Carolina 27610
To Whom It May Concern:
The City of Burlington is planning to repair and rehabilitate our two public water supply dams on Stony
Creek in northern Alamance County: Lake Cammack Dam and Old Stony Creek Dam. This letter
authorizes Robert J. Goldstein & Associates, Inc. of Raleigh, North Carolina to serve as an agent of the
City of Burlington for the purpose of obtaining jurisdictional waters determinations and environmental
permitting as needed for these dam repairs. Please do not hesitate to contact the undersigned if you
have any questions.
Sincerely,
pz"* C

Robert C. Patterson, Jr., P.E.
Water Resources Director
Cc: Mark Landis, P.G., P.E., Schnabel Engineering
Connecting the Triad and the Triangle
1302 Belmont Stn?et•--110 Box 1358-Buriingtoit, N(.,27216
33(222-5133--1 cr.r:336-570-617,5-vi,tviv.But•ZrttgtonNC,gov
'900 Response
a.,,.s SI'A7g ?.
rm?
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Beverly Eaves Perdue, Governor Office of Archives and History
Linda A. Carlisle, Secretary Division of Historical Resources
Jeffrey J. Crow, Deputy Secretary David Brook, Director
November 9, 2010
Gerald Pottern
Robert J. Goldstein and Assoicates, Inc.
1221 Corporation Parkway
Suite 100
Raleigh, NC 27610
Re: Lake Burlington and Old Stony Creek Dam Repairs, Alamance County, ER 10-1980
Dear Mr. Pottern:
Thank you for your email of October 21, 2010, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory
Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579. In all future
communication concerning this project, please cite the above-referenced tracking number.
Sincerely,
1 K i;
Peter Sandbeck
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599
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Send To Printer Back To MSR Maps Change to 8.5x11 Print Size Show Grid Lines Change to Landscape
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ALIGNMENT-DAM BASELINE
STATION=1+00.00
OFFSET=0.00
NORTHING=883808.63
EASTING-1879233A2
N
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_ PROPOSED CONTRACTOR STAGING AND
STOCKPILE AREA.
ALIGNMENT=DAM BASELINE
STATION=2+17.37
OFFSET-0.00
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AREA TABLE
AREA DESCRIPTION SQUARE FEET ACRES
LEFT SIDE LIMIT OF

DISTURBANCE 24847.26 0.57
LEFT SIDE BORROW AREA 8084.96 0.19
LEFT SIDE STAGINGI

STOCKPILE AREA 18225.31 0.44
RIGHT SIDE LIMIT OF

DISTURBANCE 25247.49 0.58
RIGHT SIDE BORROW AREA 14315.25 0.33
RIGHT SIDE STAGING/

STOCKPILE AREA 23668.28 0.54
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TIME OF SURVEY 05.10.10 7 ® E 1878620.842
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C2 DATE: SEPTEMBE

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