20061321 Ver 2_More Info Received_20061213

Blackburn Consulting Engineering
234 East Main Street
Clayton, NC 27520
Phone: [phone]
Fax: [phone]
December 12, 2006
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RECEIVED
US Army Corps of Engineers NCDENR - DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, NC 27615 Raleigh, NC 27604
Attn: Ms. Jean Manuel Attn: Mr, John Dorney
RE: Nationwide permit 39, section 404, 401 water quality, and Riparian Rules.
To Whom It May Concern:
On behalf of Joyce V. Lipscomb Canady, I am re-submitting an application for
stream crossings for a Glen Laurel East subdivision. Enclosed you will the following:
1. An application ~ U 2~2ann~
2. Impact Detail Sheets (~ (~ v D
3. USGS Map
4. Johnston County Soil Map , DEC 1 3 2006
5. An agent authorization form from the owner . ~ wA~ ~~
6. A check for $200 for the 401 certification wEnn~A~sm~g~H
7. Construction Plans
8. Storm Calculations .
9. Wetland Plat
10. Buffer Letter .
11. Level Spreader worksheets.
12. Map showing buffer zones for entire property. .
13. Notarized Operations and Maintenance Agreements for Level Spreaders -~
14. Conceptual Plan Drawing
These crossings are necessary for access to the property. Please contact me
immediately if you have any questions or concerns with this application.
Every effort has been made to avoid and minimize the impacts. There are no
wetland impacts, one road crossing, and one aerial sewer crossing.
Sincerely, _
~~.
mean P. Hein, PLS
j2~r-~ ~h/~ Pl~n~=~T ~ Oh~i3~~

Office Use Only: Form Version March 05
USACE Action ID No. ~ DWQ No. V a. ~ to _ ~ 3 a I
(tf any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
~'"!P~!"-a~
I. Processing .:' ` ` - ''.
~~~CEiVED
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ~,~
II. Applicant Information -~
J~:~: ~ ~Ul)b
1. Owner/Applicant Information
Name: Jovice V. Lipscomb Canadv ~~~~;r, 4i. v.t~i ~`.""~°'' Y
Mailing Address: 328 E. Main Street ~ {~~ ~~r a ~RANGN
Clanton, NC 27520
Telephone Number: 919-553-7176 Fax Number: 919-553-0330
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean P. Hein
Company Affiliation: Blackburn Consulting En ing_ Bering
Mailing Address: 234 East Main Street
Clanton, NC 27520
Telephone Number: 919-553-2900 Fax Number: 919-553-7298
E-mail Address: seanhein(a,yahoo.com
Page 5 of 12

III. Project Information
5.
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Glen Laurel East Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1688-47-7273 & 1688-56-1489
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number): New Subdivision
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, Take
Hi~hway 70 east to Highway 42 East to Glen Laurel Road, left on Vinson Road Left on
Neuse Ridge Drive, Right on Kensin on, Ri t into project.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Detail Sheet °N
6. Property size (acres): 73.0 Acres
7. Name of nearest receiving body of water: Un-named Tributary to Neuse River
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Vacant, Wooded Property
attach a sheet that
°W
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
Grading & clearing for residential roads. standard clearing & grading equ~ment to be used
11. Explain the purpose of the proposed work:
Property to be developed for single family subdivision
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.-- This is a new subdivision adjacent to the existing Glen Laurel
Subdivision. Glen Laurel has filed wetland and stream crossings impacts. This is a new
property that ties to Glen Laurel Subdivision. No previous impacts requested on this property.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Plans submitted are complete for this subdivision. No other impacts planned or anticipated to
This site or the individual lots shown.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: One permanent impact for a stream
crossing. One buffer impact for a Sanitary Sewer Crossing
Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0.5186 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
1 UT-Neuse River Fill Perennial 3' 135' 0.01
2 UT-Neuse River Aerial Sewer Perennial 6' 0 0

Total Stream Impact (by length and acreage) 135' 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
indicate on ma
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc. Area of

Impact
acres

Total Open Water Impact (acres)
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.01
Wetland Irri act (acres):
O en Water Im act acres
Total Im act to Waters of the U.S. (acres)
Total Stream Im act (linear feet): 135
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes X No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Road Crossing necessary to
access nronerty. Site limited to one road crossing and placed between wetlands and the
narrowest creek crossing to avoid as much impact as possible.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page9of12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No proposed mitigation submitted with this application. If mitigation is required. Payment to
NCEEP will be requested at that time.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 135
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12

IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ^ No X
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
identify Meuse )? Yes X No ^
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
s uare feet Multiplier Required
Miti ation
1 9,427 3 (2 for Catawba) 28,281
2 4,801 1.5 7,202
Total 14,228 35,483
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Payment into the riparian buffer restoration
fund
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. This subdivision has a minimum lot size of 1/3 acre. Total impervious not expected to
exceed 26% Additionally level spreaders are designed at all the runoff outlets using 13' per cfs of a ten
year storm
XII. Sewage Disposal (required by DWQ)
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.
All lots will utilize Ci sewa~te disposal usin sg_anitary sewer lines.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No X
Is this anafter-the-fact permit application? Yes ^ No X
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No X
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The entire property has been reviewed and the plan has been designed to avoid all impacts
except the ones requested in this submittal. There will be no other wetland or buffer impacts to
this site. All lots will be buildable without further impacts. Impervious runoff is low and
hazardous uses are proposed. Level Spreaders are being used to minimize impacts.
Downstream water quality will not be impacted by this development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
_~ j
"~ Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

:~.
,,". Blackburn Consulting Engineering
234 East Main Street
:: ` Clayton, NC 27520
`~ Phone: [phone]
~~ Fax: [phone]
Re Project: Glen Laurel East Subdivision
i~
To Whom It May Concern:
I, Joyce V. Lipscomb Canady, the current property owner, hereby designate and
authorize Blackburn Consulting Engineering to act on my behalf as my agent in the
processing of permits and applications, to furnish upon request supplemental information
in support of permits and applications, ect. from this day forward. The 10th day of
August 2006.
,,'
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' Joyce V. Lipscomb Canady
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SHEET NO. 1 OF 16

DWQ Project No. ~ - t 3 `ZI'
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the followin
Project Name : ~ZEK LAFik'E~ ~
Contact Person: S~'.4 N ~'. NE~iS/
Level SpreaderlD:_
Level Spreader Length 3<o i ft.
Drainage Area 4, '75 ac.
Impervious Area U~ Z. ac.
Maximum Filter Strip/Buffer Slope `7
grass
Max. Discharge from a 10 Year Storm ~, t~ cfs
Max. Discharge to Level Spreader ~ ~ cfs
Filter StripBuffer Vegetation ~` ~ Vii,"
Pre-treatment or Bypass Method N~~f~
REQUIRED ITEMS CHECKLIST
information):
Phone Number. (~~) SS,~ ~- Z9DV
(perpendicular to flow)
(on-site and off-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)
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 mef, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design ca~ulafions, 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.
Aoulicants Initials
p!y Level spreader is at leas . per cf for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
.~P~/ Pre-Form Scour Holes are on flat slopes only
.sf~H No structures are located in protected buffers*
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
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 cover or on slopes of up to 25°k in areas
with thick ground cover or grass if designed acx:ording 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.

DWQ Project No. ~~ " 1 ~ ~~
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION ( lease complete the following
Project Name : _,
Contact Person: h~
Level Spreader ID: , ~ _. ~ ~ ~
Level Spreader Length ~ ft.
Drainage Area , ~ ~; ac.
Impervious Area a. y ac.
Maximum Fifter StriplBuffer Slope ~ ~
grass
Max. Discharge from a 10 Year Storm ~ '2. cfs
Max. Discharge to Level Spreader ~~ ~ cfs
Filter StripBuffer Vegetation ~j' rod'-E,~ T
Pre-treatment or Bypass Method /~/rJ lUt:
REQUIRED ITEMS CHECKLIST
Phone Number:
(perpendicular to flow)
(on-site and off-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)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f 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.
A licants Initials
Level spreader is at lea 13 ft. per cfs or 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
r,~` f No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
%f
I~/
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
,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 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.

DWQ Project No. ~~ - /,3 ,~ ~
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : ~ ~ ' L ~ ~ ~-
Contact Person: _ ~' ~ ._ i~F//tl Phone Number. ~~~~ "'-y y(~
Level Spreader ID: , ~s _ /.~,7" +~
Level Spreader Length ft. (perpendicular to flow)
Drainage Area ~ ~ :~ ac. (on-site and off-site drainage to the level spreader)
Impervious Area a~ ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 1`?, y % ((i% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm +~ ~ cfs
Max. Discharge to Level Spreader ~ y cfs
Filter StripBuffer Vegetation4r~ ~ ~oR~S t (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method t'~Ib/VC
11. 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 indudes
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.
A lica~nts Initials
. S~/~' Level spreader is at leas 13 ft. per for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
~P/~ Pre-Form Scour Holes are on flat slopes only
c~_No structures are located in protected buffers*
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
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 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.

DWQ Project No. O ~-- / ~ ~- ~
DNISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : L;L ~! LA ~ L Y'AS ~'
Contact Person:
Level Spreader ID:. Gtr .,,,, ~-OT ~ ~?
Level Spreader Length /' ~ ft,
Drainage Area ~ IC3 ac.
Impervious Area (~. 7 ac.
Maximum Filter Strip/Buffer Slope /~61 ,7 %
grass
Max. Discharge from a 10 Year Storm / ~~ `/ cfs
Max. Discharge to Level Spreader r D , y cfs
Filter Strip/Buffer Vegetation ~1 " ~~S ,-
Pre-treatment or Bypass Method N~ I~+~C
REQUIRED ITEMS CHECKLIST
Phone Number. (~?X~_ _SS3 -Z
(perpendicular to flow)
(on-site and off-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)
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 indudes
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.
Aaolicants Initials
5~ / -Level spreader is at least 3 ft. r or thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
_ ' f'f 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:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement indudes annual erosion and vegetation repair.
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 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.

DWQ Project No, dfo ~- ~ 3 Z/
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following
Project Name : CI.En~ ~L
Contact Person: SE,.1JJ t•/E/h/
Level Spreader ID:. ~Z _ Lr>T ~ ~/
Phone Number.
Level Spreader Length ~ ~ ft,
Drainage Area ~. ~ ~ ac.
Impervious Area d. y ac.
Maximum Filter Strip/Buffer Slope i U. Ski
grass
Max. Discharge from a 10 Year Storm ~i `/ cfs
Max. Discharge to Level Spreader _.~~ cfs
Filter StriplBuffer Vegetation ~ ~o/~S T
Pre-treatment or Bypass Method NGY~E
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-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)
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 indudes
a worksheet for each BMP, design calculations, plans and spedfications 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.
Aoolicants Initials
,SO/!- Level spreader is at leas 3 ft. per cf 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
No structures are located in protected buffers*
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
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement indudes annual erosion and vegetation repair.
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 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.

DWQ Project No. ~~ °" f' ~ ~~
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name : G~~E~/ ~v~G ~'`
Contact Person: SEdri ~ ~ NFEInL
Level Spreader ID: _ ~~ ~ (3~/~yU ~ ~ ~
Level Spreader Length ~ ft.
Drainage Area o, f/30 ac.
Impervious Area ~~ Z ac.
Maximum Filter Strip/Buffer Slope O~ ~~
grass
Max. Discharge from a 10 Year Storm 3,c~ cfs
Max. Discharge to Level Spreader ~e ~ cfs
Filter StriplBuffer Vegetation ~~' I=o~i`S~;
Pre-treatment or Bypass Method ~(o~l/~
REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
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.
Aoalicants Initials
Si'H Level spreader is at lea er cf or thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
SPIT Pre-Form Scour Holes are on flat slopes only
~~i,~~No structures are located in protected buffers*
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
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Phone Number.
(perpendicular to flow)
(on-site and off-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)*
* 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.

DWQ Project No._ ~ ~- / 3 Zj
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please c
Project Name
Contact Person: til
Level Spreader ID:. ~~ -_ BtHyN~
the following information):
/AT ;~ g6
Level Spreader Length ~y ft.
Drainage Area i ~ /~ ac.
Impervious Area d.. ac.
Maximum Filter Strip/Buffer Slope ."7
grass
Max. Discharge from a 10 Year Storm ~.• r cfs
Max. Discharge to Level Spreader 7 % cfs
Filter Strip/Buffer Vegetation ~~ ; s
Pre-treatment or Bypass Method /ry/VC~
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-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)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal indudes
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.
Aoolicants Initials
5~_Level spreader is at lea's 13 ft, r cf or thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
~,0+/ Pre-Form Scour Holes are on flat slopes only
s~Q~ No structures are located in protected buffers'
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
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 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.

DWQ Project No._ ~6 ~ / ~2 t'
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : ~ ~ f
Contact Person: ~ Phone Number.
Level Spreader ID:. ~ ~ ~ DT ~. ~y
Level Spreader Length ~~ ~ ft,
Drainage Area f9 . ~"S ac.
Impervious Area D, O ac.
Maximum Filter Strip/Buffer Slope ~, ~
grass
Max. Discharge from a 10 Year Storm 2i r cfs
Max. Discharge to Level Spreader Zo ~ cfs
Filter StripBuffer Vegetation ,Sa " towF_S -~
Pre-treatment or Bypass Method J~~/E
REQUIRED ITEMS CHECKLIST
-Z
(perpendicular to flow)
(on-site and off-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)
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 indudes
a worksheet for each BMP, design calculations, plans and spedfications 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 infomtation and will substantially delay final review and approval of the project.
Applicants Initials
__~,~ Level spreader is at least 3 ft. c for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
R!>H Pre-Form Scour Holes are on flat slopes only
SAN No structures are located in protected buffers*
If bypass method spedfied in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
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 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.

The .level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
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 pa~. ~ n
---- ~,
,_
Print name: '`~ VCJ i ~ ~ r V d l_.~-
Title: ~ ~ ~°i h'
Address: S !'-~ ` ~ ~" G ~~~~
Phone: ~- ~ `-
r
Signature:
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
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, G~~ ~• ~~/U~/~®L , a Notary Public for the State of /LQ~~ C.~/~f' ,
County of ~A~~/ , do hereby certify that ~ IGc~ GTi~~ c~9~4~'
personally appeared before me this 6//~ day of ~~~~.~' , ~-~ ,and acknowledge the due
execution of the
official seal,
>~oing wet
~~
basin maintenance requirements. Witness my hand and
Not~-y , No~ir- (~a-oli-is
Co~~nty gt,k~hrtston
C. L. MoNichol
SEAL
My commission expires ~i`--1l~-0~
Page 1 of 1

~GEi~ ~-.4~r,~ Fps T PN~gs~ ~
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above*~9 agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party. **until such time as said maintenance is assumed by
Glen Laurel HOA or the Town of Clayton.
Print name: GLEN LAUREL DEVELOPMENT CO. , INC.
Title: Developer
Address: 300 Market St. , Suite 1 20, Chapel Hill NC 2751 6
Phone: [phone]~?2, ~ ~ /, ~~
Signature: by: r--.~{~y`~~~ 1 l ` Assistant Vice President
Date: October 2, 2006 ~-
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~ s . Elaine Hudspeth , a Notary Public for the State of Nc
County of Wake , do hereby certify that JAMES M. EARNHARDT, ASSIS'PANT VP
OF GLEN LAUREL DEVELOPMENT CO., INC.
personally appeared before me this 2 day of october 2006 ,and acknowledge the due
execution of the forgoing wet [wetland) detention basin maintenance requirements. Witness my hand and
official seal,
OFFICIAL SEAL
S. EL~1E HUDSPETH
WAKE~OUN~'TY NC
y`y ~,asian Expired
SEAL My commission expires ~ ~' 3 -
Page 1 of 1

~' .
F W A Tfi Michael F. Easley, Governor
'. ~; ~ 9 William G. Ross Jr., Secretary
,~ `O~ QG North Carolina Department of Environment and Natural Resources
Uj ~ Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
~ ~ Page 1 of 1
July 18, 2005
NBRRO#OS-185
County: Johnston
Blackburn Consulting Engineering
234 East Main St.
Clayton, NC 27520
Attn: Mr. Sean Hein
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Anneal Call
Project Name: Joyce Lipscomb Property
Location/Directions: Located off SR 1903 Southeast of East Clavton School.
Subject Stream: UT to Neuse River
Date of Determination: 7/13/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Surve Located on USGS
Topographic
A @NBR Start Flag
1129A X
B Pond X
C @NBR Start Flag
C 24 pts X

Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748

Joyce Lipscomb Property
7/18/2005
Page 2 of 2
~ .
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing do Cyndi Karoly ,DWQ Wetlands/401 Unit, Z32I Crabtree
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 1 SOB of the North Carolina Genera[ Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N. C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
-Y~..e.lnc~% ~~
Michael Horan
Environmental Spec. I
CC: Ahmad AI-Sharawneh -Land Quality, 3800 Barrett Drive, Raleigh, NC
Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
Debbie Edwards Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files

~,
' .. ..
,~~
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: ? ~A~Ja~~ Project: ~ Latitude:
Evaluator: Site: Longitude:
Total Points: Other
Stream is at least intermittent County 1A, ~ e, quad Name•
if 219 or erennial if 2 30 ~\~~" ms"s" ' ~ 9• .
. /'
A. Geomor holo Subtotal = ~ ) Absent Weak Mo ate Strong
1a. Continuous bed and bank 0 1 3
2. Sinuosity 0 1 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 ~'_`~~'I' 2 3
7. Braided channel ~' . 1 2 3
8. Recent alluvial deposits - 1 2 3
9a Natural levees p 1 g
10. Headcuts 0 1 3
11. Grade controls 0 0.5 f
12. Natural valley or drainageway 0 0.5 1 1 5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
3
..,o, .-..,ova ~.wuca me uuu aicu, acc uiaw~nn i5 ill ~I~d$IUiil
'~
B. Hvdroloav (Subtotal = ~ k~ 1 "~
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season 0 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Ye = 1.5'`~
C. Bioloav (Subtotal = -~ 1
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 0
22. Crayfish 0 1 1.5
23. Bivalves 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance} 1 1.5
27. Filamentous algae; periphyton 0 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other - 0
~«~~~~ ~~ d~ w c ~ wcus on uie presence or upiana plants, item za rocuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)

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NC ^ ~
QUADRANGLE LOCATION
1 2 3
4 5
6 7 8
1 Ral¢igh Eaet
2 Knlghtdale
3 Zebulon
4 Garner
5 Flowers
6 Edmondson
7 Powhatan
8 Selma
ADJOINING 7.5' QUADRANGLES
-- ~' - ,f - 5°37'30"
'36 • '37°°°'"E r 78 ° 22'30"
INTERIOR- GEOLOGICAL SURVEY, RESTON, VIRGINIA - 2004
ROAD CLASSIFICATION
Primary highway Light-duty road, hard or
hard surface ........ improved surface ......
Secondary highway
hard surface ........ Unimproved road ...... , _ _ _ _ _ _ - _
!Interstate Route ~ ~ U.S. Route ~ j State Route
CLAYTON, NC
2002
NIMA 5355 III NE-SERIES V842
m ~
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_ _ 10000 Feet
3 ]Kilometers
~~on < .o~,,,,,, ~«
SHEET NO. 1 OF 16

"r .
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200620198 County: Johnston U.S.G.S. Quad: Clayton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Joyce V. Lipscomb
Address: 315 Cresent Drive
Clayton, NC 27520
Telephone No.:
Size and location of property (waterbody, road name/number, town, etc.) The property is located northeast and
east of Kensington Court, east of Glen Laurel Subdivision, east of Clayton, Johnston County, North
Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there maybe Waters of the US, including wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
B. Approved Determination
_ There are Waters of the US, including wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
We strongly suggest you have the Waters of the US, including wetlands, on your property delineated. Due to
the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered fmal, any delineation must be verified by the Corps.
The Waters of the US, including wetlands, on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
X The Waters of the US, including wetlands, have been delineated g' s e did are accurately depicted on
the plat signed by the Corps Regulatory Official identified below on ~~=~~~006. Unless there is a change
in the law or our published regulations, this determination may be relied upon for a period not to exceed five
years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official: ,~~ _ m~,,.,,, , ~(~
as ~ ~ ~"`~ ~"^
as ~~
Date ch 2006 Expiration Date 3 2011
Page 1 of 2

r
Action Id. 200620198
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
pernut may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Jean B. Manuele at
919-876-8441. Ext. 24.
C. Basis for Determination
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual and is adjacent to stream channels located on the property. The stream channel on the property is an
unnamed tributary to the Neuse River, which flows into the Neuse River and ultimately flows to the Atlantic Ocean
through the Neuse River in North Carolina.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as
indicated in B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object
to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331.
Enclosed you will fmd a Notification of Appeal Process (NAP) fact sheet and request for appeal (RPA) form. If you
request to appeal this determination you must submit a completed RFA from to the South Atlantic Division,
Division Office at the following address:
Mr. Michael Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, if must be received at the above address by 31
May 2006.
** It is not necessary to submit an RFA form to the Division Engineer if you do not object to the determination in
this correspondence.**
Corps Regulatory Official (Initial): O~C3M
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: Mr. Sean Hein, Blackburn Consulting Engineering, 234 East Main Street, Clayton, North
Carolina 27520

REVISED DRAINAGE CALCULATIONS
GLEN LAUREL EAST PHASE 1
March 21, 2006
Blackburn Consulting Engineering
234 E. Main Street
Clayton, NC 27520
Ph. [phone] Fax [phone]
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Glen Laurel East Storm Drainage Calculations
Inlet DA Sum DA C I Q Pipe Length HW H
Void
2 0.85 0.85 0.7 8.2 4.9 18" 34' 1.3' 0.3'
EXIST 0 5.25 0.5 8.2 21.5 24" 264' 2.9' 3.2'
3 13.7 13.7 0.5 9.8 67.1 42" 32' 4.0' 1.5'
3A 0 13.7 0.5 9.8 67.1 42" 151' 4.0' 1.9'
4 0.2 0.2 0.5 8.2 0.8 1 5" 27' 0.5' 0.1'
5 0.95 1.15 0.5 8.2 4.7 15" 43' 1.4' 0.6'
5A 0.9 15.75 0.5 9.8 77.2 42" 160' 4.6' 2.4'
6 0.5 16.25 0.5 9.8 79.6 42" 85' 4.7' 2.2'
7 0.4 0.4 0.5 8.2 1.6 15" 48' 0.7' 0.2'
8 0.95 1.35 0.5 8.2 5.5 15" 27' 1.5' 0.8'
9 0.25 1.6 0.5 8.2 6.6 18" 155' 1.5' 0.9'
10 0.05 0 ~ z~ A~r65 0. z~ 0.5 8.2 Dom' (. t~ 15" 4~'Zh 0.3' 0.1'
11 0.75 0.75 0.5 8.2 3.1 15" 66'q~ 1.0' 0.3'
12 .Q~- ~ 1 0.5 8.2 4.1 15" B3' y Cp 1.2' 0.5'
13 0.25 1.25 0.5 8.2 5.1 15" 87' 1.4' 1.0'
14 0.5 1.75 0.5 8.2 7.2 18" 27' 1.6' 0.6'
15 0.1 1.85 0.5 8.2 7.6 18" 152' 1.7' 1.1'
16 0.5 0.5 0.5 8.2 2.1 1 5" 52' 0.8' 0.2'
1 7 1.3 1.8 0.5 8.2 7.4 1 8" 26' 1.6' 0.7'
18 0.8 2.6 0.5 8.2 10.7 24" 27' 1.7' 0.4'
1 9 0.2 0.2 0.5 8.2 0.8 1 5" 30' 0.5' 0.1'
20 0.1 2.9 0.5 8.2 11.9 24" 132' 1.8' 0.7'
21 1.45 1.45 0.5 8.2 5.9 15" 27' 1.6' 0.9'
22 0.25 1.7 0.5 8.2 7.0 18" 111' 1.5' 0.8'
23 0.6 0.6 0.5 8.2 2.5 15" 27' 0.9' 0.2'
24 0.15 0.75 0.5 8.2 3.1 15" 102' 1.0' 0.4'
25 0.05 0.8 0.5 8.2 3.3 15" 109' 1.1' 0.4'
25A 0 0.8 0.5 8.2 3.3 15" 124' 1.1' 0.4'
26 47.2 CN75, 8.2"rainfall, Type B soil 190.0 60" 106' 6.5' 2.3'
27 1.00 1.00 0.5 8.2 4.1 15" 27' 1.2' 0.5'
28 0.10 1.10 0.5 8.2 4.5 15" 68' 1.3' 0.6'
29 0.35 0.35 0.5 8.2 1.4 15" 27' 0.4' 0.2'
30 0.20 0.55 0.5 8.2 2.3 15" 50' 0.9' 0.2'

Inlet
Void
CB#2
EXIST
YI#3
YI#3A
CB#4
CB#5
CB#5A
YI#6
CB#7
CB#8
CB#9
CB#10
CB#11
CB#12
CB#13
CB#14
CB#15
CB#16
CB#17
CB#18
CB#19
CB#20
CB#21
CB#22
CB#23
CB#24
CB#25
YI#25A
HDW#26
CB#27
CB#28
CB#29
CB#30
Glen Laurel East Storm Drainage Table
Station DA Sum DA Discharge Top Inv In Inv Out Culvert Length Slope Outlet
10+41 0.85 0.85 4.9 200.04 - 195.6 18"
21+04.50 0.00 5.25 21.5 199.11 194.0(#2) - -
193.5(#1) 193.2 24"
13.70 13.70 67.1 200.00 - 194.0 42"
0.00 13.70 67.1 200.00 193.8 193.6 42"
12+82 0.20 0.20 0.8 198.17 19 ~ ,-( 1~jt~°I L'R 15"
12+82 0.95 1.15 4.7 198.17 a-94-6 'F93"S bat-t ~15"
13+25 0.90 15.75 77.2 198.62 #9346f#5) ~•?
~
191.7(#3) 16t!+~L~ 42"
0.50 16.25 79.6 189.00 183.0 182.8 42"
10+35 0.40 0.40 1.6 192.06 - 188.1 15"
10+83 0.80 1.35 5.5 192.63 187.8 ~~9" f~~s 15"
10+83 0.25 1.6 6.6 192.63 'I~Y?'~'
4
3 185.5 18"
14+39 (}Arr • 2~i Q:99' - ~S .0:2- 1 ~~ 180.93 ~
' 177.0 15"
31 +42 0.75 0.75 3.1 184.89 - 180.9 15"
~~9 ~ 1.00 4.1 176.7 1~~ •~ -
~
7c~ / / ~
1 Z6~T 1'-6~ 15"
~~ \TG'
13+54 0.25 1.25 5.1 178.78 174.7 174.5 15"
12+67 0.50 1.75 7.2 176.21 172.1 171.9 18"
12+67 0.10 1.85 7.6 176.21 171.6 169.0 18"
17+50 0.50 0.50 2.1 175.70 - 171.7 15"
16+92 1.30 1.80 7.4 174.87 170.8 170.6 18"
16+64 0.80 2.60 10.7 175.07 170.4 170.2 24"
16+92 0.20 0.20 0.8 174.87 - 170.9 15"
16+64 0.10 2.90 11.9 175.07 170.6(#19) - -
169.9(#18) 165.0 24"
21+87 1.45 1.45 5.9 186.44 - 182.4 15"
21+87 0.25 1.70 7.0 186.44 182.1 181.0 18"
26+53 0.60 0.60 2.5 M 193.72 - 189.7 15"
26+53 0.15 0.75 3.1 ~ 193.72 189.4 189.2 15"
25+.5~ 0.05 0.80 3.3 ~ 1>a6.84' 188.6 188.4 15"
~ 5 0.00 0.80 3.3 185.00 181.0 180.8 15"
47.2 47.2 190 - 185.5 - 60"
12+05 1.00 1.00 4.1 197.56 - 193.6 15"
12+05 0.10 1.10 4.5 197.56 193.4 193.2 15"
13+40 0.35 0.35 1.4 195.89 - 191.8 15"
13+40 0.20 0.55 2.3 195.89 191.6 191.4 15"
34' 4.71% EXIST
264' 7.00% EXIST
32' 0.50% 3A
151' 1.26% 5A
27' 0.74% 5
43' 0.70% 5A
~ ;31 ~ -
160' .5~9% 6
85' 0.94% FES
48' 0.63% 8
27' 0.74% 9
155' 6.13% FES

&(r °~ ~O 6-38°1° ,~ ~(.~ 12
..GB's S~° -~%- ti ~~813
87' 2.76% 14
27' 1.11% 15
152' 17.76% FES
52' 1.73% 17
26' 0.77% 18
27' 1.11 % 20
30' 1.00% 20
132' 16.67% FES
27' 1.11 % 22
111' 10.81 % FES
27'
f ~0 492' 1.11 %
O:~b'9°fo .~~1 24
25
~ I('i`~469 fr.~$Q/o~+3!"o`25A
t i0 1g4~ $'4$~/o a ~ FES
88' 3.07% HDW
27' 0.74% 28
68' 4.71% FES
27' 0.74% 30
50' 4.80% FES

Glen Laurel East Erosion Control Calculations
Rip Rap Aprons
Inlet DA Pipe Length Q(10) Slope Velocity L W D
6 16.25 42" 85' 60.9 0.94% 10.7 Plunge pool
9 1.65 18" 155' 6.2 6.13% 12.1 12' 5' 36"
15 1.85 18" 152' 6.9 17.76% 18.0 18' 5' 36"
20 2.90 24" 132' 10.9 16.67% 19.8 24' 6' 36"
22 1.70 18" 111' 6.4 10.81 % 15.0 12' 5' 36"
25A 0.80 15" 124' 3.0 0.48% 3.9 8' 4' 24"
26 47.20 60" 88' 120.0 3.07% 10.8 20' 15' 36"
28 1.10 15" 68' 4.1 4.71 % 9.9 8' 4' 24"
30 0.55 15" 50' 2.1 4.80% 8.3 8' 4' 24"
0.75 2.8 level spreader at end of phase (street 6)
Sediment Basin Calculations
Basin DA Required Q(2) Required Length Width Depth Q(100) Weir
Volume Area
1 0.35 635 0.8 351 27' 13' 2' 1.4 8'
2 3.00 5445 6.9 3011 80' 38' 2' 11.8 15'
3 VOID
4 0.85 1543 2.0 853 42' 21' 2' 3.3 8'
5 1.40 2541 3.2 1405 54' 26' 2' S.5 8'
6 2.00 3630 4.6 2007 64' 32' 2' 7.8 10'
7 1.25 2269 2.9 1255 51' 25' 2' 4.9 8'
8 3.75 6806 8.6 3764 88' 43' 2' 14.7 15'
9 1.95 3539 4.5 1957 63' 31' 2' 7.6 10'
Temporary Ditch
From 10+50 Street B to temporary level spreader at 11+75
Da = 0.75 acres
Q(10)=.75x.5x7.5=2.8 cfs
Ditch slope = 2.5%
Provide trapezoidal di tch with 1' bottom width, 3:1 sides and 1' depth
stabi lize with grass - no lining required -see NAG output
Level Spreader
d50 L W D
Plunge pool
23" 81' 12' 6"
23" 90' 16' 6"
23" 142' 18' 8"
23" 83' 12' 6"
13" 39' 10' 6"
23" None required
13" 54' 10' 6"
13" 28' 6' 6"
36' 10' 6"

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