20110095 Ver 1_401 Application_20110111

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•= BURDETTE LAND CONSULTING, INC.
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10212 Creedmoor Road - Raleigh, North Carolina 27615
Telephone [phone] - Fax [phone]
S• -P 0 y
009
s
January 26, 2011
Mr. Eric Alsmeyer
Raleigh Regulatory Field Office
US Anny Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Ian McMillan
a AL In
401 Oversight/Express Pennitting Unit
NC Division of Water Quality
512 Salisbury Street
Raleigh, North Carolina 27604
RE: PCN Application
Glen Oaks Subdivision Phase 2 r, ??
Youngsville, Franklin County, N( QC5
BLC Project #: 10308 IAN 2 E 2011 JAN 2 7 2011
Dear Mr. Alsmeyer and Mr. McMillan: DENR-WATER QUAUTY DENR-WATER alUk M
V,VLK0 A140 SMRt1WATER SWO MTV= AND 3TORMWATER BRAN M
Attached please find a PCN application package for the subject project. The project is
approximately 16 acres in size and located south of the current terminus of Glen Oaks
Drive within the existing subdivision. Glen Oaks subdivision is located on the south side
of Mays Crossroads Road (SR 1105) approximately 3500 feet northeast of Mays
Crossroads Road's intersection with Tarboro Road (SR 1100) east of Youngsville,
Franklin County, North Carolina. This phase of the project consists of extending Glen
Oaks Drive across a perennial stream channel with a riparian buffer on to a ridge of the
property to serve approximately 9 lots. Approximately 111 linear feet of stream channel,
0.4 acre of jurisdictional wetland, and 0.20 acre of riparian buffer would be impacted by
construction of the proposed road crossing.
Ms. Jennifer Burdette delineated wetlands located within the impact area of the proposed
road crossing and outside of Zone 1 of the riparian buffers on Phase 2 of the proposed
development on August 13, 2010. The wetland delineation has not been field verified by
a USACE representative. Wetland data and a JD form in support of the wetland
detennination and delineation are attached. These forms were complete on the east side
of the proposed crossing and the northeast side of the stream channel. Photos of the area
are available upon request. Please contact us at your earliest convenience if you would
like to conduct a field visit of the proposed project area. Ms. Jennifer Burdette reviewed,
but did not observe jurisdictional wetlands or stream channels above any of the existing
road crossings of low areas in Phase 1 of the subdivision.
The applicant has not proposed compensatory stream or wetland mitigation for the
project because the wetland impacts were minimized to below the USACE's threshold of
^\ 1
Mr. Alsmeyer & Mr. McMillan
BLC Project # 10308
January 26, 2011
Page 2 of 2
0.10 acre of wetland impact and the stream channel impacts were minimized to less than
the 150 linear foot threshold usually used by both agencies for stream mitigation.
Please feel free to contact us if you have any questions about this application.
Sincerely,
Burdette Land Consulting, Inc.
Jennife . Burdette
Environmental Specialist
Attachments
c: Matthew Winslow - NRV Homes
Mike Moss - Cawthorne, Moss & Panciera, PC

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Oo95
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing Id-4 UP Al n
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit'
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project- Glen Oaks Subdivision Phase 2
2b. County: Franklin
2c. Nearest municipality / town: Youngsville
2d. Subdivision name: Glen Oaks '
2e. NCDOT only, T.I.P. or state
project no: DENR-WATER AM

NA WETtA M AM STOR.V*ATM M90
3. Owner Information
3a. Name(s) on Recorded Deed: Pd-R ? 4e Alr r?`i e 14 ?e 12 ref C
3b. Deed Book and Page No. DB 1337, Page 30
3c. Responsible Party (for LLC if
applicable): Matthew Winslow
3d. Street address: 12335 Wake Union Church Road, Ste 207
3e. City, state, zip: Wake Forest, North Carolina 27587 N $ 2011
3f. Telephone no.: [phone]
3g. Fax no.: NA WEP-100 AWjj R ,\IfR MRfim
3h. Email address: NA
Page 1 of 10
PCN Form -Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Jennifer A. Burdette
5b. Business name
(if applicable): Burdette Land Consulting, Inc.
5c. Street address: 10212 Creedmoor Road
5d. City, state, zip: Raleigh, North Carolina 27615
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
1.
Page 2 of 10
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 1862-84-8708
1b. Site coordinates (in decimal degrees): Latitude: 36.0145911 Longitude: - 78.4297408
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 16 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Crooked Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Tar-Pamlico (HUC 03020101)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently forested with mature hardwood species. Land use in the vicinity of the project consists of residential
development, forest, and a few agricultural fields. Please refer to the USGS Location Map provided as Figure 1 and an
excerpt of the Franklin County Soil Survey Map of the site provided as Figure 2.
3b. List the total estimated acreage of all existing wetlands on the property:
>1 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2000 LF
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct the road infrastructure necessary to divide the property into individual lots for
single-family home construction.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project is approximately 16 acres in size and located south of the current terminus of Glen Oaks Drive within the
existing subdivision. Glen Oaks subdivision is located on the south side of Mays Crossroads Road (SR 1105)
approximately 3500 feet northeast of Mays Crossroads Road's intersection with Tarboro Road (SR 1100) east of
Youngsville, Franklin County, North Carolina. The project consists of extending Glen Oaks Drive across a perennial
stream channel with a riparian buffer on to a ridge of the property to serve approximately 9 lots. Heavy equipment typical
for road construction and grading will be used to construct the proposed project. The attached Sheets 1 -3 depict the
plan view, a smaller scale view of the proposed road crossing, and construction drawing details for the project. Typical
road cross-section details are provided as Buffer Impact #1 Detail. A preliminary plot plan for Lot 14 is also provided to
show that the wetland located on this lot will not be impacted.
Page 3 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ? Yes ® No ? Unknown
Comments: Impacts to non-404 jurisdictional streams and
wetlands are not proposed.
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
Agency/Consultant Company: Burdette Land Consulting, Inc.
Other: Ms. Burdette delineated wetlands located within
4c. If yes, who delineated the jurisdictional areas? the impact area of the proposed road crossing and
Name (if known): Jennifer Burdette outside of Zone 1 of the riparian buffers on Phase 2 of the
proposed development on August 13, 2010. Wetland
data and a JD form in support of the wetland
determination and delineation are attached.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NA
5. Project History
5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Mr. Mike Moss of Cawthorne, Moss & Panciera explained that the project was originally planned and Phase I constructed
by Den Mark Construction. The project went bankrupt prior to being obtained by NRV Homes. Mr. Moss stated that a
buffer determination was completed for Phase I and all impacts were avoided; however, BLC has not been unable to
obtain a copy of the buffer determination letter from the current property owner, Mr. Moss, or NCDWQ. Ms. Jennifer
Burdette reviewed, but did not observe jurisdictional wetlands or stream channels above any of the existing road
crossings of low areas in Phase 1 of the subdivision.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
This is the last phase of this subdivision. Connections to the adjacent property are required by Franklin County for future
connectivity. The western connection is located on a ridge and would not involve additional impacts. A stream channel
with a riparian buffer runs along the southern property boundary. A second connection to the south would necessitate
crossing this stream channel. A cul-de-sac will be installed short of the riparian buffer of this stream channel to avoid
impacts to the riparian buffer and stream channel.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
Page 4 of 10
PCN Form - Version 1.3 December 10, 2008 Version
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T

W1 ®P ? T
Fill Headwater ® Yes ® Corps
0.04
Wetland ? No ® DWQ
2g. Total wetland impacts 0.04
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Culvert UT to Crooked Ck ® PER
? INT ® Corps
® DWQ 3 111
3h. Total stream and tributary impacts 111
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ?P?T
4f. Total open water impacts
4g. Comments: Open water impacts are not proposed.
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
K Total
5g. Comments: Pond construction is not proposed.
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 5 of 10
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ® Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary (T) impact required?
B1 ®P ? T Road
Crossing UT to Crooked Creek ? Yes
® No 5,858 3,016
6h. Total buffer impacts 5,858 3,016
6i. Comments: The applicant has not proposed buffer mitigation for the project because the proposed road crossing is aligned
perpendicularly and does not impact more than 150 linear feet or 1/3 acre of riparian buffer.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The road crossing of the stream channel is unavoidable because the stream runs the length of property separating a ridge of
high ground from the remainder of the property. The road stub at the southern property boundary stops at the riparian buffer
to avoid impacts. The proposed lots were laid out to avoid impacts to streams, wetlands, and riparian buffers.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The road was designed with headwalls and crosses the stream channel perpendicularly to minimize the amount of stream and
riparian buffer impacted by the unavoidable crossing. It was also aligned as far upstream above the pond as possible while
maintaining one lot between the road and the property boundary to minimize the amount of wetland impact.
The applicant has not proposed compensatory stream or wetland mitigation for the project because the wetland impacts were
minimized to below the USACE's threshold of 0.10 acre of wetland impact and the stream channel impacts were minimized to
less than the 150 linear foot threshold usually used by both agencies for stream mitigation.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 6 of 10
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments:
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a . Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan included? If no, explain why.
Comments: See Sheets 2 and 3 of the Construction Plans prepared by Cawthorne, ® Yes ? No
Moss & Panciera, PC that are attached to this PCN application.
2. Stormwater Management Plan
2a . What is the overall percent imperviousness of this project? 13%
2b . Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The overall site plan contains less than
24 % impervious surface area, all stormwater from the entire site are transported primarily via vegetated conveyances,
does not include a stormwater collection system, and no portion of the project has a density equal to or greater than
24 %. Therefore, the project is appropriately classified as Low-Density. Please refer to Sheets 1 through 3 for details
regarding the diffuse plan for the project. Worksheets for five proposed level spreade rs and an Operation and
Maintenance Agreement for these BMPs are attached.
2d . If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
? Certified Local Government
2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? NA
? Phase II
3b . Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a . Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b . Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a . Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
Page 8 of 10
PCN Form - Version 1.3 December 10, 2008 Version
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
All phases of the project are included in this application.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Individual septic systems designed in accordance with Franklin County Environmental Health Department regulations.
Page 9 of 10
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
BLC checked the NC Natural Heritage Program Topographical Quadrangle Search for records of element occurences on
or near the site.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
BLC checked http://ocean.floridamarine.org/efh_coral/ims/viewer.htm.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
BLC consulted with the State Historic Preservation Office. The agency determined that the project would not impact
known historic or archeological resources. See attached correspondence.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? BLC checked the following website:
httr)://floodmaos.nc.,qov/fmis/Ma[2.asox?FlPS=060&PANEL=undefined, and found the site located outside of the 100-year
floodplain.
Jerlllifer A. Burdette 1/24/11
Applicant/Agent's Printed Name App can en sSignature
??
' Date
only i uthorization letter from the applicant
s signature is v
(Agent
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
.N .
:w BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27615
Telephone [phone] - Fax [phone]
._S
AGENT AUTHORIZATION FORM
US Army Corps of Engineers North Carolina Division of Water Quality
Raleigh Regulatory Field Office Central Office
3331 Heritage Trade Drive, Suite 105 Mail Service Center 1650
Wake Forest, North Carolina 27587 Raleigh, North Carolina 27699
To Whom It May Concern:
By signing below, the current property owner gives representatives of Burdette Land
Consulting, Inc. permission to act as their authorized agent for jurisdictional and isolated waters
and riparian buffer determinations, delineation, and permitting for the subject project. This
authorization includes permission to enter the site to conduct site meetings with US Army Corps
of Engineers and NC Division of Water Quality personnel, as necessary.
Project Name: Glen Oaks Subdivision Phase 2
BLC Project #: 10308
Current Property Owner or Easement Holder:
Name: NRV Homes
(include contact person if a corporation, partnership, or government)
Mailing Address: 12335 Wake Union Church Road
Wake Forest, North Carolina 27587
Telephone: [phone]
gnature
l
Date
Fax:"
Matthew Winslow, Owner
Print Name (include title, if appropriate)
srarec
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Beverly Eaves Perdue, Governor
Linda A. Carlisle, Secretary
Jeffrey J. Crow, Deputy Secretary
December 6, 2010
Jennifer Burdette
Burdette Land Consulting, Inc.
10212 Creedmoor Road
Raleigh, NC 27615
Office of Archives and History
Division of Historical Resources
David Brook, Director
Re: Glen Oaks Subdivision, Phase 2, Youngsville, BLC 10308, Franklin County, ER 10-2163
Dear Ms. Burdette:
Thank you for your letter of November 17, 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,
671peter 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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Level Spreader iD: ,
2 7 ft. (perpendicular to flcA)
Leven Spreader Lengti r -
Drainage Area o-83 ac. (on-site and off-site drainage to the level spreader)
0.28 ac. (on-site and off-site drainage to the level spreader)
Impervious Area - % (6% for forested, leaf littler cover, 8% for thick ground cover)-
pia ;irnum Filter StripJBu?auer Slope ---
grass
Max. Discharge from a 10 Year StLrrn 2.08 css
Max. Discharge to Level Spreader Z-09 cis
Filter Strip/Buffer Vegetation K94S s (thick ground over or grass, canopied forest with leaf fitter
groundcover)
Pre-treatment or Bypass Method A//R
II. REQUIRED ITEMS CHECKLIST docurnentation
is a Initial in the space provided to indicate eexplanation lof why. At aQminirnum a complete stormwateromanagement plan submittal ncludes
requirement has not been met, attach an n spe a worksheet for each BMP, design oaoor ?and rnaintena do ag? meat. An i mWng pleBMub,?affal packag?vall Cesdl{ta;lsa, raguGtlfor
drainage plan and a fully executed ope
additional information and will substantially delay final review and approval of the project.
Applicants Initials
/Mm Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with lea
litter.
Pre-Form Scour Holes are on flat slopes only
M M No structures are located in protected buffee
if bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Y" M Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
MM No structures are located in protected buffers.
M M Plan details for the bypass and outlets are provided.
¢?
Mm The operation and maintenance agreement includes annual erosion and vegetation repair.
MM The operation and maintenance agreement signed and notarized by one responsible party is provided.
" Level spreaders in series can be used an slopes of up to 15% in forested areas with leaf litder coder or on slopes of up to 25% in areas
4,th thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requsres a
minor variance in p€oteried buffer areas. In any event the second level spreader cannot be located in Zone i of a protected buffer area-

DIVISION ,II WA T EIS QUALITY •• LEVEL SPREAt ER ??D ?t°.SI?EE s
rtar?.•-.nv t :i._2?`tix Ilrt rr y aij?iti{]i, ?'
i, PROjECI ;4 F s€? OAks S116D PN Z
Project Name : S Phone Numher:
contact Person: RCN/ A nao
Level Spreader ID: _

Level Spreader Length fi
t`.
0,73 ac.
Drainage Area
Impervious Area ac.

Maximum Filter Strip/13 ter Slope ? ?1p
grass
Max. Discharge fro, t a 10 Year Storm / • 83 cis
i
Max. Discharge to Level Spreader
i s
?? 8 3 c
G''s
on
Filter StriplBuffer Vegetat
(perpendicular to flc:rv)
(on-site and o;;-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover=
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method ??/A
REQUIRED ITEMS CHECKLIST
A If
Initial in the space provided to indicate thefolla won of design
At a minimum, complete stormwater management plan submittal includes
requirement has not been met, attach an xp ure a worksheet for each BMP, design calculations, hand maintenance ag.?eement. An f? mpall le BMP?mal?l ?ueag ?ll resaltta,l a ?uestlfor
drainage plan and a fully executed operation
additional information and will substantially delay final review and approval of the project.
Applicants Initials
,W M Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
M M No structures are located in protected buffee
If bypass method specified in the Draft Level Spreader Design Option Document:
X1A Bypass method is specified (if applicable) and plan details and calculations are prwiMed
1"r4 Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
IWM No structures are located in protected buffers.
/t% Plan details for the bypass and outlets are provided.
/Y1 A The operation and maintenance agreement includes annual erosion and vegetation repair.
/K The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler coder or On slopes of up to 25% in areas
raft with thick ground cover or grass if designed I an according n4 the second level, spreader cannot D g be located t in Zone ff of a protected b ter area, to the D I
minor variance in prote.caed butte any
A3
t ;Uu Pr 'jtfi: ;!::s
011 jl S;GN Ertl- rVYA'I ER QUAL11 Y .. LEVEL SPREADER W'i RIKSHEL 3
i. PROjEaCT IP F ? ? a7 ,. SvB oiViS?o PN Z
Project blame : GL?i?`_D_?-.?
fYJ/G/?AL? A /YIDfS Phone Nun. ber:
contact Person:
Level Spreader ID: .
Level Spreader Length c (perpendicular to flow)
the level spreader)
Drainage Area -o.33 ac. (on-site and off-site drainage to
Q, o g ac. (on-site and off -site drainage to the level spreader)
Impervious Area
6?% b for forested, feat littler cover, 8% for thick ground C4vtir)=
Maximum Filter StriplBuffer Slope
grass
Max. Discharge from a 10 Year Storm 69 83 cis
Max. Discharge to Level Spreader D. B 3 cfs thick round cover or grass, canopied forest With leaf litter
Filter Strip/Buffer Vegetation G,Q?tSS ( 9
groundcover)
pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
/H m Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
fitter.
?? ..-Pre-Form Scour Holes are on flat slopes only
M No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
N/LI_Bypass method is specified (if applicable) and plan details and calculations are provided
_ Ale Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
M M No structures are located in protected buffers.
m ,,7 Plan details for the bypass and outlets are provided.
M The operation and maintenance agreement includes annual erosion and vegetation repair-
A __The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf li:tiler coder or on slopes of up to 25% in areas
ktiitti thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requ res a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in tone t of a protected buffer area.
y
Erna Projet"t;.;, - -
qG'?v.' . I~ €„ e e U ":L` z LEVEL SPREOWER €?,f OR'KSHEE l
C3tl1?,1?? 6?k" 9
C riipUt :QISoV:^,3ii iisv?{jji€sit
project Name :
Contact Peron: I !• ?.G! /? Mo SS Phone Number:
Level Spreader ID: .
Level Spreader Length _ 5 f",
0.15 ac.
Drainage Area c'
Impervious Area -o
/0
C
p
MaGdmum C 1 ilter Sip/Bu fer Slope ?
grass
Discharge €rom a 10 Year Storrn
Max D. 3o cis
.
Discharge to Level Spreader
Max o . 3?3 cis
.
Filter Strip/Buffer Vegetation G Rk53
(Perpendicular to flew)
(on-site and `-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(S% for forested, lea` iitstler over, 8% for thick ground cover)*
(thick ground over or grass, canopied forest V th leaf litter
groundcover)
Pre-ueairnnt or Bypass Method N11&--
II, REQUIRED ITEMS CHECKLIST ing
documentation
is a Initial in the space provided to indicate the of why. At require, rients have been met and
a complete stormwaterom nagem nt plan submittta( ncludes
requirement has not been met, attach an ure a worksheet for each BMP, design oo ocalculations,
maintenardce specifications agreement An i?ccgmpall B leg submittal packag?vcl! resalt?,la requestlfor
drainage plan and a fully executed operation
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick around cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
ded
^/I/} Bypass method is specified (fl applicable) and plan details and calculations are provi
!vJ /? Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
IV No structures are located in protected buffers.
/h rn Plan details for the bypass and outlets are provided.
F1 M The operation and maintenance agreement includes arinuai erosion and vegetation repair-
Id The operation and maintenance agreement signed and notarized by the responsible party is provided.
`Level spreaders in series can be used on s of up to 15% in forested areas w[Fri leaf littler cover or on slopes of up to 25? in areas
?ero cumen vzffr thick ground cover or grass fl designed according ?th t se o`ad level spreader c a nog be locate??n Zonet'I of a p? tected bu€fer• area.
minor variance in protected buffer areas. In ary .. spreader
:0-1 S
DWO Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1, PROJECT iNFORVIATIOaa (please complete the following information):
Project Name : ??-Lr?? d?/?5 SV'6D Ay Z
Contact Person: /J9/Gfl4?G 19 . n'?OSS Phone Number.
Level Spreader ID
Level Spreader Length 5'3 ft. (perpendicular to flow)
Drainage Area A to ac. (on-site and off-site drainage to the level spreader)
Impervious Area O. AS ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StriplBuffer Slope G % (6% for forested, leaf littler cover, 8% for thick ground cover)`
grass
Max. Discharge from a 10 Year Storm y o/ cfs
Max. Discharge to Level Spreader 0L_ cfs
Filter Strip/Buffer Vegetation l: RF?SS (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method lv
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
M:# Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
fitter.
?/A Pre-Form Scour Holes are on fiat slopes only
M No structures are located in protected buffee
If bypass method specified in the Draft Level Spreader Design Option Document:
??( Bypass method is specified (if applicable) and plan details and calculations are provided
M /h Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
min No structures are located in protected buffers.
1 rh Plan details for the bypass and outlets are provided.
e _M The operation and maintenance agreement includes annual erosion and vegetation repair.
MA The operation and maintenance agreement signed and notarized by the responsible party is provided.
t Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Permit Number:
(to be provided by DW!2)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic, requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/ debris is present. Remove the trash/ debris.
system
The flow splitter device The flow sputter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3
BMP element: Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant aground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo a of the level lip,
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet 401 Oversight Unit at 919-733-1786.
Form SWU441-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: rL6/ d191KIS S v 8J)061 o a PH4SEL -r-we)
BMP drainage area number: GE!/-L SP2> p ,e5 I - 5
Print
Title: / llc?L? .I-
V - n s n
i?
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, MICI-/45L /9- Floss , a Notary Public for the State of
/V02-'// 0;#41U,'R , County of y? lgkr- , do hereby certify that
FYI&7WA-1 141WSt aw personally appeared before me this /o'"1
day of .,o,?o;vIX , 210 J/ , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
`` X%%1%1tu111111i
A. ?0
9 mu
CUs L
SEAL
My commission expires -.eJL
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3
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GRAPHIC 00SCALE
0' USGS LOCATION MAP N
2000' 0 2000' GLEN OAKS SUBDIVISION PHASE 2
YOUNGSVILLE, FRANKLIN COUNTY, NC
•'"N''•• DATE: 11-08-10 USGS 7.5' TOPO QUAD:
FRANKLINTON
BURDETTE LAND CONSULTING, INC. DRAWN BY: TMB
:W E+
10212 Creedmoor Road - Raleigh, North Carolina 27615 CHK'D BY: JAB
Telephone [phone]-Fax [phone]
S PROJECT #: 10308 FIGURE #: 1

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V = 2000° FRANKLIN COUNTY SOIL SURVEY MAP ?
2000' 0 2000' GLEN OAKS SUBDIVISION PHASE 2 ?
YC)L: NGSVILLE, FRANKLIN COUNTY, NC
DATE: 11-08-10 SHEET(S):9
° ° BURDETTE AN CONSUL UNG, INC ® DRAWN BY: TMB C1-1<_'D BY: JAB
;4M -E°
10212 Creedrnoor Road - Raleigh, North Carolina 27615
Telephone [phone]-Fax [phone] PROJECT #: 10308 F11"JU #: 2
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PRELIMINARY PLOT PLAN FOR
GLEN OAKS, PH. 2
LOT 14, GLEN OAKS SUBDIVISION, PH. 2
FALLING LEAF DRIVE
REF: M.B. 2010, PAGE
YOUNGSVILLE TOWNSHIP
FRANKLIN COUNTY, NORTH CAROLINA
OCTOBER 7, 2010
ZONED AR
N/F 60 30 0 6,0 120
•
Ilk, WILLIAM',MORRIS HILL '
D.B. 814, PG. 213
PRF 2, SLIDE-Z5-A
W \\ 224.93 'SCALE 1 "=60
rn ,
\ ? ?
a- 6 C3
1
z w
Z? 'I - - `
o
_ m m _ , % in ••
W 6 C; C;
100 TAR %ftMLICO
RIVER RIPARR?IAN ? . BUFFER
%
%
2ab' I ',I 863,817 ?EASEMENT ' ,1 1 .Sq. fit.
01 -? 1 ,
1.9 9`,3 A Q. ;
/ •, l , I , ! 1 ' 28.5'
I /
PROPOSED i
HOUSE
%
LOCATION
PROPOSED
DRIVEWAY,
WETLANDS
,
165.7'
Y'
,
THIS SURVEYOR DOES NOT
WARRANTY THE ACCURACY
OF ARCHITECTURAL DIMENSIONS.
'/-- / THEY ARE TO BE VERIFIED BY
THE CONTRACTOR.

CAWTHORNE, MOSS
& PANCIERA, P.C.
Professional Land Surveyors
C-1525
333 S. White Street
Post Office Box 1253
Wake Forest, N.C. 27588
[phone]
NOTES:
-THIS PLAN DOES NOT REFLECT AN
ACTUAL SURVEY. IT IS A PRELIMINARY
PLAN AND SHOULD BE USED FOR ITS
INTENDED PURPOSE ONLY.
-NOT FOR RECORDATION, CONVEYANCES,
OR SALES