20060447 Ver 2_Sediment Clean-up Completion Notice_20080425

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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
July 25, 2008
S&EC Project No. 4865.131
Ms. Natalie Landry
DWQ Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: Olde Towne
Sediment Clean-up Completion
Wake County, NC
Ms. Landry:
PD)I
JUL ?JI?B
Di -N 'N; AfA ER QaJA. [Y
M 9 LANDt A G STORPrlW r d?;"ONCH
This letter serves as notification of the completion of sediment removal activities at the
Olde Towne Development located in Wake County, NC. A sediment clean-up and stream
stabilization plan was implemented in response to observations made by the Division of
Water Quality (DWQ) and United States Army Corps of Engineers (USAGE) as cited in
the Notice of Violations dated March 7, 2008 and April 14, 2008, and the Cease and
Desist Letter (Action ID #200620287) dated November 2, 2007.
Site Description
The project site, a proposed subdivision and golf course of approximately 547 acres, is
located east of Highway 440, along New Hope Road, between Poole Road and Rock
Quarry Road in the City of Raleigh in Wake County, North Carolina. A vicinity map is
provided in Figure 1.
Project History
Stream bank erosion of the impacted stream channel, overwhelmed existing Erosion and
Sedimentation (E&S) devices, and a lack of outlet protection resulted in deposition of
sediment within wetland and open water pond areas. Subsequently, a sediment clean-up
plan and stream stabilization Plan were developed by Soil & Environmental Consultants,
PA (S&EC) and approved by the Division of Water Quality (DWQ) and the U.S. Army
Corps of Engineers (USACE).
In April 2008, construction bean to relocate and stabilize the impacted stream channel,
and was completed on May 2" 2008. On May 5th and 6th 2008, sediment removal from
wetland areas was begun. On June 4th, 2008, lowering of the water level of the pond was
begun in order to remove sediment. On June 24th 2008, the final sediment clean-up
activities on-site were completed. S&EC personnel made frequent site visits to advise and
confirm that sediment was removed and disposed of in an appropriate manner.
On July 10, 2008, S&EC personnel visited the site to confirm successful completion of
clean-up activities, stream stabilization, and document site conditions. The areas of
Category 1 and Category 3 sediment were observed to be adequately removed. These
areas were seeded, along with the Category 2 areas, with the approved wetland seed mix.
Please see the attached photos for before and after photos of the site.
Please contact me if you have any questions or comments regarding this notification.
We thank you for your assistance and project input to date.
Sincerely,
SOIL &I
Rebecca
NC License No. 31

NSULTANTS, PA
/6a w C?wA7l)e_du
David Gainey
Environmental Assessment Department Manager
Cc: Ms. Cyndi Karoly, DWQ, 2321 Crabtree Blvd., Suite 250, Raleigh, NC 27604
Mr. Ian McMillan, DWQ, 2321 Crabtree Blvd., Suite 250, Raleigh, NC 27604
Mr. Monte Matthews, USACE, 3331 Heritage Trade Drive, Suite 105, Wake Forest,
NC 27587
Ms. Vicki Fuentes, DWQ, 3800 Barrett Drive, Raleigh, NC 27609
Mr. Patrick Paine, City of Raleigh, PO Box 590, Raleigh, NC 27602
Mr. Mark Bertoncino, Olde Towne Company, LLC, 5810 Cameo Glass Way
Raleigh, NC 27612
Attachments: Vicinity Map
Site Photos
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Project Number: Map Title: l
4865 . D I FI Soil & Environmental Consultants, PA
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Project Manager: ?ure I USGS Map 11010 Raven Ridge Rd.- Raleigh, NC 27614
DG [phone] • [phone]
Olde Towne 5ubdivi5ion Web Page: www.SandEC.com
Scale: Wake County, NC
I 2,000'
Date: Source:
3/28/08 Garner Quadrangle
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Photo Point 1-Impact Area 1-Category 1 Impacts in Foreground, Cate-
gory 2 Impacts in Background, Looking Northeast
Photo Point 1-Impact Area 1-Category 1 Post Clean-up, Looking
Northeast

Photo Point 4-Impact Area 1-Category 2 Impacts (Typical),
Looking Southwest
Area of Photo Point 4-Impact Area 1-Category 2 Impacts, Post clean-
up, Looking Southwest
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Photo Point 7-Impact Area 2-Sediment Area C-Category 3 Impacts-
Near Eastern End of Pond, Along North Edge of Water, Looking East

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Photo Point 7-Impact Area 2- Sediment Area C-Category 3, Post
Clean-up-Near Eastern End of Pond, Along North Edge of Water, Look-
ing East
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Photo Point 8-Impact Area 2-Sediment Area D-Category 3 Impacts-
Along North Edge of Water, Looking East
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Photo Point 8-Impact Area 2-Sediment Area D-Category 3, Post
Clean-up -Along North Edge of Water, Looking East
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Photo Point 9-Impact Area 2-Sediment Area E-Category 3 Impacts-
Along North Edge of Water, Looking East
Photo showing area of photo point 9-Impact Area 2-Sediment Area
E-Category 3, Post Clean-up- From Western Side of Pond, Looking
Northeast
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Photo Point 10-Impact Area 2-Sediment Area F-Category 3- Post
Clean-up-Along North Edge of Water, Looking East
pacts-Along North Edge of Water, Looking East

Photo Point 11-Impact Area 2-Sediment Area G- Category 3, Post
Clean-Up- Along North Edge of Water, Looking East
Photo Point 11-Impact Area 2-Sediment Area G-Category 3 Im-
pacts-Along North Edge of Water, Looking East
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Photo Point 12-Impact Area 3-Category 1 Impact Area (Typical),
Heavy Deposition Typically Excess of 2-inches in Thickness

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Photo Point 12-Impact Area 3-Category 1 Impact Area, Post Clean-up

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Photo Point 14-Impact Area 3-Category 2 Impacts (Typical),
Looking Southwest
Photo Point 14-Impact Area 3-Category 2 Impacts, Post Clean-up,
Looking Southwest

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Failing Stream Bank, Before Repair
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Stream Bank, After Stabilization