20030084 Ver 1_COMPLETE FILE_20030129

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
February 24, 2003
Scott Carle
P.O. Box 1436
Wake Forest, NC 27588
DWQ Project No. 03-0084
Wake County
Page 1 of 2
Subject Property: Lot 8 - Heritage Business Park, Heritage Trade Drive, Wake Forest, NC
S&EC, Inc. Project No. 6875
UT to Smith Creek [03-04-02, 27-23-(2), C NSW]
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B.0233) AUTHORIZATION CERTIFICATE
You have our approval, in accordance with the attached conditions and those listed below, to impact approximately 9,667
fe and 59 linear feet of the protected riparian buffers for the purpose of constructing the proposed road at the subject
property as described within your application dated January 29, 2003. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project including (but not limited to)
Erosion and Sediment Control regulations.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this authorization and approval letter and is thereby responsible for complying with all conditions. For this
approval to be valid, you? must follow the conditions listed below.
Condition(s):
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC2B.0243(5).
2. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective
buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in
place prior to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate.
3. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the 401ANetlands
Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
4. Bottomless Arch Culvert
The proposed bottomless arch culvert shall span the entire bed and both banks of the stream.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 213 .0243. This letter
does not authorize any impacts to either Waters of the United States or Waters of the State. Please contact Mr. Bob
Zarzecki of the DWQ Wetlands/401 Unit at [phone] if you have any questions or would like to discuss this
authorization.
Sincerely,
Attachments: Certificate of Completion
cc: Brad Suther, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
Steve Mitchell, DWQ Raleigh Regional Office
File Copy
Central Files
DW O030084
February 24, 2003
bz

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
January 29, 2003
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd.
Parkview Building
Raleigh, NC 27604
US Army Corps of Engineers
Attn: Ms. Andrea Wade
6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27615
RE: Buffer Approval Request / Courtesy 401 Notification
Lot 8, Heritage Business Park
Wake Forest, Wake County, North Carolina
S&EC Project #: 6875
Dear Mr. Dorney and Ms. Wade:
On behalf of Scott Carle (property owner), we hereby request written concurrence that
this project complies with the Neuse River Riparian Buffer Rules. As a professional
courtesy, we are also notifying the US Army Corps of Engineers (USACE) of the
proposed project, though no jurisdictional impacts are proposed. A Pre-construction
Notification Application (PCN) is attached, as well as an agent authorization form.
The proposed project consists of a commercial lot within Heritage Business Park (see
Figure 4) and is part of the larger Heritage, Wake Forest project. Lot 8 is located on the
western end of Heritage Business Park, at the end of Heritage Trade Drive, within
theHeritage, Wake Forest development (see Fig. 1). The location of the site is shown on
the attached USGS Topographic and Wake County Soil Survey maps (see Fig. 1 and Fig.
2).
S&EC conducted a detailed wetland delineation and Neuse River Basin (NRB) Riparian
Buffer evaluation on the property in 1999. Mr. Steve Mitchell of the NC Division of
Water Quality conducted an on-site determination on June 2, 1999, and found the two
streams that bound the property to the east and south subject to the Neuse Buffers (see
attached Buffer letter and map).
Charlotte Office: Greensboro Office: Hickofy Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
The applicant plans to construct a road crossing with a bottomless arch culvert over a
perennial stream channel to access the property from the existing Heritage Trade Drive.
Two unnamed tributaries of Smith Creek bound the property to the north, south, and east.
The CSX Railroad is located on the western boundary of Lot 8, and the parcel located
immediately west of the railroad is not owned by the applicant. These constraints prevent
an access to the property from the west. Because Lot 8 is "landlocked", a stream channel
crossing is unavoidable if the applicant is to access his property. The applicant plans to
avoid impacts to the stream channel being crossed by installing a bottomless arch culvert.
Both cross sections and a plan view of the proposed culvert are shown on Figure 5. The
proposed arch culvert will fully span the bed and both banks of the channel and will
contain no mitered joints. The applicant plans to impact 9,667 square feet (0.222 acre)
and 59 linear feet of riparian buffer with the construction of this access road. Because an
arch culvert will be used, no jurisdictional impacts are requested for this crossing.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable. Further compensatory
mitigation may be required to offset unavoidable losses of waters of the US when impacts
exceed the requirements for notification (0.10 acre) or if a discharge to a special aquatic
site, such as wetlands, is proposed. The applicant requested a detailed delineation of
wetlands present on property prior to site plan development in order to avoid
jurisdictional wetlands to the maximumextent practicable. The applicant has-aligned the
proposed crossing to avoid wetlands to the north and south of the proposed crossing
location. The applicant also plans to use an arch culvert at the proposed crossing, which
is designed to span the entire bed and both banks of the stream and contain no mitered
joints to avoid jurisdictional impacts to the stream channel (see Fig. 5). Because the
applicant plans to use an arch culvert to avoid jurisdictional impacts to the stream
channel, S&EC believes that neither a 404 permit nor stream channel mitigation should
be required by the USACE.
According to General Water Quality Certifications #3362 (WQC for Nationwide Permit
39) and #3375 (WQC for Nationwide Permit 14), NC-DWQ does not consider placement
of a bottomless arch culvert in a stream channel an impact if it "spans the entire bed and
both banks of the stream, is only used for a road, driveway or path crossing, and is not
mitered to follow the stream pattern." Because the proposed road crossing has been
designed to satisfy this condition (see Fig. 5), S&EC believes the proposed crossing
should not be considered an impact and 401 Certification for the proposed crossing
should not be required by NC-DWQ.
P
Current NC-DWQ policy requires Buffer mitigation for perpendicular road crossings that
impact greater than 150 linear feet or 1/3 acre of riparian buffer. Because the proposed
crossing is below this threshold (0.222 acre / 59 linear feet of riparian buffer), S&EC
believes no Buffer mitigation should be required. The applicant has also designed the
project to comply with the diffuse flow requirements of the Neuse River Buffer Riparian
Buffer Rules. According to Mr. Harry Mitchell, of BNK, Inc., the parking lot for the
proposed project will consist of ribbon pavement, and no curb-and-gutter system will be
present on the project site (See Fig. 6). Stormwater will flow off the parking lot and enter
the Neuse Buffer in a diffuse manner. Mr. Mitchell has provided velocity checks to
demonstrate that sheet flow off the pavement and diffuse flow into the Neuse Buffer (see
attached velocity check determinations). The majority of the access road, including the
proposed road crossing, will consist of ribbon pavement, and stormwater will flow off the
paved areas and enter the Neuse Buffer in a diffuse manner. However, a small length of
the proposed access road will drain into the existing curb-and-gutter system for Heritage
Trade Drive, downline of Lot 8, which discharges to a level spreader located outside of
the 50-foot Neuse Buffer. The stormwater collection and discharge plans for Heritage
Trade Drive have been enclosed to illustrate that the stormwater from the easternmost
section of the proposed access road will be routed to a discharge point that provides
diffuse flow into the Neuse Buffer (see Fig. 7).
According to plans provided by Mr. Mitchell, impervious surface cover constitutes
approximately 49% of the project site. Because S&EC believes a 401 Certification is not
required for the proposed road crossing and because the diffuse flow requirement is being
met, S&EC believes on-site stormwater treatment should not be required by the NC-
DWQ for the proposed project.
Sincerely,
Brad S er
Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Agent Authorization
Heritage, Wake Forest Vicinity Map
USGS Topographic Map (Figure 2)
Wake County Soil Survey Map (Figure 3)
Velocity Check Determinations (3 sheets)
NC-DWQ "Buffer Subjectivity" letter and map (6/18/99)
"No Practical Alternative" Memo (3/22/02)
Site & Utility Plan (Figure 4)
Channel Crossing & Buffer/Wetland Impact Map (Figure 5)
Grading & Drainage Plan (Figure 6)
Heritage Business Park Grading, Storm Drainage, & Erosion Control Plan (Figure 7)

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
N Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NA
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Scott Carle
Mailing Address: P.O. Box 1436
Wake Forest NC 27588
Telephone Number: [phone] Fax Number: NA
E-mail Address: NA
2. Agent 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: Brad Suther
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: bsuther(a),sandec com
Page I of 10
III. Project Information
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: Lot 8 - Heritage Business Park
2. T.I.P. Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.):
The Heritage, Wake Forest project is located northeast of the intersection of Rogers Road
(SR 2052) and Forestville Road (SR 2049) in Wake Forest Wake County, North Carolina
Please see the attached vicinity mgp (Fig. 1) and USGS topographic map (Fig 2) for the
location of the site. Lot 8 of the Heritage Business Park is located at the end of the existing
Heritage Trade Drive and is bounded to the west by the CSX Railroad.
5. Site coordinates, if available (UTM or Lat/Long): 035°57'8.51" N 078031'11.52"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
The site is currently forested and undeveloped.
7. Property size (acres): Lot 8 is 4.601 acre in size. The entire Heritage Wake Forest
project encompasses approximately 1046 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UT of Smith Creek
Page 2 of 10
9. 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.ne.us/admin/maps/.)
10. Describe the purpose of the proposed work:
The purpose of this project is to construct a road crossing to access a lot within the Heritage
Business Park.
11. List the type of equipment to be used to construct the project:
This project entails the construction of a road with conventional heavy equipment.
12. Describe the land use in the vicinity of this project:
Residential commercial and undeveloped land
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.
A jurisdictional determination was issued for this site on February 2, 2000 (Action ID Number
199920683) Mr. Steve Mitchell (NC-DWQ) provided confirmation of the Neuse Buffer
locations on site in a letter dated 3/14/00 (NBRRO 00-035) Nationwide permits 12, 13, 14, and
26 were issued for this site on May 6 2000 Impacts to wetlands and waters authorized by these
permits include 0 015 acre for utility line crossings under NWP 12 (AID 20020343), 0.001 acre
and 264 linear feet of channel for bank stabilization under NWP 13 (AID 200020344), 0.075
acre and 464 linear feet of channel for one road crossing under NWP 14 (AID 200020345), and
0.968 acre of wetland and channel impacts for reconstruction of a pond lot fill and road and trail
crossings under NWP 26 (AID 200020346) Mitigation associated with these permits included
mitigation for 1021 linear feet of unavoidable impacts to perennial stream channels and 3.97
acres of riparian buffer mitigation associated with the project by on-site donation of land to the
NCWRP In an application dated 5/18/01 the applicant requested 100.2 linear feet of impact to
two unnamed tributaries to Smith Creek and 0.234 acre of riparian buffer impact for the
construction of two road crossings The 401 Certification and Neuse Buffer approval was
waived in a letter dated 8/30/01 (DWQ Project #010757) and a Nationwide Permit was issued
for these impacts on 7/1/02 after the 45-day review period expired (AID 200120937). In an
application dated 4/1/02, the applicant requested 185 linear feet of impact to two unnamed
tributaries to Smith Creek 401 Certification was waived in a letter dated 7/31/02 (DWO # 02-
0501) On May 15 2002 a Nationwide Permit 39 authorizing the impacts after the 45-day
review period expired (AID 200220975)
Page 3 of 10
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None known at this time.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. Wetland Impacts -
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
NA NA NA NA NA NA

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: >2 acres
Total area of wetland impact proposed: NA
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
NA

Page 4 of 10
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tot)ozone.com,
www.mMuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Because an arch culvert
will be installed at the proposed crossing location, no stream channel impacts are
planned for the access drive Therefore, no stream channel impacts are requested in
this submittal Total cumulative permanent stream channel impacts previously authorized
for this project include 1021 linear feet of important channel and 2040 linear feet of
unimportant channel
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
Type of Impact* Area of
Impact
Waterbody
Name of Type of Waterbody
(lake, pond, estuary' sound,
(indicate on ma) (acres) (if applicable) bay, ocean, etc.)
NA NA NA NA NA
A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, r-A
gmg,
flooding, drainage, bulkheads, etc.
4. 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
Page 5 of 10
The applicant requested a detailed delineation of wetlands prior to site plan development in order
to avoid jurisdictional wetlands to the maximum extent practicable. However, llot8 of Heritage
Business Park is landlocked to the west by the CSX Railroad and to the north, south and east by
two unnamed tributaries to Smith Creek, making it necessary to construct a road crossing over a
stream to access the property. The applicant has aligned the proposed crossing to avoid wetlands
to the north and south of the proposed crossing location. The applicant also plans to use an arch
culvert at the proposed crossing to avoid impacts to the jurisdictional portion of the stream
channel. The proposed arch culvert is designed to span the entire bed and both banks of the
stream and contains no mitered joints (see Fig. 5). Because the applicant has all ergs d the
proposed crossing to avoid wetland areas to the north and south, and because the applicant plans
to use an arch culvert to avoid jurisdictional impacts to the stream channel, S&EC believes
stream channel mitigation should not be required by the USACE or the NC-DWO.
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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.
1. 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
Page 6 of 10
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA - Because the applicant plans to use an arch culvert for the proposed access drive that
spans the bed and both banks of the stream channel and contains no mitered joints, S&EC
believes the proposed crossing will result in no impact to the stream channel and will
therefore under current USACE and NC-DWQ policy, require no stream channel mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hitp://h2o.enr.state.nc.us/M/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
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 ?
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 ?
Page 7 of 10
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ® No ? If you answered "yes", provide the following information:
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*
Proposed Crossing
(s q. ft.)
Multiplier Required
Mitigation
(s q. ft.)
1 5016 3 NA
2 4651 1.5 NA
Total 9667 NA
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA - Current NC-DWQ policy requires mitigation for nernendicular road crossings that impact
greater than 150 linear feet or 1/3 acre of riparian buffer. Because the proposed crossing is
below this threshold, S&EC believes no Buffer mitigation should be required.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both 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.
According to Mr. Harry Mitchell, of BNK. Inc., the narking lot for the monosed nroiect will
consist of ribbon pavement, and no curb-and- tgu ter system will be present on the project site
(See Fig. 6). Stormwater will flow off the parking lot and enter the Neuse Buffer in a diffuse
Page 8 of 10
manner. The maiority of the access road, including the proposed road crossing, will consist of
ribbon pavement and stormwater will flow off the paved areas and enter the Neuse Buffer in a
diffuse manner. A small length of the proposed access road will drain into the existing curb-and-
gutter system for Heritage Trade Drive which discharges to a level spreader located outside of
the 50-foot Neuse Buffer. The stormwater collection and discharge plans for Heritage Trade
Drive have been enclosed to illustrate that the stormwater from the easternmost section of the
proposed access road will be routed to a discharge point that provides diffuse flow into the Neuse
Buffer (see Fig 7)
According to plans provided by Mr. Mitchell impervious surface cover constitutes
approximately 49% of the project site Because a 401 Certification is not required for the road
crossing S&EC believes on-site stormwater treatment should not be required by the NC-DWQ
for the proposed project
XII. Sewage Disposal (DWQ Only)
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.
Municipal sewer will be used to dispose of wastewater generated from the proposed project.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No E
Is this an after-the-fact permit application?
Yes ? No
XIV. 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).
/ IZRA2 3
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
www.SandEC.com
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0 oo 4
O'f`lS Date: Z o3
L off- ' - tte rt'4 ?
a-
23Zi ? gib, T?O
I Jc- Z76?) 44 File:
U '
We Transmit to you Herewith:
? Drawings
? Specifications
? Brochures or photos
? Correspondence
? As per your request
I ?di31 P-
? For your information and files o lg?j ? By m
El For comment or approval i 0d', ? B'? couiieri
[D]El Returned for correction, resub t ? By expres4
[:1 Approved as noted
aa, _
No. Copies Document No. Date Description

J ?

Remarks: 4-1 ?C I
t?,.,^ To, ? h?ilc.•-ce? 'I ? ?'S 1s ?• '?J/J?-ks

T QG 6 P t7 I %L4 5 K WF* G. C? e-?-" k
lli v% o4- Los?? _
If enclosures are not as listed as above, kindly notify us at once.
By:
Charlotte Office: Greensboro Office: Hicko Office.
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
IJG 17?1J? = Project Name.
M irz?u. ? RNK

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.San C.oo
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name:
Address: D7`J C?
Phone: Mq - 6 70
Project Name/ Description: V"__a___ 1
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: A -.wp? 'S .-, - it3
Field Office: ?ZA yn b1t
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
l9Si ?c??
1, the current 12ropeM owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The day of.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the properly when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
s'-,/7P
6,
Print Property Owner's Name
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's Signature
cc: Mx. Brad Suther
Soil & Environmental Consultants, PA
blank agent authform. doc
1111 -
Charlotte Office: rreen<ho Off Le: ?i knO ice:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
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USGS QUADRANGLE ?78 USGS QUADRANGLE
.? ,' ,•. !' ? ?? FIG. 2
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Chapter 3 Time of Concentration and Travel Time Technical Release 65
Urban Hydrology for Small Watersheds
Figure 3-1 Average velocities for estimating travel time for shallow concentrated flow
m
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34 (210-M-TR-M, Second Ed., June 1986)
Chapter 3
Time of Concentration and Travel Time Technical Release 65
Urban Hydrology for Small Watersheds
- l.z!:;j QD
Figure 3-1 Average velocities for estimating travel time for shallow concentrated flow
.51
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3-2 (210-M-TR-65, Second Ed., June 1986)
Chapter 3 Time of Concentration and Travel Time Technical Release b5
Urban Hydrology for Small Watersheds
Figure 3-1 Average velocities for estimating travel time for shallow concentrated flow

12
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3-2 (210-VI-TR-%, Second Ed., June 1986)
D !? NORTH CAROLINA DEPARTMENT OF
MAR 2 2 I ENVIRONMENT AND NATURAL RESOURCES
U DIvIs10N OF WATER QUALITY
RALEIGH REGIONAL OFFICE
March
Sean Clark
S&EC,Inc.
11010 Raven Ridge Road
Raleigh, N. C. 27614
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 00-035
Ammons Wake Forest
S & E C Project # 559
Wake County
Dear Mr. Clark:
On January 13, 2000, I met with you at the subject property to conduct a site visit for the above
referenced project. This project was initially referenced by the Raleigh Regional Office as NBRRO
00-035.
The features represented on the Wake County Soils and the USGS Wake Forest and Rolesville maps
were evaluated to determine their subjectivity to the Neuse Buffer Rule. As a result, it was
determined that there several features (streams) present on the property that are subject to protection
under the Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and
Maintenance of Existing Riparian Areas, Administrative Code T I 5A:02B.0233 (NCAC 0233).
The unnamed tributaries to Smith and Sanford Creeks and the creek proper, have been delineated
on the map received by this Office on February 17, 2000. This letter only addresses the applicability
of the Neuse Buffer Rules. Thank you for your attention to this matter and if this Office can be of
any assistance or if you have additional questions, please do not hesitate to contact us.
Sincerely,
-
?.1

sTS
Steve Mitchell
Environmental Scientist
cc: RRO/John Domey
Wake County
H:\nbrlet. for\neuse.buflbufOO\ammons.03 5
M C e M a -I
IOWA
1628 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1628
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER

DWQ BUFFER MAP `
FRANKLIN/HERITAGE
AMMONS DEVELOPMENT, WAKE FOREST I
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00
Q
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W FT. BUFFER OR NG WOODS ONLY,
WHICHEVER IS LESS peC 5'--- IS,, 1999 s, -,eeg)
GRAPHIC SCALE
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500 0 500 100
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.ry~u+a:v •..arr~,a~•ratal~...~.rr~w~..•n+wn•ar-wp>. m ~r~+•• ~ i TOWN ~ ~
~ / i' - ti r.., THESE PLANS NAVE BEEN APPRU?ED fOR CONSTRUCTION BY THE ~ II , TEMP.SEDIMENT TRAP OF WAKE FOREST. ~,i , ,
~ ~ ~ ~ ,r
~ ~ ~ ~ ~ , , . ' 1 ' ~ t~ i , ~ .f t ~ ~ BARBARA N. ~IULKEY~~ENGINEERING, INC.
; 1 ~ ~ D CONSTRUCTION
i ~'~i' ~ , i ' Pub11c Works and UtNitles Date PO Box 33127 1JMlTS ~ ,
, I~' • ' I ~ i ~ I , - ~ N 27636-3127 ~ Raleigh, C 4 o i
~ rl.. ~ w 919 851-1912 ~I ( )
i ~ A ~ -,•rp-•Tp-•. TEMP.DNERSION Er~lneering Deportment Date q [phone] (FAX) " ii vwvw.bhme.com
~ i:' , I ; ! \ / i, t I,
I ~ ~ i ti: , ~ ~ t Date INlFT PROTECTION Flre Prev ntlon
_ ~ _ ~ ~
~ r' I nail g-~R- /
I , ~ i , I ~ 1, c A u son n r or Date ~N RDA
i , ..-I / f ' - ~ .ti ~SS~ I At OR 1SS P 0 • ENERGY D ~ ~ r'~FE Ip' y ,
III 1 1'. I1 i I ll' : l' / / • / rQ ~9~'
~ ~ , , i ~ ~ j` " • SE -
, . . _ _ 1 , _ i ~ t 1. , i I i,~' _ ~ l~ ~ _ r I ~ _ 4~E '4 1543 - CHECK DAM r. ~ =m ~
I` I I , / ~ - 1~. t ~ a L '17 ~ : ~ ~ py ~~F.; Q. O'' ~ .q
, ~ ~ ~ , r l~ ~ r r.:~,I ~ ~ WETLANDS " ~ ~FY~ ~ ~~~1~ - k~~ ~ ~y, A •
, I I - ' , , _l ~ I - • , r i 1 ~ , ?@ llll l "
,i ~ ' ~ 'j l . ~ - , " • , ' li O ;
. ~ \ \ DATE: September 12, 2001: ~
, , ~ ~ •~v' ALL SLOPES GREATER THAN ~ _ , ~ F ~ ~ ~ ~ DRAWN BY: RI ~
. ~ ~ ~ 21 SHALL. BE",:PERMANENTLY _ ~ ; i D WITH NORTH " ~ , A8ILIZE ~ ~ ST ~ ,
, - ~ ~ ~ ~ ~ ~~'E'X1STiNG ~ ~ ~ r , , . _ AMERICAN GREEN P300 . - ~ ;pRA1N ; B ED' EQUAL` DWG, CHECKED BY.• AWB
' ~ ~ LANKET OR APPROV . . , i I _ . - ''EA~EME , ~ ~ Y: BAR u p- DESIGNED B ~ , ~ ~ !
~ r ~ • I - ~ . j _ ~ l; DGN, CHECKED BY: AWB - _
' ; , - ~ - ~ ~ ~ ~K,, ~ - i , ,~F ~ , ~ t. ~ ~
r - i Y, ~r d , ~ r ' 1 scACE: = Boa ~
I~ _ f .a , _ ~ ~D' PRNATE` a;, ~ ~ ll~~ ~ , I~ 200!!89,00 , k~ PROJECT N0.
. _ ~ I , , ~ - r ~ , ; - DRAINAGE ~ , ~ ~ I ~ ~ I I j i
_ , f ~ AEEMENT ~ , ~ . , I I _ a , ~ / ~ ' 3 ' ~ ~ I
, , b, - r''~ ~ ~ ~ I . ~ GREATER"THAN ALL SLOPES dF , 1 . ~ ~ TER THAN ~ ~ ~ I
/ 4 ' ~ % ' ~2:1 SHALL BE PERMANENTLY ~ I i,.,;~ P~E~.~, ' ~ ~ STABILIZED WfTH NORTH. r RMANENTLY ~ ~ ~ ~ ~H NORTH. 1 h ~ I
~ ~°~r ~ ~ ~ ~ ' ~ , ~ I'' , I ~ , ~ AMERICAN GREEN P300 'EN P300 ~ ~ ~
r ~ ~ i _ t ; „ ; , ' ~ APP • , l l~,:~ ~ $LANKET OR ROVED EQUAL _ , _ I ; ~o s O'~PRNATE--DRAINAGE COVED EQUAL ~ h I
- ,;r r MD EIEV.aIl10 . " - ~ l ~ ~ ~ - , ~ ~ ~ ~ o-;,, o,~y ~ ; ~ . , ~ -~"EASEMENT _ I ~ ~ o ~I I
P r. . 8 J ~ . f I I
~ ; I - . ~ L , ~ ; I , . ~ ~ C. h ~ w a ',z,_ F' ~ 0 ~ ~I I ' ~
, ~t~~ . r rb ~tv..v~a ~ , , _ ` ~r ~ - ~ r~,r'' ~ ~ ~ ~ ~ ATE' DRAINAGE ~ r ~ ~ r ~ ~S: Ut 7j va ~ i 1. , ~..~r i IN, L1,N1T ~ , - I ~ ~3 h o o
• ' x! c P RN ' ~ EST ~ ~ ~ ~ ENT • - rN ~ ASEM • f CONSTRUCTI N, ~ ~ ~~„r,~ o,,. ; ~ Q ~ ~ a ~ ~ ~ ~i
_ ~ , 1 _ 1 , - v~ r ~ ~ ~ ~ , a ~ I ~ ~ ~ ~ ~ NEW UM1TS ~ ~ ~ ~ s ~ I
- ~ \ , • _ ' 1: , p' 1 ~ flrr• ra EJtv..4ea . ,r7 _ ~ 1 , ~ - ~ ~ a I i OF CONSTRUCTION I i ; I
- ~ ' ~ ~ ~ ~ ~ Tr - ~ _ ~ - a~ i i!. ~ . r, ' STAINING 4Y ~ ~ e pr r~ I i I ~ ' I
I 3 y - - , I :li l i I \ I1:~ \ , ~ ~ - OTHERS- I [pryry' ~ ~ ~ ~ I ' i ~ I
ACCESS ,P1 A ~ I S ATE UT! ~ • ILT F NG?E ~ ~ ' , I; ~ ~ ~ a ~
PRN 4 ~ _ r,u.. , ~ ~ ~ r ~ ; • , , . , ~t ''rw~ , l - ; EAS~'MENT _ - ~ ~ ~ 1 - - I. , r~ i t Q~ rl ' ~ I i
. _ . , 'i p @ I
1 , ~ , ; i 1 I k~ ti Ni M if H Cpl n W` ~ \ x i
~ ; A ~ ~ " - , _ _ _ _ ~ tJ ~ / O
~ ~ , . ~ f _ _ ~ _ - ~ MENT ~ ' ° ~ - ~ ~ / ~ ,w.
- , , r' r li' i ; v ~ - ~ o , D' PRNATE ' ~ ft 2 - 1P- -
G .,I ~ TO - - OF CO - ~ 5 , , DRAINAGE EASEMENT 1 v ~ ~ ~ ~ ~ ~I 00 / ~ ~I ~
, . _ ~0 PUBLIC DRAINAGE I -'t
. , ~ s ~ ~ - ~ IPARIAN ~ , A 0 i, ~ ~ EASEME ~ ~ , , . I N'' ~ ~~9 ~ ~ ~
_ FFER- 7`~~~~ ^R V~ , M7~' 1 ~ , - - ~ . - - r _ _ f . _ ~ _ ~ i T v rrr r` r ~ P ~ / x? 1N(.~`T ,~,4~, E~T~OIr !TY, J i ~ r
• a~RiT . I ~ ~ ~~o ~ ~ i~ 11 Q ~ • U E ~ `
' m . Q o,~ ~ y, ~p--~a_ ~ Location ofstormwaterdischarge • z y r ischa e / - - U z ' ate d rg. ~ I ; ~ ~
~ '~w„ , ~ °i~, ~ 'C ~ ~ ~ _ _ - ~Q. for portion o{~Ieritage Trade Drive 1 a c Trade Drrve ~ PRN DR AG s M d ~ W
~ ~ ~ _ _ ~ ~ ~ ED 2 immediately east of Lot 8, heritage E ~ ~ Lot 8, heritage a ~ f ~ ~ ~ ~ , ; ~ ~
"'w~ Business Park ~ , wa, ; , I - _ _ FILL"1N °THS AREA . ~ TH-91Y - I ~ . hEW L1MlTS I i, Q W I - _l ~ U I ~
' THICKNESS ~ TO BE: RLACED AFTER NEARBY Y~ r, l ~ 1 ~ ~ ~ ~ ~
. ~ ~ DRAINAGE , DISTURBED~AREA !S SEEDED'.?~ ~ ~ CLASS- ~ O .1~ fl ~ r
~ ~ ~ ` ~ t~ AND' ST ABIJ` ED AND ROCK 'DAM ~ - ' , x~ D50•l~'- ' , ~ ~.q ~ ~ EA$EMEI~f ~ ~ + ~ ~ . r . ~ , _ !P~ RAP 1 DEEP , BE~ ~ 1S ;REMOVED'
r a i ~ ~ ~ ~ ~ F~ ~ : LEV~SPREADER i . ~ ~ ~a J , ~ _ . o ~ , I~ ~ (r W _ ~ ~ - ,0 ~ p W
TTOM 11VV• ~ ~ - ~ _ , ~ ~ ~ , , ~ ~ ~ ~ LENGTH-60' • ~ ~ , Z w
,F,: ~ ~ - ~ , _ , , , , _ _ • d Q .
BER ~ DEAD END i v ` ~ ~ . ~ ~ ~ ' : ~ ~ ~ ~ ~ ~ ° . - _.SILT FENCE IN ~ TN1S ~ ~ ~ 90TTdM OF H ' D1TCH ~ ~ ~ o~ 30' PU UC DRAINAGE & ~ , t ~ ' ~ ~W Z SAN(T SEWER , ' ~ ~ ~ ~ ~ OTE:
~ ai ~ _ , f1' V F. ~ _ , _ . ~AkEA TO BE INSTALIF ~ TO , A,~ , , - • _ N ~ Cn I J , .EASE EN1' ' TEMP G~AVF_L TEMP CONST W ~
, _ ,......AFTER ROCK DAM IS o `ENTRANCE MAY ~ CCNSTRCICTION I TO ~ ~ r
~ . I~ ~ Nt,USE - ~ = . ~ EFORE -PLACEMENT OF _ _ . _ ~ ~ P AN ED I BE MOVED Z ENTRANOE ~ ~ Cp
, • ~ ~ ~ ~ . Il.t.. , ..9 m ~ ~ ~ ' a ~ ~ ~ UFF R , ~ . ROCK DAM _ - _ ~ ~I , ~ -W'DTH-105' ~ ,,t ~ ~ R1P RAP 25' X 6 ,X 5 M1N ~ HERITAGE TRADE ORNE ; W ~ Q T ~ : I . ~ ~ ' + I' ~ AFTER GRADING
, _ , . _ - , - L o ~ 0 y c:. M1N.HEIGhff•5.0' - 1~,'~ KNESS•2 I . , \ i', f o _ 57 ONE: _ Ct IS COMPLETE ~ W LL X 1 f~ :
, . ~ ~ ~ M1N.LE I y ~ _ _ . r ~ EPTH .TO -TOP ART_ _ ~ ~ . D _ , , , ~ Y p
~ ~ - OF E H BERM-6.4= i ~ L)50.12' . ~ ~ ~ ~ ~ , _ ~ ~ ~ ~ , ~ . ~a RO~K~DAM.~TQ BE-C-0NSTRUCTEp IN . • . y ~ ~ ~ ~ m o I ~ ~ ~ I
. , - ~ ; , , y D , ~ ~ ~ XlSTING RAVINE. v ~ `.0. I' ~ ~ , ~ i_ ? ~ ~ ( i ~ i ~ I PU LIC DRAINAGE - I '
_ , . ' VOLUME. TO BE _ ~ . _ ~ ~ TED-72 ~ ~ ~ ~ PUBLIC ~i I EASEMENT ~ ,
F , 05 C ~ , _ , ~ rAP ,OXIMA o ,r • - ~ , ~ ~ ; ~ ' ~'~A N: ~ DIMENSIONS.,.T,Q ~ ~ _ ~ 30' DRAINAGE & i ~ ~ i t~ ~ G Q.
, ~r h LL ~ l MATED, -1 , . ~ _ N TH;T ~~~i ' , . SANITARY S R C ~ . = ; " EASEMENT .••-~.~rl .
~ ~e ,n , . 1.: Y . / ~ . ~h
i'~ ~,v AP , , ~ ~ ,e SAM cLASS,:e usE _ . ~ . ~ , ~I~ , - , _ ~ ; r. . - _
_ , r~~" , t~ SEDIMENT BAPFti.IFES . OUIRED ~ ~ r,~~ r - - , Q c ~ , ti. _ ~ ~F .
n , _ , . l . ~ ~ . , ~ w., ~ ~ - _ _ _ '
i.' _ ~ :A; r .5q'.-c:. rye ~ ~ _ , " r ~ i i
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. y~ R4 t - - - dye - ~ ~ a' . i i' - ,r ~ ~ ~ i ' k
, w - .,ti~, J I
,~.,..~;~-~~.~w.~~.~`•' ` EASEMENT' R'.~.'"" ~ - ~ ~o - ,
I , I 'r... ~ ~ "iT' % .4: ~ ~ , ~ ~ r ~~r~.'° tir r y'iY a;. - _ ~ R GI
""*.4 ~ , . ~ ~ ~ ~ 1. I ~ ~ ~ ~ 4 T.~.,t. ~ ~ r ~ - a, ~ . - -
= - " , 1 - 'ms's"'='~-- ,..Cs'" ~ ~ ~ u _ ~z.,_ . .u~°' _ _ - - a _ - . 4 '
_ a ~ , r _ _ , . - a
~ Y i _ ~ 1 ~ ~ ~ ~ ~ ~ W
- , ~ _ .d S L ~ i ~ ~ II ,~~:.r
l ~ T ' - LE F~.~ • NGTH~l14 ~ ~ ~~4 C3 ~ > cSB ~1 ~
WIDTH-3 bI . \ •1 LENGTH 20' NOTES; C.~ w 7 ~
t _ SEDIMENT' DEPTN-5.0' . -All construction shall be in acoordance with Town of Wake Forest .c_. L~!
, DEPTH TO CREST OF SPILLWAY, ~ ' - - ' I NT' DEPTN•5A' ~ ED ME Standards and Specifications. CREST OF SPILLWAY-6.0' C~ Z
' DEPTH TO TOP-OF BER - ' _ . LENGTH OF WEIR•28.U'M1N;'"" EPTN TD ~ - he En in er does not uarantee that cll existin facilities such EPTH TO TOP OF BERM-75 - ~ g e g lines, conduit, tale hone cable, service ~ ~ ~ ~ as p~pel~nes, electr~ccl p Q o
. , r ~ ~M DRAINAGE AREA-11.49 AC i i `i~ M~. ` N ~~s NGTN OF WEIR•38.0'MIN. connections, or other facilities are shown on the Picns. It shop z ~
• _ DISTURBEp AREA~3A AC_. ~ ' , ' ; .t _ / - . • ~ ~ 6ASlN VOLUME-20,682 C,f ~ f18Q0'CFf~ Ml ' .<t ' AREA•13J8 AC be the Contractor s res ons i b i I I t to have c I I ut i i i t i es I orated by ~ U RAINAGE p y '8 3 AC their respective owners, field mark the utility locations, and !STUBBED AREA .0
• ~ ~ - _ DRAINED ACl _ uiu: ~ cr,inTU Tn wmru , DnT1~3.1 - f~ _ _ i c t action. Q 1NIMUM BASIN VOLUME•23J24 CF '(1800. protect oil such existing facilltles prior to beg~nn~ng ons r ~ o
noen~cn en" The Contractor is fully responsible for notifying_cII utility owners
_ _ i. 'MIIY..Lfi.1Y17171 1 v 11ILlf f1, nnt 1v . q, l Sri unrv+rL-u rn, in accordance with NC General Statute -Chapter 87, Article 8. Q
sEarMENr aAFFCEs REQUIRED IN. LENGTH TO. WIDTH RATIO-J-1 The Underground Damage Prevention Act EDIMENT BAFFLES 'REQUIRED
-Boundary information 1s taken from a survey prepared by Bass,Nixon and Kennedy 1 o
- Topographic information is taken from aerial photography
- The Neuse river riparian buffer information is based on a review by Soil
1 1 and Environmental Consultants, Raleigh, NC
~ o PROPOSED NCDOT ROADWAY INFORMATION FROM STEWART ENGINEERING. vxA RING NO.
I Q
LID FIG. 7 C-2 1 ~ Q
CT) LCT)
CT)

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