20041117 Ver 1_COMPLETE FILE_20040708

JGT.05'2004 09:33 919 676 5823
USAGE RAL REG
#3236 P.001/004
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U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 _ Falls of the NeuseRoad
Suiten0
Raleigh, North Carolina 27615
Phone. [phone]
Fax: [phone]$23
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Date:
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'total number of pages including cover page: -?-. .
If all pages are -not received, please call 876-8441.
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OCT-5-2004 TUE 08:16 TEL:[phone] NAME:DWO-WETLANDS P. 1
J OCT.05'2004 09:33 919 876 5823 USACE RAL REG It #3236 P.002/004
...
Regulatory Division
Action 1D No. 200421294
August 4, 2004
Mr. Cardovia L. Blackmon
SSO, LLC
P. O. Box 728
Holly Springs, North Carolina 27540
Dear Mr. Blackmon:
Reference is made to your application received in our office on July 8, 2004,
submitted on your behalf by Mr. Russell Briggs of B & F Consulting, for Department of
the Army (DA) Nationwide Pernut 39 authorization .for proposed impacts totaling 298
linear feet of stream channel and 0.32 acre of wetlands subject to our authority pursuant
to Section 404 of the Clean Water Act. The requested impacts are associated with the
construction of phase 5 of the Sunset Oaks (Park) subdivision. The entire Sunset Oaks
planned unit development comprises approximately 328 acres, approximately 35 acres of
which correspond to phase 5. The 328-acre property is located on the north and south
sides of Optimist Farm Road (SR 1390), west of Pierce-Olive Road (SR 1389), east of
Rocky Branch, and north of Middle Creels, east of Holly Springs, in Wake County, North
Carolina.
Nationwide permits 12, 14, and 39 (Action ID Nos. 200321005, 200321006,
200421013, 200421014, 200421087, and 200421088) were either previously issued or
authorized due to lapse of the 45-day review as outlined in, the PCN notification
requirements (see Condition 13, 67 Federal register 2090 - January 15, 2002).
Permanent impacts to wetlands and waters authorized previously by the aforementioned
permits total 0.286 acre. The impacts requested in the current application for phase 5
would bring the total cumulative loss of waters of the U. S. resulting from the project to
0.62 acre, which includes 393 linear feet of stream channel and 0.599 acre of wetlands.
Nationwide Permit 39 approved on March 18, 2002, is applicable only when the
discharge does not cause the loss of greater than 0.5 acre of non-tidal waters of U.S.
Permanent, cumulative impacts for the project totaling 0.62 acre execed the threshold for
OCT-5-2004 TUE 08:16 TEL:[phone] NAME:DWQ-WETLANDS P. 2
J OCT.05'2004 09:33 919 876 5823 USACE RAL REG #3236 P.003/304

nationwide permits. Reference is made to a telephone conversation between Jennifer
Burdette, a Regulatory Specialist in our office, and Russell Briggs, the engineer for the
project, on July 15, 2004. In this conversation, Mr. Briggs requested to submit a revised
nationwide permit application, which would result in a cumulative loss of waters of the
U. S. less than 0.5 acre. Mr. Briggs suggested that the applicant could then apply for an
Individual Permit for the remaining anticipated impacts. Based on our review of the
submitted plans and master plan for the entire planned unit development on file with the
Town of Holly Springs, a nationwide permit application for the subject road crossing
would not have independent utility. The definition of independent utility states, "Portions
of a multi-phase project that depend upon other phases of the project do not have
independent utility." Therefore, the proposed project is ineligible for nationwide permit
authorization and will require individual DA permit authorization as proposed.
if you are unable to modify your plans to avoid impacts to waters of U.S., please
note that the DA and the U.S. Environmental Protection Agency (EPA) signed a
memorandum of agreement (MOA) on February 6, 1990 that established procedures to
determine the type and level of mitigation necessary to comply with the Clean Water Act
Section 404 (b) (1) guidelines. This MOA provides for first, avoiding impacts to waters
and wetlands through the selection of the least damaging, practical alternative; second,
taking appropriate and practical steps to minimize impacts on waters and wetlands; and
finally, compensating for any remaining unavoidable impacts to the extent appropriate
and practical. To enable us to process your application in full compliance with this
MOA, we request that you provide the following additional infomation:
a. Permits for work within wetlands or other special aquatic sites are available
only if the proposed work is the least environmentally damaging, practicable alternative.
Please furnish information regarding any other alternatives, including upland alternatives,
to the work for which you have applied and provide justification that your selected plan is
the least damaging to waters of the U.S. Specifically, we need information regarding
alternative site designs that would result in reduced impacts to streams on the site.
b. It is necessary for you to have taken all appropriate and practical steps to
minimize aquatic losses. Please indicate all that you have done, especially regarding
development and modification of plans and proposed construction techniques, to
rninirnize adverse impacts.
e. Finally, the MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts .remaining after all appropriate and practical
minirnization has been employed. Plerwc indicate your plan to mitigate for the projected,
unavoidable loss of waters or provide information as to the absence of any such
appropriate and practical measures. Please submit a mitigation playa with your revised
permit application.
2
OCT-5-2004 TUE 08:16 TEL:[phone] NAME:DWQ-WETLANDS P. 3
'IOCT.05'2004 09:33 919 876 5823 USACE RAL REG #3236 P.004/004
Please be reminded that issuance of DA authorization must precede any
placement of excavated or fill material within any waters of the U.S. on your property.
Should you have any questions regarding your application for DA permit authorization
please call Jennifer Burdette at telephone number [phone], extension 22.
Siucerely,Filename: S S OL.LC-SunsetOaks
SD Ph 5 IP ltr.doc
CESAW-RG-R/JB/dh?'r-
CESAW-RG-RJFILE
MAIL
jean B. Manuele
Chief, Raleigh Regulatory
Field Office
Enclosure
Copies Furnished without enclosures:
Mr. Russell Briggs
B & F Consulting
2805 Tobermory Lane
Raleigh, NC 27606
Mr. John Dorney
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
Wetland/401 Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Ms. Stephanie Sudano
Town of Holly Springs
P. O. Box 8
Holly Springs, NC 27540
3
OCT-5-2004 TUE 08:16 TEL:[phone] NAME:DWO-WETLANDS P. 4

W ATF Michael F. Easley, Governor
9Q
?0 William G. Ross Jr., Secretary
O G North Carolina Department of Environment and Natural Resources
`
y
?? r
Alan W. Klimek, P.E., Director
O Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 29, 2004
Wake County
DWQ # 04-1117
WAIVER of 401 Water Quality Certification
SSO. LLC
P.O. Box 728
Holly Springs, NC 27540
Dear Sir or Madam::
Your application for a 401 Water Quality Certification was received in the Central Office on July 8,
2004. Since that time, your consultant has been in contact with DWQ staff regarding this project. However
upon reviewing the file, we have been unable to find any written record of these conversations. According to
our rules [15A NCAC 2H .0507 (A)], if final action is not talon within 60 days, the Certification is waived
unless DWQ has objected in writing to your application. Therefor?, DWQ has waived the requirement for a 401
Water Quality Certification for Nationwide Permits 14 and 29 for your plans to impact 0.32 acres of wetlands or
298 linear feet of streams for development of the Sunset Oaks,, Phase Five project as described in your
application dated July 8, 2004.
However if additional impact occurs or your development plans change, this waiver is no longer valid
and a 401 Water Quality Certification will be required. We also understand that the plans for this project are
being revised in order to allow the project to be built using Nationwide Permits rather than an Individual Permit.
The Division has received an application for Express Review of this modified project. If your project is
accepted into that program, we will review it expeditiously under the time provisions of that program. However
it is incomplete at this time. We are awaiting the Initial Interest form and a complete application package.
If you have any questions, please telephone Debbie Edwards at 919-733-1786 or Mike Horan at our
Raleigh Regional Office at 571-4700.
Sincerely,
ey
y
RD orn
Cc: Raleigh DWQ Regional Office
Raleigh Field Office Corps of Engineers
Wilmington District Office Corps of Engineers
Central Files
File Copy
Russell Briggs, B&F Consulting, 2805 Memory Lane, Raleigh, NC 27606
ARM'
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:!/h2o.enr.state.nc.us/ncwetlands

B&F CONSULTING
RUSSELL BRIGGS, P. E. 919.618 .0 1 8 0
A M B E R F A R R E L L Y, E. I. 9 1 9. 3 8 9. 8 1 0 2
LETTER OF TRANSMITTAL SHEET
TO: FROM:
Raleigh Regulatory Field Office Russell Briggs
COMPANY: DATE:
US Army Corps of Engineers 5/17 7
L8Z6 4
ADDRESS: ONE NUMBER:
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615 WETLANDS 1401 GROUP
RE:
JUL 0 8 2004
Sunset Oaks, Phase Five
Holly Springs, NC p 411 1 WATER QUALITY SECTION
® URGF;NT ? FOR REVIEW X PLEASF, COMMENT ? PLEASE REPLY ? PLEASE RECYCLE
NOTF,S/COMMENTS:
Attached please find the PCN for the above-mentioned project, with 1" = 50' excerpts of
the impact areas, and a set of 11X17 reduced plans.
Any questions, please call.
Thank you,
Russell Briggs, P.E.
919.618.0180 PAYMENT
RECEIVED
2805 TOBERMORY LANE • RALEIGH, NC 27606
t`
WETLANDS/ 401 GROUP
JUL 0 8 2004
Office Use Only:
WATER QUALITY SECTION Q 411 1 r rm Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, NW 29
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 (verify availability with NCWRP prior to submittal of PCN), 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
1. Owner/Applicant Information
Name: SSO, LLC
Mailing Address: PO Box 728
Holly Springs, NC 27540
Telephone Number: 919.427.4245 Fax Number: 919.772.8205
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
C) _c must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Russell Briggs
Company Affiliation: B&F Consulting
Mailing Address: 2805 Tobermory Lane
Raleigh NC 27606
Telephone Number: 919.618.0180 Fax Number: 919.816.9361
E-mail Address: [e-mail]
Page 5 of 12
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: Sunset Oaks, Phase Five
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0669.04-63-2602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Oaks, Phase Five
Directions to site (include road numbers, landmarks, etc.): Approximately 1.5 miles west of
Optimist Farm Road/Kildaire Farm Road intersection along Optimist Farm Road on the
south side.
5. Site coordinates, if available (UTM or Lat/Long):
(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. Property size (acres): 34.73 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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: Existing logged site, mixed new growth forest, and some
mature hardwoods
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Typical
residential subdivision consisting of 128 single family dwellings Conventional construction
consisting of installation of water, sewer and storm drainage utilities by hydraulic excavators
grading for the roadways using self-loading hydraulic scrapers bulldozers and compaction
equipment, paving and curb and gutter.
11. Explain the purpose of the proposed work: For construction of a residential subdivision as
approved by the Town of Holly Springs' land use plan.
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.
Sunset Oaks, Phase One
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.
Yes, future phases not yet designed
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.
Page 7 of 12
1. Provide a written description of the proposed impacts:_ The impacts consist of two
clverted stream crossings fill in wetland areas for roadway crossings and residential lots and
grading in Zone 1 of the Neuse River Buffer in a localized area for a road crossing
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.12 No 140 Forested wetland
2 Fill 0.11 No 90 Forested wetland
3 Fill 0.02 No 170 Forested wetland
4 Fill 0.01 No 130 Forested wetland
5 Fill 0.06 No 80 Forested wetland

* 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 td 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 http://www.fema.pov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.62 acres
Total area of wetland impact proposed: 0.32
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Culvert & RipRap 130 UT to Rocky Branch 2 Intermittent
2 Culvert & RipRap 168 UT to Rocky Branch 2 Intermittent

* 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.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com,
www.mal2 uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2981.f. (Two crossings)
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
In particular, the plan was modified from an originally submitted plan to the Town of Holly
Springs to minimize the impact to the NRB (and thus another needed permitted crossing) in the
vicinity of Lots 523 and 524. The two crossings are part of the interconnectivity desired b
municpalities for traffic flow and emergency vehicle access.
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.
Page 9 of 12
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/ncwetiands/strmgide.htmi.
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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/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): 148
Amount of buffer mitigation requested (square feet): 70261
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
X. 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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .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* Impact
(square feet) Multiplier Required
Mitigation
1 18164 3 0
2 10513 1.5 0
Total 28677 0
Lone 1 extends out SU feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
Payment into Riparian Buffer Restoration Fund -
XI. Stormwater (required by DWQ)
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.
Existing impervious' none Proposed Impervious is estimated at 23111b of the project site, based on
similar proiects which would be 8 acres of a 34.7 acre site Stormwater controls are proper
energy dissipation-at the terminus of the stormwater system and diffuse flow into selected areas.
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.
The sewage disposal is via the municpal system of the Town of Holly Springs.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No 0
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).
S
Dtate
pplicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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SE FLDOD STUDY 11
PHA. 4
WETLANDS 1401 GROUP
JUL 0 8 2004
Office Use Only: WATER QUALITY SECTION
O4111Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval (s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, NW 29
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 (verify availability with NCWRP prior to submittal of PCN), 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
1. Owner/Applicant Information
Name: SSO, LLC
Mailing Address: PO Box 728
Holly Springs, NC 27540
Telephone Number: 919.427.4245 Fax Number: 919.772.8205
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: Russell Brigs
Company Affiliation: B&F Consulting
Mailing Address: 2805 Tobermory Lane
Raleigh NC 27606
Telephone Number: 919.618.0180 Fax Number: 919.816.9361
E-mail Address: [e-mail]
Page 5 of 12
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: Sunset Oaks, Phase Five
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0669.04-63-2602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Oaks, Phase Five
Directions to site (include road numbers, landmarks, etc.): Approximately 1.5 miles west of
Optimist Farm Road/Kildaire Farm Road intersection along Optimist Farm Road, on the
south side.
5. Site coordinates, if available (UTM or Lat/Long):
(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. Property size (acres): 34.73 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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 hqp://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: Existing logged site, mixed new growth forest, and some
mature hardwoods
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Typical
residential subdivision consisting of 128 single family dwellings. Conventional construction
consisting of installation of water, sewer and storm drainage utilities by hydraulic excavators,
grading for the roadways using self-loading hydraulic scrapers, bulldozers and compaction
equipment, paving and curb and gutter.
11. Explain the purpose of the proposed work: For construction of a residential subdivision as
approved by the Town of Holly Springs' land use plan.
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.
Sunset Oaks Phase One
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.
Yes future phases not yet designed
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: The impacts consist of two
clverted stream crossings, fill in wetland areas for roadway crossings and residential lots, and
rag ding in Zone 1 of the Neuse River Buffer in a localized area for a road crossing.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.12 No 140 Forested wetland
2 Fill 0.11 No 90 Forested wetland
3 Fill 0.02 No 170 Forested wetland
4 Fill 0.01 No 130 Forested wetland
5 Fill 0.06 No 80 Forested wetland

* 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 td 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 throuO the FEMA Map Service Center at 1-800-358-9616, or
online at htW://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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.62 acres
Total area of wetland impact proposed: 0.32
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
specify)
1 Culvert & RipRap 130 UT to Rocky Branch 2 Intermittent
2 Culvert & RipRap 168 UT to Rocky Branch 2 Intermittent

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.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2981.f. (Two crossings)
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact's Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
In particular, the plan was modified from an originally submitted plan to the Town of Holly
Springs to minimize the impact to the NRB (and thus another needed permitted crossing) in the
vicinity of Lots 523 and 524. The two crossings are part of the interconnectivity desired by
municpalities for traffic flow and emergency vehicle access.
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.
Page 9 of 12
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
htip://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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at hqp://h2o.enr.state.nc.us/wrp/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): 148
Amount of buffer mitigation requested (square feet): 70261
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
X. 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. Ali` 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
(Neuse), 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* Impact
(square feet) Multiplier Required
Mitigation
1 18164 3 0
2 10513 1.5 0
Total 28677 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
Payment into Riparian Buffer Restoration Fund
XI. Stormwater (required by DWQ)
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.
Existing impervious: none Proposed Impervious is estimated at 23% of the project site based on
similar projects which would be S acres of a 34.7 acre site. Stormwater controls are proper
ener dissipation at the terminus of the stormwater system and diffuse flow into selected areas.
X11. 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.
The sewage dis osal is via the munic al system of the Town of Holly Springs.
X111. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No M
Is this an after-the-fact permit application?
Yes ? No
X1V. 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).
s,
jJCLbt/
pplncant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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WETLANDS 1401 GROUP
JUL 0 8 2004
WATER QUALITY SECTION
Office Use Only: 0 4 1 ! 1 7Form Version May 2002
USACE Action ID No. DWQ No.
(If anv particular item is not applicable to this proiect, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14. NW 29
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 (verify availability with NCWRP prior to submittal of PCN), 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
Owner/Applicant Information
Name: SSO, LLC
Mailing Address: PO Box 728
Holly Springs, NC 27540
Telephone Number: 919.427.4245 Fax Number: 919.772.8205
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: Russell Briggs
Company Affiliation: B&F Consulting
Mailing Address: 2805 Tobermory Lane
Raleigh NC 27606
Telephone Number: 919.618.0180 Fax Number: 919.816.9361
E-mail Address: rbrig?,[e-mail]
Page 5 of 12
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: Sunset Oaks, Phase Five
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0669.04`-63-2602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Oaks, Phase Five
Directions to site (include road numbers, landmarks, etc.): Approximately 1.5 miles west of
Optimist Farm Road/Kildaire Farm Road intersection along _Optimist Farm Road, on the
south side.
5. Site coordinates, if available (UTM or Lat/Long):
(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. Property size (acres): 34.73 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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: Existing logged site, mixed new growth forest, and some
mature hardwoods
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Typical
residential subdivision consisting of 128 single family dwellings. Conventional construction
consisting of installation of water, sewer and storm drainage utilities by hydraulic excavators,
grading for the roadways using self-loading hydraulic scrapers, bulldozers and compaction
equipment, paving and curb and _gutter.
11. Explain the purpose of the proposed work: For construction of a residential subdivision as
approved by the Town of Holly Springs' land use plan.
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.
Sunset Oaks. Phase One
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.
Yes, future phases not yet designed
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: The impacts consist of two
clverted stream crossings, fill in wetland areas for roadway crossings and residential lots, and
rg adin.in Zone 1 of the Neuse River Buffer in a localized area for a road crossing.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.12 No 140 Forested wetland
2 Fill 0.11 No 90 Forested wetland
3 Fill 0.02 No 170 Forested wetland
4 Fill 0.01 No 130 Forested wetland
5 Fill 0.06 No 80 Forested wetland

* 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 td 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 throug4 the FEMA Map Service Center at 1-800-358-9616, or
online at hn://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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.62 acres
Total area of wetland impact proposed: 0.32
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
( leasespecify)
1 Culvert & RipRap 130 UT to Rocky Branch 2 Intermittent
2 Culvert & RipRap 168 UT to Rocky Branch 2 Intermittent

* 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.uses.p-ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 298 U. (Two crossings)
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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., damiembankment, 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.):
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. -
In particular, the plan was modified from an originally submitted plan to the Town of Holly
Springs to minimize the impact to the NRB (and thus another needed permitted crossing) in the
vicinity of Lots 523 and 524. The two crossings are part of the interconnectivity desired by
municpalities for traffic flow and emergency vehicle access.
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.
Page 9 of 12
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
htlp://h2o.enr.state.nc.us/newetlands/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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to. submittal of a.PCN...For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/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): 148
Amount of buffer mitigation requested (square feet): 70261
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
X. 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. Alt, 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
(Neuse), 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* Impact
(square feet) Multiplier Required
Mitigation
1 18164 3 0
2 10513 1.5 0
Total 28677 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone z, extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
Payment into Ri arian Buffer Restoration Fund
XI. Stormwater (required by DWQ)
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.
Existing impervious: none. Proposed Impervious is estimated at 23% of the project site based on
similar proiects which would be 8 acres of a 34.7-acre site. Stormwater_controls are proper
enez dissipation at the terminus of the stormwater system and diffuse flow into selected areas.
X11. 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.
The sewage disposal is via the munic al system of the Town of Holly Springs.
XII1. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
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).
S
.L/SL4li
pplicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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WETLANDS/ 401 GROUP
JUL 0 8 2004
I.,.
"A? tK QUALITY' EG!P0 '
Office Use Only: 041117 Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, NW 29
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 (verify availability with NCWRP prior to submittal of PCN), 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
1. Owner/Applicant Information
Name: SSO, LLC
Mailing Address: PO Box 728
Holly Springs, NC 27540
Telephone Number: 919.427.4245 Fax Number: 919.772.8205
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: Russell Briggs
Company Affiliation: B&F Consulting
-- Mailing Address: 2805 Tobermory Lane
Raleigh NC 27606
Telephone Number: 919.618.0180 Fax Number: 919.816.9361
E-mail Address: [e-mail]
Page 5 of 12
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: Sunset Oaks, Phase Five
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0669.04`-63-2602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Oaks. Phase Five
Directions to site (include road numbers, landmarks, etc.): Approximately 1.5 miles west of
Optimist Farm Road/Kildaire Farm Road intersection along Optimist Farm Road. on the
south side.
5. Site coordinates, if available (UTM or Lat/Long):
(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. Property size (acres): 34.73 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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 hqp://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: Existing logged site, mixed new growth forest, and some
mature hardwoods
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Typical
residential subdivision consisting of 128 single family dwellings. Conventional construction
consisting of installation of water, sewer and storm drainage utilities by hydraulic excavators,
grading for the roadways using self-loading hydraulic scrapers, bulldozers and compaction
equipment paving and curb and gutter.
11. Explain the purpose of the proposed work: For construction of a residential subdivision as
improved by the Town of Holly Springs' land use plan.
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.
Sunset Oaks Phase One
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.
Yes future phases not yet designed
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: The impacts consist of two
clverted stream crossings, fill in wetland areas for roadway crossings and residential lots, and
_rg ading in Zone 1 of the Neuse River Buffer in a localized area for a road crossing.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
.(linear feet)
Type of Wetland***
1 Fill 0.12 No 140 Forested wetland
2 Fill 0.11 No 90 Forested wetland
3 Fill 0.02 No 170 Forested wetland
4 Fill 0.01 No 130 Forested wetland
5 Fill 0.06 No 80 Forested wetland

* 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 t6 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 throuO the FEMA Map Service Center at 1-800-358-9616, or
online at hn://www.fema.izov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.62 acres
Total area of wetland impact proposed: 0.32
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(please secif )
1 Culvert & RipRap 130 UT to Rocky Branch 2 intermittent
2 Culvert & RipRap 168 UT to Rocky Branch 2 Intermittent

* 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 intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
_
Cumulative impacts (linear distance in feet) to all streams on site: 298 U. (Two crossings)
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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., damiembankment, 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.):
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.
In particular, the plan was modified from an originally submitted plan to the Town of Holly
Springs to minimize the impact to the NRB (and thus another needed permitted crossing) in the
vicinity of Lots 523 and 524. The two crossings are part of the interconnectivity desired by
municpalities for traffic flow and emergency vehicle access.
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.
Page 9 of 12
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
ht!R:Hh2o.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 notiimited 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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
.to. submittal. of a..PCN.: For additional information regarding the application process for the
NCWRP, check the NCWRP website at hqp://h2o.enr.state.nc.us/wM/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): 148
Amount of buffer mitigation requested (square feet): 70261
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to detetrmine, 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. Alt+,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
(Neuse), 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* Impact
(square feet) Multiplier Required
Mitigation
1 18164 3 0
2 10513 1.5 0
Total 28677 0
* 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.
Page 11 of 12
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.
Payment into Ri arian Buffer Restoration Fund
XI. Stormwater (required by DWQ)
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.
Existing impervious: none. Proposed Impervious is estimated at 23% of the project site, based on
similar projects which would be 8 acres of a..34.7 acre site. Stormwater_controls are proper
ener dissipation at the terminus of the stormwater system and diffuse flow into selected areas.
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.
The sewage disposal is via the manic al system of the Town of Holly Springs.
XIII, Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
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).
S
r ~ Jkpplxcant/Agent's Signature ' V
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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WETLANDS/ 401 GROUP
JUL 0 8 2004
Office Use Only: TER QUALITY SECTION Form Version May 2002
USACE Action ID No. DWQ No T
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval (s) requested for this project:
® Section 404 Permit ® Riparian or-Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, NW 29
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 (verify availability with NCWRP prior to submittal of PCN), 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
1. Owner/Applicant Information
Name: SSO, LLC
Mailing Address: PO Box 728
Holly Springs, NC 27540
Telephone Number: 919.427.4245 Fax Number: 919.772.8205
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.)
c Name: Russell Briggs
Company Affiliation: B&F Consulting
C' Mailing Address: 2805 Tobermorv Lane
+ Raleigh NC 27606
Telephone Number: 919.618.0180 Fax Number: 919.816.9361
E-mail Address: [e-mail]
Page 5 of 12
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: Sunset Oaks, Phase Five
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0669.04`-63-2602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Oaks, Phase Five
Directions to site (include road numbers, landmarks, etc.): Approximately 1.5 miles west of
Optimist Farm Road/Kildaire Farm Road intersection along Optimist Farm Road, on the
south side.
5. Site coordinates, if available (UTM or Lat/L.ong):
(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. Property size (acres): 34.73 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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: Existing logged site, mixed new growth forest, and some
mature hardwoods
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Typical
residential subdivision consisting of 128 single family dwellings. Conventional construction
consisting of installation of water, sewer and storm drainage utilities by hydraulic excavators,
grading for the roadways using self-loading hydraulic scrapers, bulldozers and compaction
equipment, paving and curb and gutter.
11. Explain the purpose of the proposed work: For construction of a residential subdivision as
approved by the Town of Holly Springs' land use plan.
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.
Sunset Oaks Phase One
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.
Yes, future phases not yet designed
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: The impacts consist of two
clverted stream crossings fill in wetland areas for roadway crossings and residential lots, and
gradin,in Zone 1 of the Neuse River Buffer in a localized area for a road crossing.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.12 No 140 Forested wetland
2 Fill 0.11 No 90 Forested wetland
3 Fill 0.02 No 170 Forested wetland
4 Fill 0.01 No 130 Forested wetland
5 Fill 0.06 No 80 Forested wetland

* 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 td 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 throu6 the FEMA Map Service Center at 1-800-358-9616, or
online at http://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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.62 acres
Total area of wetland impact proposed: 0.32
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
( leasespecify)
1 Culvert & RipRap 130 UT to Rocky Branch 2 Intermittent
2 Culvert & RipRap 168 UT to Rocky Branch 2 Intermittent

* 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.us%zs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 298 U. (Two crossings)
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact's Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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.
In particular, the plan was modified from an originally submitted plan to the Town of Holly
Springs to minimize the impact to the NRB (and thus another needed permitted crossing) in the
vicinity of Lots 523 and 524. The two crossings are part of the interconnectivity desired by
municpalities for traffic flow and emergency vehicle access.
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.
Page 9 of 12

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/strm-gide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but no61mited 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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
.to.submittal._of a..PCN...For additional information. regarding-the application, processfor the
NCWRP, check the NCWRP website at hqp://h2o.enr.state.nc.us/wrp/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): 148
Amount of buffer mitigation requested (square feet): 70261
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to detecrmine, 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. Alf 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 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .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* Impact
(square feet) Multiplier Required
Mitigation
1 18164 3 0
2 10513 1.5 0
Total 28677 0
* Zone 1 extends out 30 feet perpendicular from near oanx or cnannei; Lone /, extenas an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
Payment into Ri arian Buffer Restoration Fund
XT. Stormwater (required by DWQ)
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.
Existing impervious: none. Proposed Impervious is esti mated at 23% of the project site based on
similar projects, which would be 8 acres of a 34.7 acre site. Storm water controls are proper
ener dissipation at the terminus of the stormwater system and diffuse flow into selected areas.
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.
The sewage dis osal is via the munic al system of the 'T'own of Holly Springs.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's resp6iisibility to 'subtnit'the- applications 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).
S
pp&ant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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WETLANDS 1401 GROUP
JUL 0 8 2004
VVAT R 0IIAI a SECTION
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ 1,0. 4 17
(if anv narticular item is not annlicable to this nroiect. Tease enter "Not Annlicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, NW 29
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 (verify availability with NCWRP prior to submittal of PCN), 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
1. Owner/Applicant Information
Name: SSO, LLC
Mailing Address: PO Box 728
Holly Springs, NC 27540
Telephone Number: 919.427.4245 Fax Number: 919.772.8205
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: Russell Briggs
Company Affiliation: B&F Consulting
Mailing Address: 2805 Tobermory Lane
Raleigh NC 27606
Telephone Number: 919.618.0180 Fax Number: 919.816.9361
E-mail Address: [e-mail]
Page 5 of 12
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: Sunset Oaks, Phase Five
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0669.04-63-2602
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Oaks. Phase Five
Directions to site (include road numbers, landmarks, etc.): Approximately 1.5 miles west of
Optimist Farm Road/Kildaire Farm Road intersection along Optimist Farm Road, on the
south side.
5. Site coordinates, if available (UTM or Lat/Long):
(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. Property size (acres): 34.73 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Rocky Branch
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/mates/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing logged site, mixed new growth forest, and some
mature hardwoods
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Typical
residential subdivision consisting of 128 single family dwellings. Conventional construction
consisting of installation of water, sewer and storm drainage utilities by hydraulic excavators,
grading for the roadways using self-loading hydraulic scrapers, bulldozers and compaction
equipment paying and curb and gutter.
11. Explain the purpose of the proposed work: For construction of a residential subdivision as
approved by the Town of Holly Springs' land use plan.
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.
Sunset Oaks. Phase One
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.
Yes future phases not yet designed
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: The impacts consist of two
clverted stream crossings, fill in wetland areas for roadway crossings and residential lots, and
grading in Zone 1 of the Neuse River Buffer in a localized area fora road crossing.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.12 No 140 Forested wetland
2 Fill 0.11 No 90 Forested wetland
3 Fill 0.02 No 170 Forested wetland
4 Fill 0.01 No 130 Forested wetland
5 Fill 0.06 No 80 Forested wetland

* 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 impaets due t6 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 http://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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1.62 acres
Total area of wetland impact proposed: 0.32
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(please secif )
1 Culvert & RipRap 130 UT to Rocky Branch 2 Intermittent
2 Culvert & RipRap 168 UT to Rocky Branch 2 Intermittent

* 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.usszs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal2quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 298 l.f. (Two crossings)
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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., damjembankment, 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.):
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. -
In particular, the plan was modified from an originally submitted plan to the Town of Holly
Springs to minimize the impact to the NRB (and thus another needed permitted crossing) in the
vicinity of Lots 523 and 524. The two crossings are of the interconnectivity desired by
municpalities for traffic flow and emergency vehicle access.
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.
Page 9 of 12
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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
... to. submittal. of..a.PCN.. -For. additional information regarding the application process for the
NCWRP, check the NCWRP website at hqp://h2o.enr.state.nc.us/wrp/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): 148
Amount of buffer mitigation requested (square feet): 70261
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
X. 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 p%ject. The applicant must also provide
justification for these impacts in Section VII above. Ali` 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
(Neuse), 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's Impact
(square feet) Multiplier Required
Mitigation
1 18164 3 0
2 10513 1.5 0
Total 28677 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone L extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
Payment into Riparian Buffer Restoration Fund
XI. Storrnwater (required by DWQ)
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.
Existing impervious: none. Proposed Impervious is estimated at 23% of the project site based on
similar projects which would be 8 acres of a 34.7 acre site. Stormwater controls are proper
energy dissipation at the terminus of the stormwater system and diffuse flow into selected areas.
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.
The sewage disposal is via the munic al s stem of the Town of Holly Springs.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No ® _
XIV. Other Circumstances (Optional):
_._._....,........ ._....._. .,..__....... _...?:.. .
It is the . . appli . cant's . responsibility to submit the 'applicativii- sufficeyntl-y•'n- advance. of desire
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).
S
pplicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
?HL -
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0 ; E ? 7UD LIMITS
I r f%` ; 1/' ''FL7G9D STUDY
/ /' ?ISiUIT IIVC I ! ??
CONSULTING
2805 Tobermory Lane Raleigh, NC 27606
Phone No. [phone]
SITE DATA
PRELIMINARY PLAN APPROVAL DECEMBER 2 2003
SUN - SET ' cA TOTAL AREA IN PHASE 5 ~t'~..... ~ 34.73 ACRES ..,t~
OAK S PI CONSTRUCTION DRAWIN TOWN OF HOLLY SPRINGS, NORT ~ 41111 m..~,n. Q?• 881 •°'>Y
EXISTING ZONING ° PUD
S ~ • WAKE COUNTY PIN - ° 0669.04 63-2602
TOTAL OPEN SPACE 10.28 ACRES ~
T TA • 0 L RIGHT OF WAY 5.83 ACRE ~ S ~ FA FRR
STREET LENGTH 21 5 7 L.F. TOTAL ~V~t 3 ?
27 B-BON 51' ROW 4274 L.F.
24' B-BON 50' ROW 943 L"F.
ALLEY LENGTH 2056 L.F.
SIDEWALK LENGTH 5120 L.F. REVISioNs
BUFFER LENGTH 25' UNDIST. 3291 L.F.
RE N0. DATE DESCRIPTION G ENWAY LENGTH 2022 L.F. 4/2fi TOWN CObiMENT5 3/30/04
DISTURBED AREA 13.3 ACRES
IMPERVIOUS PERCENTAGE 29%
UTILITIES DATA
PUBLIC 8" PVC SEWER 4160 L.F.
SEWER DEMAND 105 060 G.P.D.
PUBLIC WATER TOTAL 3484 L.F.
8"WATERLINE 2531 L.F.
6"WATERLINE 531 L.F.
4" WATERLINE 422 L.F.
UNIT DATA
~ I PHASE 10
UNITS PROPOSED 128 UNITS
~y~ PROPOSED DENSITY 3.69 DUTACRE
i g d..-.,_~ MAX. LOT AREA 16 521 S.F.
MIN. LOT AREA 4 266 S.F.
mwa..,,,,,o,o AVERAGE LOT AREA 6 482 S.F. PROJECT INFORMATION
OPEN SPACE REQUIRED 3.47 ACRES <10°/> ~ PROJECT MANAGER: RJB
i ~ OPEN SPACE PR 1 . OVIDED 0 28 ACRES DRAWN BY: AJF
APPROVED BY: RJB
SHEET INDEX i DRAWING NAME: PHASE5-20040503
COVER SHEET D-1 C
SITE PLAN CD-2
PROJECT NAME
GRADINGIEROSION CD-3
CONTROL PLAN
°~~'~µ23 OVERALL UTILITIES PLAN CD-4
LANDSCAPING PLAN CD-5
ROADWAYIUTILITY PP-1 TO PP-8
PLAN & PROFILE
~5~on S~eo~~~S~~~N ~...~„u
DE - TAILS D 1 TO D-4
OWNER/DEVELOPER: r- NOTES:
SSO, LLC ~ - ~ 1. ROADWAY IMPROVEMENTS ARE TO BE ACCOMPLISHED IN ACCORDANCE
P.O. BOX 728 osss-~+-s+oa WITH THE PROJECT DEVELOPER AGREEMENT,
2. LOCATION OF STflEET TREES AND STREET LIGHTING WILL BE FIELD COORDINAGED BY THE DEVELOPER TO ELIMINATE CONFLICTS.
HOLLY SPRINGS, N.C. 27540 ~ ~ - - 3. STREET LIGHTING TO AE PROVIDED ACCORDING TO TOWN REQUIREMENTS
[phone] PHASE 1-4, 6-8 ~"~~*51u AND IS CURRENTLY BEING DESIGNED BY PROGRESS ENERGY.
i^ B 4. ALL NEW UTILITY LINES MUST BE UNDERGROUND. 5. APRE-CONSTRUCTION MEETING WfTH THE TOWN CONSTRUCTION INSPECTOR OWNER
AND ENVIRONMENTAL INSPECTOR (919-557-3938) WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION.
CIVIL ENGINEERING: ~ °~¢'~s~0 6.ON STREET PARKING SHALL BE ALLOWED ON ONE SIDE OF 2T B/B STREETS ONLY.
B&F CONSULTING, INC. 7. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN
2805 TOBERMORY LANE AND CONSTRUCTION STANDARDS. 8. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING, MARCH 2004, AND IS ~
TIED TO NCGS MONUMENT "SUNSET 1957", BM 1998, PG 1373. NAD 83.
RALEIGH, N.C. 27606 I ~ y 9. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILfTIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
PHONE: [phone] \ ~ / LOCATING SERVICE 48 HOURS PRIOR TO DIGGING. 1-800.632-4g4g.
FAX: [phone] ~ 10. ALL OPEN SPACE NOT DEDICATED TO THE TOWN OF HOLLY SPRINGS SHALL BE MAIMAINED BY THE SUNSET OAKS HOMEOWNERS ASSOC.
1 t, WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY SOIL AND
ENVIRONMENTAL CONSULTANTS. 12. REFERENCED FLOODPLAIN ALONG ROCKY BRANCH SHOWN ON FEMA FIRM #3118300680 E,
LANDSCAPE ARCHITECTURE: " TONY M. TATE LANDSCAPE ARCHITECTURE P.,. ~ ~-~2-~ ~~Z_~, aegis-s~-ess7 DATED MARCH 3,1992.
P.O. BOX 728
I certify that these plans were prepared and that this project shall be constricted in accordance with the
5011 SOUTHPARK DRIVE, SUITE 200 ~ followi ans, the latestedition of the En ineed HOLLY SPRING n9 PI and Constrlktion S 9 n9 Standards of the Town of Holly Springs ~ and other applicable Town ordinances and policies. The Engineer whose seal and signature appear bebw
DURHAM, N.C. 27713 cert'~fiesthattheTawnofHoll 'n En i NORTH CAROLINA 27 y Spn gs g peen Desi n and Constmction n 540 n9 0 Sta lards have been thoroughly
reviewed for applicability to this particu~r project. Any proposed exceptions or deviations from the Standards aze listed specrTicalty on Sheet Gi at these drawings. Furthermore, all comments of these plans
[phone] conformance with the approved Preliminary Plan for this project approved by the Town of Hol CAR® SHEET NAME
••~,.ess,,,o,~ 0®.OFE8&p ,~1.
LAND SURVEYING: 'Z "Q` ,'9
® S ® VE R E
SULLIVAN SURVEYING T .
1143-D EXECUTIVE CIRCLE a s a1~e e osss-s~-use ~S
CARY, N.C. 27511 q FAIR
~ ~
[phone] .
DRAWING SCALE
ENVIRONMENTAL CONSULTING: VICINITY MAP ~Y~
HORIZONTAL;1 "=500' -~s-~u VERTICAL;1 "=500'
SOIL & ENVIRONMENTAL CONSULTANTS
11010 RAVEN RIDGE ROAD GRAPHIC SCALE ase-n-son
RALEIGH, N.C. 27614
DATE
[phone] 5-3-04
( IN FEET ) oaesao-ans
1 inch = 500 ft~
SHEET NUMBER
CD-1

~ CONSULTING
~ ~ r ° / '0 ' 2805 Tobermory Lane
~ / Raleigh, NC 27606
~ ~ GRAPHIC SCALE Phone No. [phone]
~ ~ ~ ~ J~ 100 0 50 100 200 MH1
m} am m
~ FUTURE
~ ~ z PHASE 10 FUTURE ~ F 1TURE ~ ~ >N ~r ~ caR
~ ~ PHASE 11 1 inch = 100 ft Q..• e,•~/ LASE 1 I ssr o~
i _ w r ~
1 l W fr 1 25 T1PE 'C' OPAQUE 7HOROUGIifARE BUFFER ~ i S I
L___ / ~ 25.0'TYPEC - - _ OPAWE BUFFER 2Y TYPE 'C' OF'ADUE
^ ~ - - BY OTHERS THOROUGHFARE BUFFER o~ ® e ® s1~
t.i1_ f ? D ~
820.0, . ~ OHL ~ R20.0' - _ - - - _ _ _ 1' E-E _ ~ R FR ~ I a~,ti
---C--~ _ --tom _ _ - - - - _ _ BE ACWMPOSIIED ttl A00018)ANCE W~~ 1 - 20.0' ADDITIONAL - - - - - - -OHL N ~
- - r - - _ _ - - - - - _DNL _ I _ - _ _ _ - _ I
_ _ N88'0747W N8T1708'W` 98.83' 98.88' ~ ~ --_J
N8834'28'W ~ B '10°W 31~ 91.53' 25.0 C'~ t FtJU YAPPED - qa' R20.0' 2 12 Ntr>ts'srw OPAQUE BUFFER 0,0' ADDITIONAL
too-iti Fl.aBO -.nn',~ a~-, ~ ~ _ ~ _ 590t'wAUC b°' R2500 69 2f zd 30' so 5N871n'8Tw ROW N '7p'33°w ~ ~ 4.57 ~
N R25;D' 60 20 zo' +52rrr xe5zs'1o'w REVISIONS - _ ~
~ .e7' ~ 12,677 R160.0' > R136.5'SW / u'
f~ L _ _ ~ W RR'15D 0, ~ 9,114 S.Fpro ss~? _ - ~ ~ NET ~ _ _ _ _ _ _ N0. DATE DESCRIPTION
q1' y 6,053 S.F. / 562 ~ I I ~ _ - ~ 560 ~ ~ ~ I ti 559 _ N i w 7,853 S.F. 559 _ JiJ/ h 5JV ~ ~ N JJ'F 1 G[9 ?~o,\ U° ~ - teo / so. NET 17,565 S.f. 7,566 S.F. 7 571 S.F. a JJe7 *g• " - - _ _ 4/26 TOWN COMMENTS 3/30/04
~ / ~ ~ 7,580 S.F. 7,580 S.F. ~ 9,156 S.F. ? ~ \ 5,493 SF. ~ ~ 7,Si i i ~ 7,565 S.F' 8.832 S.E ~'2 ?~4 1., 502 1 ~ - 'OH1~"~ _ l
r 9,7x2 s.F. \ R12d.5' NET z ' ~ 552 25' tYPE °C" OPAQUE ° a ~p° R136.5' 4,646 S.F. h°j THORWGFiFARE BUFFER AGUE
b : NE7 ~ ~ 7,574 SF c`j' L b I 7,924 SF_.k// a. ~ it' so' / n 1FFER ~ ~ ~ _ ~
- - _ FT - . s 5 so so _ 5-°~~~ _50. R175.5' o' s~ ~ ~ E \ ON STREET PARKING TYP. -5~ ? - 1~- P ~e~ ~r / ~ ~ ~
°~q - 3~•\._. I 0 y P 503 rs ."Ti'rtrsr-~ 5.. ~ is i' R163.5' ti~ JJ1 ? Ft:oL ^ rS37"-------~. \4 ~ 7,942 S.F. sELmt RD c• ~759'Ht ` - ~ ~ 8.368 S.f. R150.D' - ~r ~vrr ~ ~ R150.0' .nsY ~ / o~ Ri63.5' - W~]( 27. ' / aA~ Paa _ i OP ACE ~ ,
\ \ 1
__..~~-1_`.._ ~ dVYR175.5' 2a' si' j:..y - \ ~ a/ 1 o _ _ - R2D.D' zs' , AMENITY SITE ~ ~1 o. 8,697 S.F. / / 505 R25.0' R2D.0' w 40' 39' t ~ / SITE /r~ - _
,o--A.'.--- - / „ Oz150 ( SIGH GGA 1 _ m b ~ 6.879 S.F. ISTANCE TRIANGI • 8 ~ J.JV POOL/BALLFIELD ~ ~ g~ IZ N84'144 - NET ~ - u R136.5' 8,287 S.F. 1 v _FIELD
33.04 s g'\ \ ~ 7.654 S.F. / _ -tao' NET 4.106 S.F. 5,366 SE ~ \ o1N a - Pn. - _ ~ ~ ~ ~ 4.400 4 i R124.5 ~ ~ _ ~ ~ ~ i ~ CABMIA R QUB _ - _ ~
. ~ BY OTHERS e,. 506 i ~ 920 = - a w ,2; 14 ° o sus - _ 7,ODD SE NET m ~ - ~ ~ 5,386 S.F. ~ / =RS ~ -t~~--- fi~" ~ vv v
4,984S.F.o( _ ~ 4,400S.F ~ t~~0 S.f. 4,400 S.F o~ , / ~ 5.43 AC. o s - _ _ _,ao' 1 al - ~ ~ C ~ ~ \ I
u ` 100 YEAR ~ a1 - - - 2' PRIVAT Or 119 ~ 7,866 SF. l . - - .7W _ _ -
FLOOD LIMITS NET m - . ~ MF~T 5,2x4 S.F. m ~ 1 ao ' ~ 507 6.058 SF. - - no 21 9r 30' - _ f9°W G., ~ i ~
LOT 11 _ _ 7,636 sF ~ 7~p,7-u ~~t• s = ~ R274.5'~ ~L~CI n N r .rrr 1 r.... 9,` 1ao' R286.5' 1A ~ ° 1 P1 20' So' 14 33' S0' r~'rr rr N841 * - j ~ 5,632 S_F. y- m So' r r r i - ~ -
- - " NET ( - R3oo.D' l`~ 1'+PEPI SPACE , a,aoo s F. ~ 1~ FEYA YAPPED / ~ ~ - k ~ 109 1~ 14,325 SF. ~ 110 V 5Y~ too-xt FLOOD -314' T".p _ _ ~~p 7.719 S.F. ~ ` 1 ~p ~ 19218'50' _.--J ~ I 50, ~
7 ' t^ 508 ~ 902 I N ' A o 548 6,111 S F. r ~ x o R313.5' 4,709 S.F. , n ; ,
u 9SS - ~ y 7,965 SF. ~ 8,480 S.F. b 6,213 SE I V;~ - o . ~F, - - - ao R 2 ~ , 1 t ~ 4,26fi S.F. ~ ~ ~ ~ 545 - ~ . - N ,;J Y i ~ ` ~j0 y ~ i 61 f 6.275 $.F.~ ^ 543 . A 2r NEUSE RiYER- " 5 "!ar_ ~ ~ . ~ NET ~~BY ~ l \ I e~ - . ~ c r N 5Q,2 ^I G,~ ~ I I e 6,687 S.F. COO - ~ . ~
- ` ~ ~ ~ 6,328 S.F.~ .--BUFFER NET N ~ ~ 6,341 0 " GREENWAY CORRIDOR ` ~ o. se, M w. 16,34! _ I I TO BE DESIGNED AND - -(HATCHED)- 7,445 S.F. 3 S.F.^ 6,341 541 JND 540 - ?9 m I 6,348 S.F.~ 6,355 S.F.~ ~ I 11,786 S.F. _ -J~ I
MAINTAINED BY TOWN Y'J~ f.-_.- - 4,400 S.F. X12 R25.0' 10'x150' ( SIGHT . R20.0 OF HOLLY SPRINGS $ ~ - 509 t,o ~ 5 ~ 5,87( SF. DISTANCE (ANGLES 6,338 S.F.=' 6,1i~ - m I 10'x150' (T~.) n,.iu I I _w9' - "
•°s, p 1+..~__. - ~ 7.445 SE too/ NEf y~~`.,..~ ~ ~ ~p s R25.0' ; za s a ~ 4,275 S.F. 13.5' R20.0' DN STREET PARKING ~ _ - ' - / 7,179 S.F. ~ _ DISTANCE TRIANI~~ c I _ ' ~ ~ ~ ~ NET . - fdVISED ~59WY5 i
4,400 S F in~\ N 910 ~ R22 5 ; 1 (IYP.) ~ 6G'~ sa ~ _ _ _ 510 o. „e , ; , ; _ - ~ ~-?`r~ K- x,675 s.F. ~ IC so' HC RAMP TYP) 9,571 S.f. _ 8~ nHG plc so' 820 537 ° ~ ~ I moo' 2540. I
m dL ~ _ _ . 7,506 SF. ~ s _ 2 B~ N 905 , - ~0. ! .i .711.7 ' , ~J~~..-~~~_ UV S1REE7 PA 2 825.0' 16,521 S E i - ~~7T,~7~ ~j~ ~ 820.0' ~ I
1 ~ :L ' ta0/ NET a. 4,490 SF 9 ~ 62' S~*'~3kEt / 5,140 SF. t,o `6,278 S.F. e j' aa' ~ 8525.5' _ _ PROJECT INFORMATION - _____8~13~ _ ~
- _ - 5'n a~ ~ ~90~ ti~ R200.0' 929 7J1! R25.0' zs' - , 1 ~ a y ~ R786.5' 4,635 S.F. ,512 S.F. ~+t R20.0' ~ , - - ao T a s. 10. a,400 ~~`y ~ y, R1745' 4,400 S.. m 825.0' -T - - - _ ~ _ _ I 820.0' 4o ao. ~ RSOOA` ~ ~54~ 1974..
- - o NET i+ - ~ o e - ~ Sri _ - S9y / 5.170 SF. 4 ~ ~ 4,685 S.F-°' - ° 932 4 825.0, 40' ` \R48~5 - 27.0' ~ R . ~ ~ i _ _ Rsfis ' B-B _ I PROJECT MANAGER: RJB 820.0 - ~ ~ ,O, 51.0'
~ / 7,201 S.F. a f - - 512 4 o 4,400 S. 951 25.0' I ~ - ~ 4,75o s.F. i ao' ~ - - Raw I DRAWN BY: AJF o R2 NE ~ - _ ~ 825.0'
P S.F. ko 927 _ 7,007 S.f. ~ 4,724 S.F. 1 ' PRIV TE ASPH T ALLEY R150.D' n 5,155 S.E~ - ~ \ S~SF , o tA0/ `o- ~ ~ IN 20 PRIVA DRAIN EASEM T R163.0' ~~p ;5,155 S.E~ ~ 0 6 ~ ~ 825.04,908 S~ o ~ 1 0'x150' (TYP.} SIGHT I ^ - _ - ,D' R2D.o' DISTANCE TANGLES APPROVED BY. RJB
_ ~ 4i NET ~~pp s 7`p _ ~iJO / R175.0' T%• - ' ~ N 4,977 S.f. , / 2 \ \ 4,400 S. . 51.01' f T ~ "513 S.F, ~ ~ . t,.... ^ 4,589 S.F. _ \ 4,400 S.. ~ 6,286 << 536 ROW~7.0 -
~ ~ 5~ _ H.74.5' y -r- ~ _ ~ FE11A NAPPED ' i 1::aa 5' rj. / \ \ L E aao s.F. ~ 7,435 s,F. - B-B~ DRAWING NAME: PHASE5.20044503 \ ~Y A 8251.0' f ~i~p, --R 25 o i I R1871~ g~~ 82000 a A
,W-~noODS: ~ ~ ~ ~ NEUSEaI>~. x,001 s:~/ / 6 926 ~ 933 ~-~1B7n. s -.BUFFER- o. t NET N ° 0' ' 4,463 SF. \ / m' / 6,415 SE R200.D' \ (HATCHED).. \ 5.359 S.F. r, ryo ~ I ~o. p5 R200.D' \ \ M16 t`49C 8212.0 " , P 4,39 S.F. ~ 1...... - ~YALSK \ ~ I 1 8225.5 ~ ~ 7174 S.F. , ~ 825 0' ~
\ 514 ~ ~ / 924 P / ~ ~a ~ V ~ft239 1 1~\ ~ R2D.0~
- ~ 4,400 S.F. , 4,771 S.F. / pis, 7,667 S r ~ 1,228 S.F. 1 i , ~ 'e• LOT 11 , tae/ R313.5 ~ ~ 'o. s / NET R325.5' - by 923 ~ R188.0 r° 945 ~ ?p/ pis, 7.667 S . d1 953 F~ g .~izp, Ar / 5,50, s.f. N~ „ 6' I PROJECT NAME y,,r p~ ~ 5,052 S.f. N . Rl _ - soEx'wc
VACANT " - r \ 5,593 SF. v,4,672 SF R175.0, ,4,463 SF. - r' 4,400 S.F. / s- a° 'o~ ~ P ,463 S.F. ~ ~ ~ e`' ~ ~ SU ~ ~ t
515 \SO, o- ,,pp p~P~ \ NET t, R20.0' NET ~ R200,0' ~ P~ P / 400 S.F. ~6 7.174 S.f. ~ - lq a - - ~ l ~ OQ~ ~ ~ ~ NET V~~o• - - ? _ Av ~ 'F. ~o. ~ 6,141 S.F. ~ -x ~
- 7.rKb S.~/ 5,572 S.F. \ R25.0 922 4,028%. ~r~ X4,572 S.F. ~ 212.0' ~4,40C S.F,'~' 0 / _ - _ \ 7177 a o Q~ _ - _ ~ 't 5.366 NET R .0' ~ ,Q p ~ se.. / 955 ~qq _ _ Q~ 4,400 SF, d~ 533 a ~ - 4 w I
- _ ~ s ~ 4439 SE T ,~ti~ Q 25' UNDISTURBED1'r ~ 516 y`" ti o 4,910 S. o. r ~ , 4,401 S.F. P TY \ _ ~ a- - - \ R o o, 956 OtkRALL ROPER _ 8,905 S.F p~~4~ giti ~ ~ ~ NET 7,174 SE _ 956 6.920 S.F. _ - . t
PERIMETER BUFFER % NET \ ` ~ 942 ~ ~ 4,400 - , t - o. \ = tio~p~ 6,OD S.F. 40400 S,F.R2 0' , 4,498 S.F. ~ ,o, / ~ - \
s• 941 ~o. / NET ~I b / 6,986 SF. ~ 532 ~ 4, ~ !+r 4,400 S.F, o- 6,945 S.F. - PHASE 4 I
s~, F . _ 517 . B,p .qP ~ \ ~ sS, 5,366 SF. a° ,p 4.712 S.F. V~~ 8,340 S.E~ ~ 4 0" ~ S~ ~
- o R25.0' ; Q' ~ 4,400 S.F. d Ne3sa'9 'E , J s~, y ~ 940 A~[f c 33 ~ ~ r"' `i, 0.0' ~ E40 A~ ~ 5,168 SF_ 959 ''o 4.400 Sf. c~ ~ / NET 7.000 SE hA ~ ~ A 6,209 aF. A . _ . -
\ / _ ~ - SPEGAL s SFMN~ FFYA MAPPED / ~ SIRUCTION \ \ ~ FN7 ~ 4,400 S.F. g _ a D S.F. ad NET ryo PHASE 4 R 5 I
too-m FiOW -31~% 'o~ q-,_ HOr~E ~ y 965 6 RNATE" ~ NET '9~ ~ ~ m 10'X1 GF ~ 5,361 SF. ' ' . y. 1s&5.F: 'i DISTAN ~LX 8,786 S.F. 7.000 s.! ya ~xsnmac, eta o, DISTAN fk1iS.... 825.0' f~ \ ^i .
4,709 SF. ' - - a a NET O R20.0' ° a , R4976.U'~29 ~ ~ ~4~ ~ I
- ° ~ 5.701 SF. \ \ R25.0' 961 / ~0 1: - v 7 E ,n ~ 964 963 962 5,651 SF. p r ' F \ - - ro ~ , ' R4 0'8,275 SF ._.<p. ~ 988. - 3° ~ 820. - ~,q \ I
• V 5,639 S.F. y~ _ $ ~ - _ ~ N~ ,a00 S.E a,a00 S.F ,E3 ~ 26.0 - 7 ~ 85000.0 __a ~ t" a-.~ , / i ~ ;i 26~t' _ ~ I
_ SE ~I. _:3tlFFER _ 7.000 S.F. ~o~ 5.660 S.F. \SO ~ A, "Fy ET 6,5', - ~ R136.5' 40' GREENWAY CORRIDOR Sdra_. ~ \ N7\ R150.0' ' a R5025 / ~ ET 6,570 SF. - .;l . R~~~ - ~ 'v ,y _ - m - ~ - ~ I 85025.0 s nC~,
EASEIAENT TO CONNECT ~ i'~ - NET w' a R . c PATH NEIGHBORHOOD ~ tz~ _ ~ _ ° ~ 6,007 S.F. Js, - ro
SIDEWALK SYSTEM. g5. ~ 7,000 S.F. ° / f NET DE9GN AND MAINTENANCE ~`s, - / R12 .5 ~ Ae / 5,606 S.F. \ NET 528 ~ a . i ? 5,606 S.f. ,335 S.F. ~ - ~ I - A,- A /
BY THE TOWN OF HOLLY SPRINGS. p 521 . ~ NET R 5 A5 R175.5 3 a. ~yo, 7,000 S.f.^"° 8,682 S.F. 35' zi , Ri63.5' - 150.0' - 8175.5 ~D~
~n¢° ~ ~ R163.5' . _ NET 52/ ,rye - Po75.5 7,481 SF. 8,691 y NET 527 f>*; - ~ OWNER j 7,481 SF. ~ 6,691 S.F. . I
- o. NET ~ , Tom. _ 522 / \ - 8,757 S.F. ~ 7,715 S,F. r, - ti v `.h ~ ~ PROP , I ~ - ~ 9 /
?=BT4f N6~5~~E / - NET 526 7O.o5 a ~ p _ -._r. 0W 10,104 S.F. 9,792 S.F. 526 -2F .r ~ 825. " ~ \ 50.0 ,
523 ~ ~ ' °a ~e• 11,073 S.F. - - ca 9,792 S F. ROW -
SE RIPER BUFFER- ~ ` - v _ _ HATGiFD _ _ 525 ~ I 0 - c~ 0~ 15 SIGHT I _ ~ ~ ~ TRIANGLES
~ ` ~ _ - ° 10,956 s F. 5 _ ~ . 524 _ F L e`' a' 24.0'
FFllA YAPPED rp 1W-YR N _ w 12,219 S.F. 100 YEAR FLaW .aaa N ~ B-B / - 820.0' ~ oaslwc s' ' J / SIDEWADC a yh~ ~ 825.0'
FLOOD LJMI75 , / - NET ~ \ 27.8_
_ - NEU$€-RIM3t 1iUFT1 _ 6,717 SF. (HATC}IED}r NEU$€.1846t"SUFFER _ ~ . -~HATC}IE6}-..
o .~m_~ SOO.YEgt"PLOW inns - ~ - ° / ~ E1OS11NG s ~ ~
~eb.~~- BErsias..-. ~ / _ / _ ~ " ~ ._r- smcwux - - / ~ i"
h - ~w , w • ~ ~ b - \
~ NI - - ~ m - ~ - ~ P.O. BOX 728
_ - ~ HOLLY SPRINGS -
- ~ , _ t..~ _ ~ 4
OPEN SPACE ~ - NORTH CAROLINA 275 0 - r,~^m
_ ~ A15,180 S.F.
~ ~ - SHEET NAME
_ ~ -
- - a 1" ~ \ _ ~ ~ l
_ ITE PLAN
- -
t~ e - ~ - o ~ - 4 v- d z u
_ _ w wl
ig1A YNWED ~ E 1W-11t FLOW ••3116 - ~ ~ _ - E
JL-.... $ ~l,. -
DRAWING SCALE
-ice -.~.1---' y~ ~ , HORIZONTAL:1=100
0669-45-1152 - ~ VERTICAL:1 "=100'
SUNSET RANSDELL VENTURES, LLC ~ ~
ZONE R-10 ~ - ~ PROPOSED WESCOTT SUBDIVISION
L ~ - J J= NOTES;
J ! DATE / 1. ROADWAY IMPROVEMENTS AAE TO BE ACCOMPLISHED IN ACCORDANCE
WITH THE PROJECT DEVELOPER AGREEMENT. 5-3-04 j 2. LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD
L--~_' COORDINAGED BY THE DEVELOPER TO ELIMINATE CONFLICTS.
3 STREET I IRNTIN~ TO RF PROVIfiFD ACCORf11NG TO TOWN REONIREMENTS.
i I 4 ALL NEW UTILITY LINES MUST BE UNDERGROUND.
5. ON STREET PARKING SHALL BE ALLOWED ON ONE SIDE OF 2T B(B STREETS ONLY. SHEET NUMBER
j~ OPEN SPACE 6. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN L AND CONSTRUCTION STANDARDS.
7. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING, MARCH 2004, AND IS
I ~ \ TIED TO NCGS MONUMENT "SUNSET 1957-, BM 1998, PG 1373. NAD 83. CD-2 \

- - ~
, ~ , _
, , ~ ~ ~ - w ~ - _ I
/ - i I CONSULTING
i J 2805 Tobermory Lane
i ' CRAP Raleigh, NC 27606 ~ HIC SCALE Phone No. [phone]
RE I 100 0 50 100 ~0 X00
~ PHAS E' 10 I
~ ~ FUTURE _ ~ - FUTURE I
ASE 11 I PHASE 11 ~ t n~ ) r
~ , , - , ~ I - i int;~--< loo ft, 3 N CAq
I _ ~ X Q'd,,,...30, ~ x'.25' TYPE C OPAWE I t"3• 8 m F~ ~o iROROU~HFARE BUFFER I ~°QO o~
, ~ , r i ~ - ~ - 25' E 'C' OPAIXIE EROSIONCONTROLLEGEND ;Q
_ ORO GN qRE BUFFER - TM - - , i I ~ $ a
- - - y . , _ . ~ - - . T LIMIT50FDIS TURHANCE •
_ _ a moo- ~ - \ - 0'x2 t - - I D', TEMPORARYDIVEtt;;10NDITCH °s e•
- ---20.0' ADDI110Hn1 _ ~ _ - ~ - - _ _OHL I ~ m • ~ B - - TREE FENCE ~
- ~ , _ t ~ _ - - ~ - _ _DH~ - - I ~ FA - _ _ _ _ - ~ SILT FENCE
- _ ; 500->7+ n VM X310 - - - ~ - J _ LEVEL SPR ~ ~ ~ DER
• ~ ~ ~ ( 1 0:0' ADDITIONAL ~ ~ I ~ ; , w ~I TEMPdRARYSEDIMINiBASIN - ~ '
- ~ ~ - , _ - I 1 - - _ ~ l ® RIP-RAP OUTLET Pko I EGTION '
- ~ ~ 1 r~,3 I~ I ~ ~ ~ ~ 318.3 ~ ' ? CONSTRUCTION ENV I NANCE _ _ _ ~
~ NET 1 `2 1 9,174 5 F. ; ~ - - c 8,053 S.F. \ ~ 1 ~ ~ ? - ~ T _ ~ , ,
i - _ _ _ _ w i \ \ 7,853; ~E ~ I I - ~ ~ \ \ ~F_N" ~ 7; 5 S.EI 7,66fi S.F dJ) ~ ? ccyL' ~ ~ ~ ~ 'S,4 ~ REVISIONS
- ~ - - 7,571 S.F- ~ , , '-A- 5,493 S.F f, (7,58C 5 E 7,SBC S.F "r'? 91' ~ ? , , ~ ~ ~ '.'.79 S.F. ~ 7,S6i S.F. ~6 S.F. ,
y Z 3,742 S.F. A ~ .'8,832 S.F. / ¢ FFE=317.4 \V - NET I ~ - - N0. DATE DESCRIPTION - _ _ _ - ~ oHL ~ , ~ ~ 4/26 TOPIN COMMENTS 3
- - NET \ \ ~ ~,646'`S.F. ~ ~ Jeep ? , L--~ J - 7,924 5 ,yft~ \ 18j \ - OF DISTURB CEN - ? 25 TYPE 'C' OPAQUE , - I S~ t \ - a 7,574 SE ? `THOROUGHFARE BUFFER - - - ~ - ~ /30/04 C' OPAQUE ~ _ _
. P~~~Y~ 4A _ - I 5 - .x- , dtE BUFFER ~ ~ ? ~ _ , -
RD , - ` ti P~ ~I - _ ` - 8.348 S.F. ~ f, \ \ 1 d. FFE=316.4 ~ H - - r \ ~ ~ \
-6 " ( I v A\ ~ 7,842S.F. i StF7 , - ~ , ~ ~ -~.1 ~ ! \ 9fLTER auQ Fool ~ - ~ ~ ,J ~P ACE ~ -
, , _~-wc _ / 8,697 5... / 01 ANCE > , ~ t, , ~
, - FFE=376.2 / - ~ 7 - i A ~ 1 , / : ~ 6, r9 sF 1 A~IENlTY SITE _ - ~ l v f'~-- - -NEI_ ~ ~ - ~ ' I~ _ , IY SITE ~ ~ _ _ ~ , ,
7654 SF' ~ FF'~=375.6 \ Ilhb'F:' / - - I NET 4,iW S ~ ~ DIS~ ~ i , , .I - r, - - 33~;sF ar..~ - B,2B7 s.F. P00~/BALLFIEL \ _ ?LLFIEL[~ _
nu, . , ; I ~ ~ NET 1 ~ ~f n/~ 4 Av \ V iLIMITS OF 1 f Q ~ ~ _ ~J.~~.. ~ ~
_ ~LASSA. 7C07iS.F.4984'SE~ , F 920 ~ 916 f DISTURBAN , ~TH~RS F - ~ RI~A{'~PAG _ - FFE=315.3 I 4--4.400 SF ~O 5,380 S.F. 1 ' \ 0 SF-44 ` ~ ~ 00 S.r \ , - S craws d aue I _ . R - Rain J ~ ' L _ _ ~ ` ~ ' _ ~ -
` ~ ~'7~' YEAR - 1 w _ - 1 _ ~ "5.43 AC. 1 1 549 1 ' FLOOD 1J141TS ~ 7 ~ TE!ApORAf]r SFDIM BA$~ {7--~ A A~. / I ~ ~ ~
EO - d DRAINAGE AttEk S~CRESI,~ - - - NET I 1 - "R N E ~j ~ 1 1 7,966 SE 1 T, ~1 - _ _ a• DISTURAED AR 06l~CRLS J ~ ~07` 6.058 S;'F. 1 5,2,4 SF. 1 _ -
, y yfZE 40'X 0'X3.2 lire S.F. FrE=319.0 _ _ ~ ~ 1 i 'T I ~ 1 a _ ~ _ - ,~..Anl: vTIR 1-` , - z ~ ~ -
, FLYA YAPF~D / t^ _ I U 56'2 ~ ~ ~ . ' ' ~ ~t~--_ REP___ 9Y- ~k+~`~-Bn`51 - - p r ~ ~ t ~y • 'v. I _ w - ROAD c cnoN Is vET ; I 1 ~ IOP-YR FLOOD -314 _ PtETE ' SPACEI ' 1 1 4,400 S.F. 1 . _ 1.719 S,F. I ( 14.325 SF 1 1 1
-L-~: ~ ~ 1 - . - , - ~ - r _ ~ [y
L - - 9`F - FFC-3146 1 \ ~F72 11 t t' ' 1 ~F - - rs5s ,,.F ! V'~, a.7ae s.F, ~ 1 1 1 1 ~ s,ms.F. ~ NEU RIPER-- ~ ~ 1 ~ 8,480 S.F, 6,273 S.F.`, ~ I - - - a - I ' 1 1' , 1 ) -4,26E SF t 1 IF THE OTS ARE~!M GRADED I
_ , -BU ~R' ~ ~ 1', 1 .1 / - NET 1 ~ 1 ~ L 5', B A SEP ATE, OR 0 DATED _ THAT "EO ' 1 1 ( 1\ ~ - - ~ . - . ' X - 6 ER 6.275 S.F. I y~ N4J~Ef7VT.R~ _ r~~ 1 ~ ~+w~~ ~aNIfFl:R ~ ` - -
- _ _ 7.44$ S.F. ~ L / ~ CONTROL' LAN PALL 8 6,328 S.F. ` 1 / i SUBMI TH SE ~ 6,34 f:~. _ ~ FOR i - LOTS S. - -'l'RE~ FENCE °FE-319.? \,4,400 S.F. 1 ` 1 / ~ , ! 1 ~f 1,328 S.F. J ~ I I NF.T •~r~~~h", 542 J } ~i,6R, SF. J 6,341 S.F: 541 I I 53A ~ . 6,;148 S.F.
, AL) 1 V - L_ - ~ ~ ,.44a S:n. ~ ~ . ` ~ , ~ 5,8 L__- ~~MI1S _ 1 / ' ~ - DIS N - - 6,355 SF. ~ I 1 - ~`FE=351 9 7E6 ^.F ~ ~ - 16,338 SF o S.FI I _ _ _ -
- I _ _ 'A$ SHOwN, 7,179~S.Fl \ ~'atM~ \ / / 4,275.~S.F. _ - - - ~ ARY SE ENT ~ ~ ~ \ 4,400. SF. ~ - , i - i 3 \ ` I I - - " ~ _ , + 1 1 J . _ I 1 N~ _ ` 100 1FAR MOO 13915
C.,~. iii ~ 5 , ' t 11R,~ EA 1 3 A ;y~ ~ 1 / ,4;~5 3F~ ~ ~ FrE=314. " ~ .zV~) _ , ~ SI ` o5'X100'1i2.6`~, Y _ 's-V - - / HC RANP I,ri ~ FLWO 51wr ~ ` 5 I 19571 SF. ~C '7 / - - F~ t d 5 }
_ - i - q^ ` ~ 0~ r - ' ~ - 278 5 1 ~ LA Y LEVEL SPREAG frE= \o.~ \ , _ I FFE=347.A i1~~/ eaF nRC, 9JC - < ( _ ~ ,
~ - - - LwHEN?i p2 ~ S7R my - \1 - t ~ Tr$E FEN _Sf FENCE A30`r I ~ '"FI ALONG CONTOUR ~~++_J -1" RCS' - '
- Jo ~ 7>~B4 ~F- 9111 1 ~yj~ ; - i ~ ~7 = - J _ ~ S9.. . ~ N 44~~., : r \ ,~GO~~~ r 4,635 S,F. ,5?2 SE f r...-'~ ' ° 1 ~ a r' 5DE~~NRB ~'iORA~Y M A 'SERIES
, ' - ~ .5,170 978 4, 40D S.. I I o , , ~ - - < 6 .T7 ~'t , , . - . - q , ~ ~ - _ _ ~r PROJECT INFORMATION o - r 1 'RAIN J : O:~gFRES ~ .I ~ _ 1 DI 611 0.1 ACRES
' ~ \ ~ ~ - ' / ' S,~ ~=31 ~v 4.~ \ / 4,685 S.F, (1~;` ;1 . , - \ ` , ~ ' r ~ 0 „ f _ ` c.7 - • 1 U \ x,001 o-~ ~ ,F 'o Ate. i _.._.iV /?P~ ',,9L~ 7.201 S.FI t 7 T 5,400 S. nna~y + 1 ~ SI 9' 3' (TYP.}`~.,, , 1 ~ .7~JI ! CDNSTRUC ~ I S' NlIR
_ - ~ • 5 ~ /~P 4;724 SF. LIMI OF OIS RBANCE I I 515 , SF. - - ~I,7so s.F. ~ t~ANr~ R PER cxlaDagNr J PROJECT MANAGER: RJB 5~1s s.F. - , l Te'~ ~a s~ f
- _ 926 ~ 5, s.E~ ~ - v 1 ~nNwf+;~, '(REE , 7iiV FFEn313:S ~ / 4,589 S.F. ~ / A / - ~ ~ NEUSE RIVE FENCE i J D01',S.F, { ~V/ 5-21 ~ ~ • ' S 100-ffi FLOOD +J1P i 1. ` ~ J i I ~ FFE~, - , - _ ~ - 950 ~ I ~ - ~ _ DRAWN BY: k
_ . _ t `~(HATCIIED)- , ~ ~ ~ 5359 1 ~ ~ 4,453.S.F. ~ 1 q , , f fi:ze~~ , l 7,a3s s., l - - r~~ iN . ,
_ MEII..~"S S F. / CC / ~ fi.475 S.F. ~ ~ ' ' 1,,, - _ \ . - ~ `1 a~4 '-FE=313.1 \ ~ ~ __c ~ ; . ~ i ~ APPROVED BY: RJB y' \ ~ ~ +`1 ~ NET : ~
! 1 5 - ~ . /P LOT `,11 1 l-- _ 7.22B S F 1 \ R ; 4,4pD > F : ' a94 ; , C ~ 14,391.s.F. 1 _ J DRAWING NAME: ' ~ , / ~ PHASE5.20040503 r / ~,.a37.4,1~4 ~.F - 1
~ ry~ , \ T. ' VACANT \ `~F~ _ NEi ~ ~ , i 4,771 S.F. ~ / o,6S .IT.) , ~,65T~S.IT.j / / ~ ~ ~ ( - '_4\ TEIAP. DIVERS / 5,501 S.Fa~ ~ / IAU OUT. COQ TOE -
. 1 ~ / ~ 4.4C0 S.F. \ / 4.672 S.F. ~ / ~ r, ` _ _ _ - _ ~i5 FFE 3 2. \ / n - / \ 4,463 S.f. _ _ / , r \7 SD5ef ~P.v~.n ~ 1A FENCf 4463 S.F. ~ / / 2 S.F. ,C ~ Nkx+ t- _ 2'. FROIA TDD / ~ / j ~t~ / : ` `~7FF BtiFR~ _ ~ ~ X10' CLASS A ~t
7 6 SUF. 5,572 S. ~\o - a~ ~ 4 NE:T ~ C ~t76 / ~AA _ y.~ _ ~ / ~a , / 5,572 ..f. C%/ I ~ PROJECT NAME I ~ I .40C. SF. / 4. A. 7,174 SE - " `.DRIP RAP PAD ~ I - l SF. ~ /NET . FFE=33E, ~ ~ I
25' UN FFTE=312.34 .3,100 S.F. DISTURBED ~ ~ ~ 4386 S. F. / 7 ~ ~ / OVERALL PROPERTY J \ ~ ~ _ ~~6 15 NFT~~ \ /~(e ~%L~ , PERIMETER BUFFER - _ ~ ~ ~ ~191D / a-aas s. F. ~d'' ~SS .r-rv / ~ / ,141 S.F. - / / / ~ / 4,400 S.F. `~5... ~ ~ ~ _ ~ .7I7FY FENCE ( - .
~965'SF ~ _ _ _ _ _ ~ _ 5P ~ s,~ ~ o ~y a,4bt s~ ! / I , / / ~ V ~ ~ ~ ~'C,OTSiDE NRB _ l
~4P 6 7 S.F. - - - ,42 ~67A 4.400 S.F. J~ / 9~2 / 4,40 I FiF=312.0 ~ a ~ / ~e~ / / ~ 4,498 S.F. / - ~ ~ ~ ~ 1~ ~ GFj 6,92 SF. .~7,17r~F. f/~ ~ / 4,400 SE ph/ / FFo=3.r4:R / % / J
- _ .a ~ - - , , 7 ~ y- j, , . ~ / / ~I n)R' FFE=3305 ~ ' _._".L - - ~ ~ ~ ^,4Q0 S.F. 0~%~ /.986 SF. ~ ~ \ J.
~--s-__ 6 ~ ~ ~6 SF. / Jai--......- , / / ~ ^,4D0 S.F. _ ((yy~~~~ . i , ~ 532 , I ~ ~5s ~~hi t \6,945 SF . ~ PHASE ; I
_ / I7 !2~ G ~ ~ 4.400. SF F _ Fq n uuwcp ~ ~ EE FFr, STRUCTION ^~Ai / ~ / 4400,, S.F e)~ / NET $ 000 S F. ~ 6:209 S.F. ~ r ~ ~
100cTR FLOOD ~J10 ` ~ ' ` NR ET. HO),IEt T ~ ~ ~ /',\4,490 SE / l f _ / / / ~FfE=331.8 - - - _ _ 70 5 F. ~ NET ~ ~ _ 100 FLOOD Uuir; J.
. TJAPORARY SEDIMENT BASA~.~gS i •5; S.r: SPP ~ 1 DRAINAGE AREk 5.0 ACRES. _ 5,361 SF. DISTUP.PED AREA: 1.8 ACRES', NET`,\ = it s ;.e- i 786 S.F. 7 , f Px~A.¢, tD kre \ ~ ; ~ .000 \ - 7MC INC. I
SIZE 53'X760'X3' 1.~:.. 5,701 S.F~ - ~ 1 ~ ~ SPILLWAY: 1D' WEJR - _ ~ /y~ / ~ -331.8 FFE-331:8 ~ f ~ 5MMTREE F$JGE ~ - ;
. REPLACE BY 100' LEVA SPREADER',, J~72 5,f51 3.F. / `k, l ~ 3 L2.. y~~ 5639 ` ~ ~ wHEN ROAD CONSTRUCTION IS CaAPLETE. v1J,,. NET \ ~ S.F. ,400 S.F.44G i
\ `1 S.F / I (IF ~~r~- SPREMER IS PEQUIRED) - USE RIVET?-^>iiFF~R ~ 0 40' CREENW - I70~D SF.~ ' . ~ FFE=310.5 \ i J , i ' _ I Al' CORRIDOR ~ A V ~ ~ / ~ ' , ~ ~ 1 , i / _
~ DOUBLE - EASEMENT TO CONNECT ~ - ~ gg~y- VATH NEIGHBORHOOD ~ ~ NET 5=3.T, ~ ~ - j ' ' r I . ~ ~ i i , ` ~ -3<~ ~ - ~ n ~ i
- ~ ' _ ~ ' 52G / - , SIDEWALI( SYSIEM. ~ ~ 0,007, S:~ ' 'y DESIGN A.0 Mn7.?'NANCE ~ ~ `,..,OGS 3.F. FTF=310 ~ _ ~ ~ ' ~ ~ / `
~ BY 1HE TOwN OF HOLLY SPRINGS. ~ ~ ~ ~ / ~ . - - - 5,21 % - ~ v ~ ~ 5,606 S.F. A n I / NE7 52 ~ \ INV.IN 24:5-" ' 2-3 RCP ' TREE _ ~ ~ 5,606 S.F. '8,335 ~ ~ 5 ~ -
7 7 _ - ~ - - $682 S.F. 5-3. ~ / FFE=326.6 X J fFE 310A ~ ~ ~ FFE=326.6 _ _ OUT aDFNFvF` J i ' ' ~ ~ - - - PI~T,FENCE A$OV?r ~ _ "
52; ~ i NET'S - - - ~ - SILT.F~IC6-~~ ~ u 7,481 SF 8.691', _ Storm Drainage Summary -Sunset Oaks Phase 5 ; ~ ~ TREE F / - ~ _ EE. A! JfIG ,COV OU NET`, _ ~ , 7,481 SF. 8.691 SF. ~ ~ -
Storm Drainage Summary - ea57 3F 7;715 F. _AS 4~oTA1ED~ `a FFE-3225 , Summary of Pipes • 512!04 ~ ~ ~ ~ FFf= 8 _ - FFE _ , _ 3225', ~ ~ - - i _ - V ' - IEMP_ DIVERS!bN DI -
- - Summary of Structures ~ NEr ~2 _ - _ - _ y~ calculated _ _ - - \ 59~ /TRRE ~FNn .TTSmE ~ ` . iONaS.~-. ~ 6', - From To Rahonal Intensity Area Q 10 Q Length Diameter ' I N WHERE 'OSSIBLE. ' _ - , ~ \ ~ _ A , F<r OF aP ~ ~ I OWNER _ _ ~ , t 26 111 /~_7 -
1 F~ DIA. 51ope Invert Invert Structure Type Rational Intensi I,m s.. - Q - - F. ~FE-. C -_(inlhr) (ac cfs - _ _ _ - ty Area O_10 Reference Depth - \ 317:6`, - ) (cfs _ , 'U~ dER BUFFER i (ft) (inches) inches ~ , .3732 SF' - d=-- /INV P3~:5~ \ ~ ~ ~ %'~I
- _ ( 1 : (From) (Tol- C ) r_ (H .cH~ ~ me _ _ (in/hr (ac) (cfs) Elevation ft \ ) - (_1 ~ . - T i_ - JL,J 5-1 5-2 0.45 7 2 _ a _ , 3 ~ v 1 " ~ 7, ~ ~ ~
240 7.8 7.8 75.8 18 RCP 16.1 100% 317.00 317.76 5-2 FES 0. X f ~a,956s.F - - - - - _ - _ - _ _ 45 7 20 2.40 7.8 321.27 3.5 IOO'YEAR 'Fw~oD'a ~ _ ~MPaRARV °EDIM{NT s / ! ~ - ~ ~ ~ ~ ~ ` CO~NSTRUCI_i0N SEQUENCE
- - , _ ::.G - D4AiNAGE Ala.A. ',r,3 nCRES ~ = `SPREAD 12 21. 3.T~,. _ ~ - - - 5.3 5-4 0 80 7 2 - 0.24 14 17.7 130.0 24 RCP 24.0 0.61 % 31 FL0~7 LIMITS y~ _ _ _ 3ftl~~ AREA. ] Y ALhsS" _gREQt11R F;'E=31-. V J ; ~ ~ ; ~ ~ _
__p - - 1.10. 311.89 5-4 CB 0 80 7.20 0.24 1.4 - - 5-4 5-5 0,80 - - "r eGx+z x3 72 0 06 0 3 5.4 41.0 0 - 317.47 5,6 s z9 \ - - - - 15 _ RCP 15.0 D.70 /a 312 09 _ 312 38 5-5 CB 0 80 72 SPit;~*A•€ ~ ~ ~ z ' r NET \ / .I_ - ~ - - - ~ MI6.-~ - - 5-5 5-6 0.8D 7 2 013 0 7 5.1 _ _ 108.0 15 _ RCP 10.1 5.00% 31 D 0.06 0.3 317.80 5.4 ;y,,.~ 6,717 n.~: ' NEUSE RWER B,~Fr 1 - ~u: 1 ~A ° % ' ' ~ ~ ~I. Ubtoin o grading permit Rom tlhe Town of HofIY S~R'I - _
- - _ - d4A. 'i~`yF`BASINJmtrt.-bndh I - - 2.09 317.49 5-6 CB - - T41NC-FLUW V.4 T t~ ~ / 5-6 5-7 0.60 7.2 0.29 1.3 4 3 50.7 15 RCP 8.8 7.50% 0 80 7.20 0.13 0.7 323.10 5.6 NEUS~RWERB~FrP 2 ReoLest apre-construction conference, This,!meetin m \ ~ with the Town Constru 9 ust occur (Hn~CHt4, ~ ~ ~ ~ ~ coon Inspector and fhp` Environmental ~ ~ ,
v L~~ - 317 69 321.49 5-7 CB 0.60 7.20 -~sr° ~-snroY ~ F rx"'lSrz'- _ - J , , 5-7 5-8 0.65 7 2 - _ _ 0 37 17 17 28.3 _ 15 0 - D.29 1.3 326.20 4.7 + a s_ / / _ _ - - - - RCP 5.8 1100% 32169 324.80 5-8 CB 065 7.20 ~-0~ u ~ "-j - Inspector (919-557-3938 rior to be inni ' 'f ~MENT~BA~N ~ S /2 _ ) P g n an construction. - r ¢RIUNAGE ARfA: G.1 ACRLS
5-7 5-9 0.60 72 000 O.D 1.3 105.2 15 RCP 6.5 3.80% 0.37 1.7 329.50 4.7 I - ' _ _ / FENCE - ~ % - ; 5-9 5-9A 0.60 7.2 0 31 1.3 1.3 20 0 15 RCP 5.6 8.00% 1.69 325.69 5-9 CB 0 60 7.20 0,00 0.0 330.50 4.8 ~ 9 Y I ~ ; j ~ D1STU El) AREA: 0.1 h ES ~ 3. Ics ~ / toll construction entrance, then temposry diversions and sediment ~ SIZE 9 X2PX,' (TYR.) ~ / ~ ~ i SPILL ' Y: ~ NEIR ; ` j' i ~ , - barns as mdieated on the approved plon.r Clear onl as necessa
_ - _ _ _ 325.00 326.60 - _:J-- _ _ _ \ 5 4 5-4A 0.55 7.2 1.04 4.1 10.9 27.0 18 _ - o RCP 17.9_ 1 1D/o 312.29 312.59 5-4A ~ ' NfTLAIIDS \ i ''I - CB 0.55 7.20 1.04 4.1 317,47 4.9 / y . ' p / ~ o install thes devices. Se' ry DNE BASIN PROBED PER QUALRA ' 0 ed tem orarydiversions, berms and basins / , immediately after mstallatior~. '
- _ - ` 5-4A 54B 055 7.2 078 3.1 66 474 15 RCP 12.9 2. ° / "'e 'J~ - _ ~ 50% 312.29 31348 5-0B CB _055 7.20 D.78 3.1 318.20 4 ~ A ~i" ,~B 13 _5-46 5-0C 0 55 7 2 0 94 3.7 3.7 48, 0 15 _ o ` , ~ r ,jam
_ 7 t_' ~ RANA6E-ARF' , 0 A .ES _ _ RCP 8.8 5.80% 312.49 315.28 - - . - _ - _ t / ISTURBED ~ F A ES.--...~ . .B ~ ~ ~ ~ 4. Obtain Certificate of Compliance through;~on-site ins ection )~9 .ES ~ by tre Tow~t~ of Holly Spnrtgs. p
_ 315.13 _ _ - _ _ - SCT.c: 158' ,56'fE3 ` ~ _t. 5.13 5-14 0.80 7 2 _ D.12 0.7 39.4 40.0 3 0 " 0 RCP 29.5 100% 312.30 312.70 5-14 CB 0.80 7.20 -0.12 1 i A ES. - ~ P. 0. BOX 72 8 K3 J _ ' S. Maintain :erosion control .devices.
5-14 5-15 0 80 72 0.31 1.8 38 7 32.3 3 0 - ~ h EPtACEJTL, `tEtiEL 3' 0 'RCP _ _ _ _ 0.7 319.63 6.9 _ PP NP SP~i .c .A'~E ' 29.9 090/0 312.90 313,20_ 5-15 C ~ E c ' ucAarTS, B 0.80 7.20 D.31 1 - - ~a TEI 5-15 5-16 0 60 7 2 0.71 3.1 36.9 27 0 30 RCP 30.0 8 319.37_ 62 t - 15 ~ / 'IF-:EU°,~ ' ADER s ' 1t]R~ / HOLLY SPR rJ>'~a 1Ei 5.1. P?ovide tem or ~N~S
- _ . ~ C3O S. i / S- ,~b -RE ~ - 0.80% ' 313.40 313 61 5-16 CB 0 60 7.20 0.71 3 _ ~ ` _ . - 9.16 5-17 0 60 7.2 0 00 0.0 4.0 96, - - ,1 31937 5.8 - - 0 15 RCP 10.4 2.60% 313 85 316 35 5-17 CB 0.60 7.2 ~ ~ RE ~ p arY, slope protection for areas of 1 ; : concentrated flow across slap'es until the site is
- - / 5-17 5-17A 0.60 7 2 0 92 4.0 4.0 ' 2 - D O.DO 0.0 321.46 5.1 i - - - , - - \ 0.0 15 RCP 10.2 3 00% 316 55 317.15 5-17A CB - _ 5-16 5-18 0 65 7 2 0 63 2.9 29.9 28.4 0 60 7.20 0.92 4.0 322.66 ~ ~ stabilized and the NORTH - ~ 2p ~ e storm drgmage is installed. CAROLI - _ NA 27540 J2B J 5.2. Seed all slopes within fifteen da s of
- _ 30 RCP 23.8 1.80% 313 81 314 32 5-18 CB 0.65 7.40 - - 5-18 5-19 0 60 Z2 .017 0.7 26.9 27.1 24 0 0.63 2.9 _ 320.2 - - - _ 4 5.9 T ' Seed all oth ~ Y completion. er,~areos within fifteen days of completion.
_ RCP 24.0 140% 314.55 314.93 5-19 CB 0 60 7,20 0.17 0.7 32 ~ / 5-19 5-20 0.60 7.2 0.21 0.9 4.3 29.4 15 RCP o I - - - _ 11,3 200% 315.19_ 315.78_ 520 CB 0.60 7,20 0.24 53 53. Provide tempprary pipe protection to storm SHEET NAME drainage open-ended pipes during construction.
- _ 5 19 5-21 0 80 7 2 0 29 1.7 21 9 104.0 18 RCP ° - 0.21 0.9 320.37 \'1 - ` " ' _ _ _ 4.6 - - 7.1 5 70./0 315.13 321.06 5 21 CB 0 80 7.20 0.2.9 1.7 326.00 4. ~ ` _ ~ 5 21 5 22 0.60 7 2 0 39 1.7 168 22.0 15 RCP 6.3 ~ 5.4. ?rovide inlAt protection tp those inlets that "
- 9 - 7.00% 32126 322 80 ';-22 CB 0.60 720 0 ` ` ' 1~L - - 5-21 5-23 0 80 7 2 0 42 2,4 18.5 112.0 18 RCP 16.5 5.00% 3 ~ ~ n - .39 1.7 327.50 4.7 / V / _ _ _ _ - ~ _ Uj receive concentrated flotti5 as a result of ,tfte h ; - grading/ operation.
22.57 328.17_ 5-23 CB 0.80 7.20 0.42 5-23 5-24 0.80 7.2 0.00 0.0 16.1 94.0 1 0 ` ` ~ ' 2.4 333.10 4.9 - ` 8 RCP 16.5 3 70% 328.37 331.85 5-24 CB 0.80 7.2 ' i ~ R A D 5. N 5 ~I /E e R a sedim _ p ent ba N sins whey half full.
5 24 5 25 0.80 7.2 0 37 2.1 9.9 66.0 18 RCP 17.6 0 0,00 0.0 337.60 5.8 ~ _ - J,s _ - , 100% 332 06 332.71 5-25 Cg 0.80 7.20 ` ~,~.~,v>Pm ! , _ 5-25 5.26 0.55 7 2 1 97 7.8 7 8 26.2 15 R o ` 0'd 6. Requesi final approval from the Town of Holly Springs. N
0.37 2.1 337.89 5.2 • ~ ~ 1oo-m F.DOp -aDe - - - CP 14.9 1.50% 332 91 333.30 5-26 CB 0.55 7.20 1.97 7.8 5-24 5-27 0 55 7 2 0 48 1.9 6.2 63.0 15 0' ~ RCP 10.9_ 500% 332.30 33545 5-27 CB 0.55 7,20 337.89 4.6 R L P L AN
- , 5 27 5 28 0.60 7.2 0.99 4.3 4.3 207.0 15 0 0.48 1.9 34 ` - _ _ - ~ " - - - 32~,_ - RCP 9.5 5 00 /0 335 65 346.00 5-28 GI 0.60 0 40 4.9 - , _ - _ _ ~ssn 5-20 5-12 0.60 7 2 0 79 3.4 3 4 66.0 15 RCP 10.7 1.70% 31 - 7.20 0.99 4.3 - 7. If approved, remove sediment basins, silt fence and temporary diversion ditches. Install rip-rap at the outlet ends of the pipes.
- 35082 48 - ~ - _ _ _ _ _ , 5 98 .317.10 5-12 CB 0,60 7.20 0.79 3.4 32 - - ~ _ > 8 O When v gelation is established, call for final site inspection b .-tile
- _ - 1.80 4 7 6 9 45 1...152 - - _ , - _ _ ~ ` rr ~ ~ Environmental Inspector. Obtain a certificate of compliancb' Y
5.29 5-30 0.60 7.2 D 00 0.0 22.8 127.0 - o - 1 _ UNSET RANSDELL~,VENTURES LLC ' - RCP 18.0.- 470% 303.58 3D954 5-30 MN 0.60 7.20 0.00 0.0 _ 31 r 5.30 5 31 0 80 7.2 0.31 1.8 1.8 87.9 _ 15 0 ~ ` N NOTES: - - DRAWING SCALE ~ ~ I.APRE-CONSTRUCTION
` _ 800 65 _ ~pNE'R-10 - - _ - RCP 8.1 2.00 /0 314 24 316 00 5 31 CB 0.80 7.20 0.31 1.8 _ 320.5 T , 5-30 5-32 0 80 7.2 0 44 2.5 21.0 _ 66.8 18 0 " - 8 46 MEETING WITH THE TOWN CONSTRUCTION INSPECTOR R AND ENVIRONMENTAL INSPECTOR 919- - HORIZONTA - ( 5573938) WILL BE REpUIRED BEFORE 1
- _ I RCP 18.0 4.00% 30974 31242 5-32 CB 0.80 7.20 0.44 2.5 32 ISION IY - PROPOSED WESCOTT SI~BDIV _ r 5.32 5 33 O SD 7 2 1 04 6.0 18.5 68.0 18 RCP 18.0 3.10% 312.62 1.90 95 _ 314,72 5-33 CB 0,80 7.20 1 04 6.0 320.58 5.9 ~ ~ y 5-33 5-34 0.80 7.2 0.24 1.4 12 5 104 0 18 RCP 18.0 1.40% _ 314. ' BEGINNING ANV CONSTRUCTION. R ' 2. DISTURBED AREA FOR PHASE FIVE =13.3 ACRES VERTICAL:1 =1001
_ - - _ 5-34 5-35 : 0 60 Z2 0 04 0.2 11 1 68.0 15 RCP 14.9 3.00% 92 316.38 5-34 CB 0.80 7.20 0.24 1.4 322.10 5.7 - " 3. ALL CONSTRUCTION SHALL CONFORM TO TOWN OE-HbLLY SPRI
L- 1 . - _ - - 316 58 318 62 5-35 CB 0.60 7.20 _D.0 _ 5-35 5-35A 0 80 7 2 0.55 3.2 ' 3.2 24. 4 02 - _ _ - 32401 5.4 - 30~ - 0 15 RCP 11.5 1.00% 31882 31906_ 5-35A CB 0.80 7_.20 0.55 AND CONSTRUGTIONS7ANDARD NGS DESIGN S. 4. THE 100' NEUSE RIVER FF
- - 5-35 5-36 ' 0.70 7 2 ....010 0.5 1.8 - 88.0 15 R _ ° ~ _ _ - _ 32 32401_ 49 - - CP 14,9 150% 320.76 322.08 5-36 CB 0.70 / _ _ x 5-36 5-38 0 60 : 7.2 0.50 2.2 5.5 167.0 7 20 0.10 0.5 326.7 ' 1" ' BU ERS ARE DENOTED BY HATCHED MARKS ON PLANS. THE FIRST 30' ON EITHER SIDE OF1`HE CHANNEL WILL WILL BE LEFT UNDISTURBED. DATE
_ 15 RCP 10.7 4 30% _ _ 0 4.6 ' - ~ , 322 60 329.78 5-38 CB 0.60 7.20 0.50 2.2 334.73 4.9 5-36 5-37 0.60 7 2 1 18 5.1 5.1 72.0 15 ....RCP 13.7. 1 Wool _ o0 ' ! ` 5. NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND NO STRUCTURES '
- ' `'ARE PERMITTED WITHIN aNV nF TuF al I~cGC Aeeae r n n A
i 7.2 61 3.3 3 .3 141.4 15 RCP 8.6 5.00% 329.98 337.05 5-39 CB 0.75 G-TREE PROTECTION FENCING MUST BE INSTALLED AS SHOWN PRIOR TO ANY J J
7.20 0.61 3.3 346.60 9.6 5.42 5-43 0.80 7.2 0.00 0.0 3.9 71.4 15 RCP 9.2 5.10% 1 LAND.DISTURBING ACTIVITIES. 7. INLET-PROTECTION
L OPEN SP E 5-43 5-44 0 80 7.2 0.23 1.3 3.9 52.5 15 RCP 12.4 1.00°/ •00 327 64 5-43 CB 0.80 7 20 0 00 0 0 334 24 6.6 0 327.84 328.36 5-44 CB 0.80 7.20 0.23 1.3 333.51_ .1 WILL BE PROVIDED AROUND EACH CATCH BASIN {AND-STORM,,, INLET SHOWN ON THE-CONSTRUCTION DRAWINGS. SHEET NUMBER
5-44 5-05 0.80 7.2 0.45 2.6 2.6 24.0 15 RC 5 P 10.6 -,--1.00-% - 328.56 328.80 5-45 CB 0.80 7.20 045 2.6 333.51 4.7 OWN FORROCKYBRANCH ON FEMA FIRM N37183CD680 E \ DATED MARCH 3,1992.
4 546 5-47 0.80 T2 0.30 1.7 3.0 59.4 15 RCP 8.3 5.10% 9 IF THE LOTS ARE MASS GRADED, A SEPARATE, OR UPDATED EROSION CONTROL P
5-47 5-48 0.80 7.2 0.22 1.3 1.3 27.0 15 RCP 8.1 1.00% 343.00 346.03 5 47 CB 0.80 Z20 0.30 1 7 _ 351.19 5.2 6.23 346.50 5-48 CB 0.80 7.20 0.22 1.3 351.19 4,7 WILL•BE SUBMITTED FOR THOSE LOTS. LAN
CD -3

CONSULTING 1
r- ~ / 2805 Tobermory Lane Raleigh, NC 27606
/ / Phone No. [phone]
~ ~ ~ GRAPHIC SCALE 1
~ ~ o sa ,oo zoo I
i rn
~ I FUTURE ~ ~
~ FUTURE ~ PHASE 10 SURE Ix >'E>;r~ CAR 1 r ~ ~~s
~ SE 11 PHA 1 ` N~ ~s~~ i inch = 100 ft Q?,~ X581 .,fir iSE 11 1 0.4 0
1 ~ ~ 25' TYPE "C' OPAQUE I s~ s
} 1 ~ m s THORCUGHFANE BUFFER
1 ! 1 a e~
- ~ ~ - - _ - _ _ / - 25' TYPE 'C' OPAWE r` - - - - - THORDUC-HFARE BUFFER Ni4~y~s
iiiiiillllll~~~yww (g~ ` D ~ FAa
oHL - - _ _ - - _ - _ _ I 2~'~
_ _ ~ 3. I
- - - - - - _ OP 1L 57&L CA916 - - - - - - DIRONAL - - - r _ - - I I
_I --J _
I - - _ _ I . aTERncHT
N27 0.0' ADDInONAL .r tlru NIPPED G & COVER 1W-YR FLOW ,.pn _$Y ERS I OW " t REVISIONS
UND SEPARAIE _ : REwEw - ~ ~ I - - 1 I - _ ~
- f-- ? ~ i i 563 - ; -
J _ I ~ i ` I ~ N0. DATE DESCRIPTION
~ /562 I I f ~ f ~ ~ ~ 561 560 55g 558 557 556 ~ I 554 1 - . _ _ 4/26 TOWN COi~dMENTS 3/30/04 ~o~..
f~--- ~ I I 555 553 , ~ _ ~ I I I I I ~ 502 MH N7 \ \ I I _
11 1 ~ 552 , 25' TYPE 'C' OPAWE z
- Q / - ~ THOROUGHFARE BUFFER / - ~ ~ -
o ~ POOL / ` `
5~ ~ - ~ 551 n/ o ~P~503 MH N2 ~ ' ~ L}- ~ --i_ saint y,. I,~,~ r OP ACE - _ _ . ~ ~
- ~ .~B~ ~ ERS ~ o I 1 I~ ~ ~ ~
L' MH26 ~ 504 .,MH N4 I ~ H N5 ~ , / 1 MH N3 1- AMENITY SITE , I / SITE - ~ ~ ~ - ~ ~ - ~
~ / / ~ ~ ~ ~ ~ 1 ~ : ~ ~ ~ ~•v ) , 550 ; POOL/BALLFIELD MELD - - : ~ ~ I ~ -
k / - I 921 ~ v 1 ~ ~ _ ~ , _ ~ MH NB I I PurarouNO c,~aue ~ ~ ~ ~ ~ ~
_ _ _ / _ I \ ~a BY OTHERS _ - ~ - l- 506 I I 920 s~6 1 RS - _ . ~ ~ ` ~ ~ I
~ ~ ~IH 9fl ~ ~ ~I --I ~ 1 ~ , _ _ 5.43 AC. -1 _ L _ I r~~ MH N 1 549 ~ - - ~ ~
- ~ I 2 ' PRIVAT 1 DR is ak;L ' l 1 I _ 915 1 _ - f__.. ~ _ _ _ I ~
100 YEAR , _ . _ _ _ Ot - ~T - ~ ~ ~ ~ 1 ~ooo uMirs _ ' " ~ .1 507 a_ - - - - _ - 1, ~ =
LOT 11 - ~ . _ I ~ , 901 o . _ _ ~ - 914 - ~ ~ ~
^ ' J ~ - - -----i I Z l lrC3~1 SPACE 1 / i^ I l r i+,325 S.F. ~ 1 '7 FF71h YIPPED / ~ MH 013
IW-YR FLOOD X314' ~p ~ /~/~q ~ r~ ~ ~ ~Q 546 F`~ 508 902 ~ v~wv vs - 913 V ~ ~ I ~ 'NEtJSERIVER-..,_...._.__. I ! -AUFfER
~ F~.A - - ' ) > > ~ 544 I - i I I ( 543 r~,2 ~ t
~ - - " l oz , . 1 543 - _ 2a\ ~ NEUSE RIPER-_"- ~ , ~ 1 , ~F ' I 54, BUFFER . _ ` \ , 'v M ~ ` I ~ i 536 I ~ 541 540 ~ 530 I f !
\ -(HATCHED}- v \ ~ ~ X12 , ~ I _ _ I ~ I _a _ -
~ ~ _ _ - ~ ~ ~1 ~ 9fl ~ ~ ~ /P 1 ~ 1 ~ ' 904 / ~ I Ftoao snmr ~q _ PHAg + a s HC RAMP TYP) i'il--,.t: 537 _ - - ~ ~ ~ I
s k ~ 1~ ~ ` i ~ - ~ fit r ^"T~L I - _
! ~ : - _---r 1 ~ - - I _ ( = ~ ! ~ - - - ~ ECT INFORMATION _ PROJ _ ~ I
~ ~ v ~ 909 ~ ~ , f I _ ~ _ ~ l I T H ~ - - _ _
929 , 931 I ~ _ ~ \ 1'~ 906 ~I : MH 012 PROJECT MANAGER: RJB !
9 ~ 928 949 I
- i 1 n ~s'ti ~ d- 'F ~ , 932 , ~-~6 901 ~ r 947 - sY oTH~s~ ~F 512 ~ ~ ~ ~ 927 r 951 I ~ - I DRAWN BY: AJF 947 ! ~ _ . ~ I
f = R ~ ~ i ~ 2 I ~ ~ APPROVED BY: RJB
_ _ _ 948 ~ 26 ~ tij / 9 MH P 948 I ~ ~ u, ~ _ - " _ - ~ DRAWING NAME: PHASE5.20040503 -
- r--:: ~ ~ X513 1 ~ ~ ~ ~ , ~ - i ~ ~ ; - _ - A
FF3JI NIPPED _ ~ -NEUS~ m ~ - ~ , 925 ~ 933 Eoo-m FLOao -312 ~ ..BUFFER ~ ~ ~ , \ 1 ~ / ~ ~ \ ~ r i ; ~ -
(HATCHED).. \ `M \ / . ~P AAc 946 _ 514 ,p \ / 924 / 934 ~ 946 ~ ~1 1~ - I PROJECT NAME
1 = V ~ V ,'GH ~ r ~ ~ ~ / N _ 5 _ (
LOT 11 _ ~ ~ \ f 935 , 945 _ ~ vv , 923 ~ X~ / U - / , i f - - -
VACANT _ ~ i ~ / _ ~ ~ ~ 944 ~ ~ ~ A ~ MH P ~y~~ / ~ ; ~ I
_ \ ~ \ / 922 ~ , ~ , i ~ ~ _ _ ~ ~ 937 ~ 943 / 955 ~ - 533 - _ / / - ~ I
25' UNDISTURBED ~ - ~ _ ~ 516 ~~~1 ~ % ~ ~ ~ 956 ' ~ ~ _ ~ I
OVERALL PRBUFFER ~ - - ~P? ~4. \ \ ~ti / 938 yC I P~IMEm: - ~ 0 5w ~ vv ~ ~ ~ 942 / ~ ~ ~ ~ . ~ ~ - ~ I
ti ~P ~ vv P ~ r / / ~ 957 _ ' ~ 939 941 ~ ~ ''y ~ 532 1_ - / I PHASE 4 i
~ 517 ~ ~ ~ - ~ 958 ~6 ~ ~ ~ = _ - „ 5~ - _ ~ ~ I
MH2 , ` ~ ~ \ 940 ~ w~A~n oo ~ J ~ ' i ~ o A ~ - .Y~ ~ ~tOD aA00 IAnIS
eY OTHERS - ~cr _ v~ ;,>ea~.M~ ~ - - - 9~ \ ~ ~ Fro`' / ~t - ' 53~ ~ - F1A00 SNCY JJV PHASE 1 8 5 I ` . - 11X0. INC.
1~I1R F~woo -a1o ~ - ~ / 965 RIVkTE'" t ~ , -
_ ~`vr/ 961 ,y~~ j ~ ~ - _ \ 529 rr3- ~ i ~ _-i
~ _ - / ~ 964 963 962 5 ~ i i I
519
/ a RIYF-? ~~FFER N7~ ~ ~ ~ ~ n _ _ I ~ ~ ~
40' GREENWAY CORRIDOR - - - . ~ ~ ; ~ ~ ' EASEMENT TO CONNECT 52O N11F1 NEIGHBORHOOD ~ ~ 1: i ~
9DEWALIC SYSTEM. ~ M ~ H DESGN AND MAINTt?lANCE ~ 06 ~ . L ~ N 528 • - ~ _ ~ I
y BY THE TOWN OF HOLLY SPRINGS. 521 ~ ~ H 07 _ MtIJDS 527 _ - ' ~ ~ ~ OWNER
- _ , ~ L-. ~ - 527 - ~
522 / _ , ,
_j... 526 ~ 526 - ~ ~ - _.v
- 523 _ . i ~ ~I.. - ~ ~ i _ ~ I
~ I - ~ ...(HATCHED) . a 525 - -
~ 524 ~ ~ = - ~
I F{M# PEPPED - ' . 100-M - ~ - ~ ~ 15' SEWER WTFALL TO BE DONE BY OTHERS, 100 YEAR-- FLam m _ _
AND IS A SEPARATE REVIEW AT THE TOWN ~pW UMI75 nE PROPOSED SEWER MANHOLE M22 ONTO ~ ~ ' - - - ^NEUSE.PoNER"6UFFER.
IXISRNG DESIGN BY WITHERS & RAVENEL MH22 - - - - NEUSE.-Rf'YII2 BUFFET PLANS APPROVED 10~3~0.i ENn1LED: WATERnGHT RING - (HA~~-"~ v (NAB ~ .
RQCKY BRANCH SANITARY SEWER INTERCEPTOR AND vENf ` ~ . - t1A~m s~ , ~ `
e~wax pus ~ a s~ ~ ear oormn3wc. wti. ~ _ J _ ~
, ~ P.O. BOX 728

- ' LLY SPRINGS HO
r N RTH CAROLINA 27540 0
; OPEN SPACE : . _
_.C 415,180 S.F. SHEET NAME
_1_~_
- \ - - _ -
_ _ _ ~ I
~ ERALL V
= N PLA ILITIE T
_ _ _ i
- i UTILITY NOTES:
100-YP FLOOD -308 \ _ ,
GENERAL. DRAWING SCALE - 1. ALL NEWNILITY LINES MUST BE UNDERGROUND.
- 2. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS DESIGN
~ i,~~ - - ~ AND CONSTRUCTION STANDARDS. HORIZONTAL: 1 N=1 Q~~
0669-45-1152 ~ j,- _ 1 - WATERLINES: VERTICAL: 1 H=1 Q~~
SUNSET RANSDELL VENTURES, LLC ~ - ~ t. ALL WATERMAES (6" AND 8" LINES} WILL 8E DUCTILE IRON PIPE MATERIALS (D.I.P.) I 2. EACH WATER SERVICE SHALL BE EOUIPPEDWITH APRESSURE-REDUCING VALUE ON THE PRIVATE SIDE OF THE METER.
ONE R-10 Z ~ ~ _ _ ' 3. EACH WATEA METER FOR INDIVIDUAL LOTS WILL BE 518".
PROPOSED WESCOTT SUBDIVISION ~ ~ ~ _ ' ~ ~ 4. ANY IRRIGATION SYSTEMS FOR INDIVIDUAL LOTS WILL BE DETERMINED ON AN INDIVIDUAL LOT BASIS AND WILL OCCUR DATE ON THE LOT SIDE OF THE WATER METER.
i ~ - ~ 5-3-04
r - - ~ I SEWERLINES:
l ~ 1. ALL SEWER MANHOLES LOCATED NEAR THE FLOOD PIAIN WILL HAVE THEIR TOP ELEVATION EXTENDING 2' ABOVE THE 100-YEAR FLOOD PLAIN ELEVATION.
, ~ oe o~~r ~ un eec nru~o~ulc[ coGriGiGn
i I Z. HLL JCYYCri JRHLL DC O r Y V U.11--I n. I-- - SHEET NUMBER 3. EACH SEWER SERVICE FOR INDIVIDUAL LOTS WILL BE 4".
OPEN SPACE ;E i
Wd7 Wa7 CD-4
I ~

/ ~ CONSULTING
o I ~ 2805 Tobermo Lane i'YY ~ Raleigh, NC 27606
/ ~ ~ i ' ~ rn
`~w ~ GRAPHIC SCALE Phone No. [phone]
~ . F=- ~ J OJ 100 0 50 100 20D X00
~ am FUTURE m
~ ~ PHASE 10 FUTURE z 1 IRE ~ (w ~~T } ~ CgRO
PHASE 11 t = 1~0 ~°°e tE ~ 1 inch Q tiS31p Ag`
~ W ~ S' • !5' T1PE 'C' OPAWE ~ ®a e
W ~ fY J m SEAL ~~IOROUGHFARE BUFFER
f- - - - - - - 25' TYPE 'C' OPAQUE
- - 1HOftWGHFARE BUFFER 4 I B
~ ~i A FR
~ ZpJ4
- _ - _ - - - - - - 20.0' ADOI110NAL - - _.._,OHL _ ~ X73. 'L _ - I _ 1
_ _ _ J +~rs la.~v ~ a-t~
- _
FDtA MAPFrD ~ D.0' ADDITIONAL t0o-YR FLOOD -31fi ~ ~ - - - - - - QW _ - lA~SdtaC. ~~1~~
~ 501 - - - - _ ~ ` I - - - REVISIONS ~
t ~ t 563 / - - -
~ I ~ I - - - - - , 562 I I I _ - - 1_ N0. DATE DESCRIPTION
i W / I I _ ~ w ~ 561 560 559 558 557 556 I r I 554 • - - - - - - - - - 4/26 TOWN COMMENTS 3/30/04
~ I I I ? ~ 502 ~ ~ ?
s f ~ < / 552 25' TYPE 'C" OPAQUE _ ~ - - _
THOROUGHFARE BUFFER -
5 4 , ~ ~~~~~j~ 1 a P~"503 551 ` ~ - _
t..~~? I 'Y 6 _ ~ , . W~ 5' SIDE - ~ RD t ~ ~ _
~ r ~ 1
Lt / 504 ~ ~ r AMENITY SITE / / 505 SIGH ~ 1 ~ ~ A
/ U'x150' f ) `r r, (STANCE TRIANGLE 1 / / s21 POOL BALLFIELD ' I I I - ELD - - _ _
~ / 919 ~ , ~ ~ ~ I i 1 CA&WA R f3UB I I \ \ ~ 1 PIAYgtW1O MWS~ \ \ 1 ~ \ \
/ / ~ BY OTHERS 5os I ~ 92o Sts , / , ~ 918 ~7 ~ ~ 1
~ ~ 5.43 AC. _ _ 2 , 549 _ ~ \ I _
100 YEAR ~ ~ PRIVAT ~ Nye 915 L 1 \ - 1 ~ _
FLOOD IJMITS ~ _ _ A~{T .71J 1 ~ ~ 507 - ~ l v -
LOT 11 ~ ~ °s ~ ~A-L-T~ ~ " - 1' a ET" 9i _ _ 901 ~ 1 ~ t _---1 w . r i \ ~ _
'I'~ t Z ~A / ~ ~ t ~ ~ 1 IOD-M FLOOD X314 ~ ~p ~ 547 - i ~
` F 508 902 ~ ~ 548
i ~ ~ 1 ~ fi ~ ~ 5441 ~ 2T , - ~ 543 1
~ ~ ~ ~ 1 542 0 BCE DESIGNED (AND I ~ . ~ ~ .712 1 I ~ 542 I I 538 I 540 1539
MAINTAINED BY TOWN ? ~ ~ ~ DISTANCE (ANGLES I OF HOLLY SPRINGS ? 1 ~ ~P5 I I I I10~x150' (TYp.) SIGHT I ~ _ I
~ 1 ~ 1 904 ~ ~ - DISTANCE 1RIANGIfS I HC RANP TYP) Cn ~ ~
~ 1 ~ r - ~ \ 5~ ~ 'rt 537 \ I
~ ~ • C ~ \ 905 ~ ~ K - - w/ - o ~ ~ , , 909 5 ,,,w~,:__. ( OW / ,
~ ~ I+ ~ ~ PROJECT INFORMATION _ (
~ ~ ~ 9 930 L • 5r 929 t \ ~ ~ ~ ~ I ~ r
\ ~o~ ~ 928 ~ PROJECT MANAGER; RJB 949 f I
\ s9ti ~ , 932 ? ~ 907 ~ 947 ~ ~ , 512 951 I Y: AJF 17 ~ I / ~ DRAWN B
, - ~ ~F 927 nC2 1 0'x150' (IYP.) SIGHT I
~ ~ 948 ~ 1 ~ 2, 926 ~ 948 I ~:7G DISTANCE TmaNC~ES APPROVED BY: RJB 950 536 I
~ 5~i ~ ~ - - \ ~ LAY FflIA MAPPED \ ` I DRAWING NAME: PHASE5.20040503 - LAY "A_ - o I p r
,DO-M ~ -3,z ~ ~ 925 ~ 933 ~ ~ y (~y ~ ~ \ ~ ~v~ y ~ ~ n \ ~ 535
r ~ P ~ ~ 514 ~ 924 P / 934 ~ 946 \ \
/ , r \ LOT 11 ~ ~ ~ / g;35 945 ~ ~ o / ~ I PROJECT NAME
VACANT ~ ~ 923 ~ ? ~ ~ a / /i 534 ~ I / 954 , ~ ~
~ • 515 S ~ 0 944 ` / / I / ~ ~ °
? ~ i 922 / 955 ~ \ 9 ~ ^ ~ ~ 937 943 ~ / 955 ~ " ( 533
25' UNDISNRBm ? \ \ / 516 5~~< ~ s ~ OVERALL PROPERTY \ ~ O ~ 956 / I / 956 \ I
\ PERIMETER BUFFER ? \ ~ 5P?~~`~ ~ qiy 942 ~ ~ \ ~ ~ ~ ~ ~ .
? ~ , ~ / 957 - i ~ ` 6 ~ 941 ~ 957 ~ \ 532 / /~L PHASE 4
. \ P i ~s ~ \ ~ / I
~ ~ .._I s, \ 940 \ I
~ s n~; Eq~q~ - - _ 959 FFIA MAPPm 1• 1 /O(~ MFN``~ 530 \
,oo->R FLaaD -3,~ ; ~ AG,9 965 RICAIE' ~ 10'x1 GHT ~/f- ,po DISTAN CJ.ES D'x1 GHT \ I )ISTAN CJ.ES
1 ~ \ 529 ~ I / ~
i 518 / ~ , ~ 963 962 i ~ ~ i
, 519 ~ 1
4D' GREENWAY CORRIDOR ? ` N7\
EASEMENT TO CONNECT ? / M1TH NdGHBORH00D _ ~ ~ 520
SIDEWALK SYSTETI. ~ \ 52 DESIGN AND MAINTENANCE 1? BY THE TONN OF HOLLY SPRINGS t CM / ~ \ 528 \ \ \ / I
~ JLr 527 ~ \ ~ I
, L_1 i 527 \ OWNER \
t 522 / ~ I
~~-------1 \ ~ / \ ~ \ J ~ 526 526 / 1
523 ? ~ I / ~e 1 i
525 TRIANGLES I ,
REMOVE ALL STRING OR WIRE ~ ~ ' o~ FROM BASE OF SHRUB I 524 FEMA YAPPED ~ 1
REMOVE ALL STRING OR WIRE 100"" ~ ~ EROM BASE OF SHRUB Fl.~o tun~iTS FLOao ~ ' /
1 1
t \ \ GENERAL PLANTING NOTES:
i' \
N0. 10 WIRE GUY ~ / ~ 1. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE \ ~ ' PLANTING CONTFlACTOR, AND THE TOTLAL QUANTmES SHALL BE REQUIRED ON THE PLANTING PLAN.
6 1/2" GALV ~ I~ TURNBUCKLE ~ / ~ 2. ALLTREES, SHRUBS, AND BEDDING PIANTS SHALL CONFORM TO THE ACCEPTED STANDARDS ESTABLISHED
1 I I \ ~ BY THE AMERICAN ASOCIATION OF NURSERYMEN. P.O. BOX 728 \ 3. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
2" LAYER OF MULCH ~ 4. SETTOP OF ROOT BALL 6" • 8" ABOVE GRADE, PREPARE ENTIRE BED, NOT INDIVIDUALLY. HOLLY SPRINGS
RETAINTWATER. 2" LAYER OF MULCH ~ ~ ~ 4" SAUCER BERM TO 5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AAN STANDARDS. r ~ ~ 6. FERTILIZE ALL PLANTS WfTH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED AT MANUFACTURERS TH AR LI NA 27540 NOR C 0
FINISHED GRADE RETAIN WATER. ~ ~ REMOVE TOP 1/3 OF ~ 2" X 2" WOOD STAKE ~ ~ RECCOMENDED RATE.
FINISHED GRADE BURLAP FROM BALL ; ' • REMOVE TOP 1/3 OF t 7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON. 8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. SHEET NAME
TOPSOIL MIXTURE - 6" MINIMUM BURLAP FROM BALL 7 ~ 9. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PRPOSED OR EXISTING FACILITIES OR STRUCTURES.
TOPSOIL MIXTURE ~ ~ UNDISTURBED SOIL 4" I ~ ~ ~ MIN MUM ~ \ ~ / t0.OWNERS SHALL MAINTIAN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD EHATLH, AND ANY DEAD, ' UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED VEGETATION WHICH
UNDISTURBED SOIL \ / , CONFORMS TO THE INITIAL PLANTING STANDARESOF THE LANDSCAPE ORDINANCE.
SHRUB BED PLANTING EVERGREEN PLANTING & GUYING v 11. REPORT ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT, API N LA 12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION
~ NO SCALE ~ ~ ~ _ - NO SCALE 1 _ - OF THE PROJECT LANDSCAPE ARCHITECT.
t 1 R AL HALL BE F SPECIMEN UALITY. P 13. ALL PLANT MATE I S 0 Q 14. THIS PLAN REFLECTS THE APPROVED PRELIMINARY PLAN SHEET L•5 AS ATTACHED AND SHALL
NOTES: CONFORM TO ITS REQUIREMENTS.
1. GUY WIRES NOT PERMITTED ON STREET TYPICAL TREE DETAIL nMAMAaam i RIGHT OF WAY. NO SCALE , \ 15. ALL GRASS 1S TO BE'REBEL II' FESCUE. 16. ALL SHRUB AND PLANT BEDS SHALL BE MULCHED WITH 4"CLEAN PINE STRAW,
2. REMOVE ALL TREATED OR PLASTIC COATED RU86ER HOSE ~ \ rrrrrr BURLAP FROM PLANT BALL. ? ~ rrrr 17. TOPSOIL SHALL BE SPREAD OVER THE ENTIRE LANDSCAPE AREA TO A DEPTH OF AT LEAST 4" DRAWING SCALE
3. INSTALL TOP OF PLANT BALL UP TO 2 STRANDS ? ~ .rr~~rr LANDSCAPE MAINTENANCE NOTE: IN LAWN AREAS AND 6" IN SHRUB AND GROUNDCOVER BEDS.
3"-4" ABOVE EXISTING GRADE. ? ~ 12 GAUGE GALV. WIRE r r 4. SOAK PLANT UALL AND PIT IMMEDIATELY 0669-45-1152 r~ 1. Street trees shall beprovldedat40'o.c.al0ngbothsidesof2 PLANT LIST 18. LOCATION OF STREET TREES AND STREET LIGHTING WILL BEFIELD COORDINAGED BYTHE - o.c.along both sides of all public streets. Any landscape buffer or landscape easement located DEVELOPER TO ELIMINATE CONFLICTS. HORIZONTAL: 1 n-1 O0+
AFTER INSTnLLATION. , Tygcal street tress shall be oaks, maples, elms, zelkova, crape les, elms, zelkova, crape myrtle and cherries. on a lot adjacent to a perimeter street or a 6arrldary of a
TYPICAL TREE PLAN 5. WRAP TREES FROM GROUND TO LOWEST -TREE WRAPPING SUNSET RANSDELL VENTURES, LLC 2.A25'undistllltledpedmeterbutfershallbeprovidetl. Anypo NO SCALE BRANCHES WITH TREE WRAP PAPER. SECURE ZONE R-10 ~ vadordevidientofplantmaterialshallbeplantetlpertownofh hall be ovided. An riions of this buffer a subdivision as established the elimin Ian for - - VERTICAL:1 =1 OO ~ yl~ I m'W'n b then nerofthe M N NAME ~ SIZE QTY, RNNT REMARKS be planted per town of Holly SpringsUDO thesubdiwsion,shal be alr~tal ed y KEY BNTANICAL NAME CNM Q
TOP AND BOTTOM WITH HEMP STRING ONLY. 2° X 2" WOOD STAKE TypeB:Semi-Opaque planting requirements. If vegetationexi<, z" x z" x 9' wooD STAKE PROPOSED WESCOTT SUBDIVISION i meats. If vegetation exists d shall) be left lot a1 all times in compliance with the requirements
6. REMOVE ALL STRING OR WIRE FROM ~ untlisturbedunlessaddNonalplantirgsarerequiredtobringthE BASE OF 1REF. semi-opaque level. (See sheet L-5 of the Approved Preliminary Iarerequiredtobringthebufferuptoa establishedbythepre6minaryplanorsection7.Otor RD ~ Quercus CoCCinea Scarlet yak 2,5" 28 B&B 40' O.C, N , he Approved Preliminary Plans) thisUDO,whicheverrequiresthegreaterplanlunffvalue. W(] Quercus phellos Willow yak 2,5 58 B&B 40 D.C. DATE
SAUCER BERM 4" LAYER OF MULCH ~ Any removal,rek>cation, replacement orotheralteerationtothel x other afferation to the plant materials Dead or diseased trees or shmbs located in such
J - 4" SAUCER BERM TO ~ located in the buffer along Optimist Farm Road or Pierce Olive I rmRoadorPierce0liveRoadshalliolbw landscape bufferorlandscapeeasementshallbe SD Quercus aCCUtissirla Sawtooth yak 2.5" 46 B&B 40` D.C. N 5-3-04 hseplanbngsmustbea~rovedinwriting removed and replaced withappropdatereplacement RM Acer rubrurt Red Sunset Sunset Red Maple 2.5 96 B&B 40 D.C.
Q FINISHED GRADE RETAIN WATER. theUDOtorTypeCOpaqueBufler. Thseplantingsmustbeaf m w ~ ~ by the applicable homeowners association, 'If any, and the Towl Trion,ffany,andtheTownorHollysprings trees orGhmbs,subjecttotheapproualoftheDirector. LP Platanus x acerifolia London Plane Tree z~5" 18 B&B 40' D,C.
n h~ i - I Fn n,.J. •em,w,el •ninnMinn rcnhromnnf nr nihur ~ItnrMin roma~r ~+Ho, ~Rn"~+I~~+~ x,o nl~~+ Arfv ~P.ITI(IVAI falnratinn. rP.OIACA?fRP.fit Or OIfIPr affP.ratIGD
° a REMOVE TOP 1 /3 OF ~ matedals.yDead or diseased trees or shrubs bated in the buff ;hrubslocated in the buttershall be to the plant materials located in such landscape buffer THOROUGHFARE BUFFER (TYPICAL 100' SECTION) SHEET NUMBER
X o BURLAP FROM BALL ~ removed andreplaadwithappropdatereplacemerdtr~sorsh a replacement trees or shrubs, subject to or landscape easement shall be approved, in writing, by RM Acer rubrum 'Var' Red Maple 2,5" 2 B&B 8 pts ea,=16 pts
a PLANTING MIX the approval of the Department of Planning and Zoning. MINIMUM LIMIT OF MULCH ` 3. The Town of Holly Springs reserves the right to require addit fining and Zoning. the applicable Homeowners Association, if any, and the the right to require additional vegetation in Town of Holly Springs prior to such removal, relocation, WM Myrica cerif era Wax Myrtle 6' HT 10 B&B 5 pts ea =50 pts
PREPARED PLANTING MIX 4% TAMP SOIL MIX UNDER some undisturbed buffers. 12" MINIMUM TYPICAL TREE DETAIL BALL TO MINIMIZE SETTLEMENT replacemnt or other alteration to the plant materials in EBH Ilex x 'Emily Bruner' Emily Bruner Holly 6' HT 4 B&B 5 pts ea,=20 pts
NO SCALE the landscape buffer. RB Cercis canadensis Red Bud 6' HT 2 B&B 5 pts ea,=10 pts I CD-5

I 1' ' t ~ I n ~ NEUSE EtiVER
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, / •1 Raleigh, NC 27608
~.i5 _ - Phone No. [phone] 50 i I ~ 0 50 ; 100 1 i 200
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HC RAMP TYP`, I ~ 1 iREVISED FLOG D STUDY C~~ _ r ~ TWEEN PHASE
A L + B&F C~htSULT1NG, INC. ®aa~~ssrp •®m`~~~°yp
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F ~ ~ ~ _ ~ _ SIB FEt CE A~30lE _ t8~+-Qp.; ~ ~ v TREE FENCE - - FI F o ; aLGNG CONTOUR
~ P?~ ~ '~MH r~ OUTSI~~' NRE I IIdV.I ,;,5.,~.G ~ o, a.®~ '~MH ~5 ~p 1 ~ 4 RCr ~ ~ a
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. / ~ / v+ ~
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~ ~ 9~, 1 - ~;d lxo a ~
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~ c~. _ ~ , ~ P ~ 1 ) _ n ~ ~ / ~ ~ 4 26 TORN
~ m ~ - / COMMENTS 3/30/04
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PVI STA PVI STA 18+00
PVI ELEV A.D. _ PVI ELEV = 360.38 A.O. _ -3.00 ~ ~ ~ ~
370 K = K = 3.33
100. 100. ' VC N O ~ o O 00 O '~t ~ rl
ua + cv ~ M ~.j OW P - ~ zo--
v o,rt0i DINT ELEV - 350.92 + 370 ~ ~ II ~ OW POINT STA = 21+40 ~ PROJECT INFORMATION
v~0 d. O O sr to + ~ 0 it u' it 0 PVi STA = 1+40 ~I II ~ M a w a y w PVI ELEV = 46.70 w
t~ M M ~ + ~ ~ w a ~ ~ PROJECT MANAGER: RJB
tri w to w~ N w A.D. = 1 .00 F W Ii m ~ ~ ~ - 5 - K = 15.0 ~ g v ao rn DRAWN BY: AJF
f0 in ~ Q W + \ w. aa. a >a I
~ ~ Q ~ M ~ ~ _ - ~ ~a 225.00' C I N n M APPROVED BV; RJB ' +
III } N w I ~ v , O6 ' n :i m m ~ DRAWING NAME: 2.p0~ N a N a J PHASE5-20040503
360 ~M~ > > 01 m m n ~ ~ ~ ~ W aQw
M~o~ l + N ~ N ~ w •v~i
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~ F- ~ W ~ ' , N ~ 360 w
^ ~ W ~H F- W •N ~ > m I v >
} co N ~ Fa- MIN. ' SEPARAl10N • . ~ ~ ~ ~ ~ o ~ WATERLINE ~PARAl10N m W w WATERLINE
w -~00 w N N ANO AO SUBGR r r ~ "vt0 ~ J+~~ d.0 ~ ~ suecxt 2.p6~
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w CO ^^M STORY w + r~i W Z I BASIN rn~~
- _ o I oho a ~ ~ II 350 uj + , B
ZQ~ yo ~ PVI ST = 12+05 Q o ~ > > ~ ~ F- p NNW V II ~ i
~~~zzz F• - - - - - 0°~ ` ~ ~ 9 ~ ~ ~ rn . ~ 47 w •-Qw II ~ ~ W F- \ l / /
A.D. -2.50 - _ y' ~ ~ ~6q. 0 O ~ ~ HN
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E°~ ° ~yP Z Q O ~~p S
340 - , ss°! ~ ~ ~ n t Z i Qda~ ° z ~ OWNER
_ ,e ~ P STA = 11+20 ri ~ . o~ ~ ' i
uo _ ~ II a ~ - PVl ELEV - 324.2 ~ i i - _ - I
0 roRM W O BASIN ~ ro A.D. = 2.50 II i a ~ U % 5-27 / ~ LuEErsrti ~ 340
ao Oi ~ K = 20.00 > ~ I ~ , j ~
o +~w - ~ ~ ~ ~ I
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Z ---o zQ~ 19~. P.O. BOX 72 i 8
_ , ~~~...Z2ZZ - ~ / 000 ~ , _ _ , / / Q 330
fri O ~ h / / 0 HOLLY SPRI NGS I
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a n n
320 AND R°AD ~ •o i
i II ~ ~
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BASINS I / ~ 320
5 18 11
DRAWING SCALE
H H- _ ORIZONTAL:1-50
C`T f-I-'-r ~~r}~ - vGRrlrel . , p_c~
8° PVC J I LL L ( L
56.00 L.F. DATUM ELE 0.50%
310.00 -
~n cflN t N 00 N ~0 (6 00600 00 __j DATE
~ro PI- 00 (pao tnm 5-3-04
M MM NM N~ NM MN '-a N t~M 00 d rro Np0D0 MM Oa0 O~ LO o6 M PO ~M ~M P7" Tyr- V7~ MN ~N CAS rl: NQ 0 o m N w ,O
MM LO M 07to u') to (C1t~0 MM ~n poW) Np tfn 7N ~N d ~N 0 ao (pw c0cco (0W cD~ LO pro oi~ Mrn O~ , 0ER
10+00 11+00 12 - +00 13+00 14+00 K) to ~ to M to ~N to to LO~ SHEET NUMB V,
15+00 16+00 17+00 18+00
18+00 ~ 19+00 20+00 21+00 22+00 pp-

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/ i Ralei h, NC 27806 g c
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~ / ~ / ~ ~ ~ 8 X 1~ ~ ~ ~ ~ -~I ,2
i / ~ k ~ ~ ~ ~ ~ Q j ` ~ N0. DATE DESCRIPTION
h ~ , X X50--_ ~ " ~ 4 26 TOWN COMMENTS 3 30 04
G~ ~E ~ y ~ ~ ~ 1 J ~ ~ ~ ~ J1 /
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` P~~ ~ G~`~ ~ I pA ~ ~ F a ~ ~ ~ E ~ ~SF~ -Jj l PT ~ 1
` ~ S ~ I v ~ ~ C ~ o ~ ~ R FK 2 I ~ ` ~r l~ t ~ 93 ~ PR EGTMANAGER: RJB \ - . c ~ of Ac ! ir. ~i 2x
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pR R8 ~ 10 rE GQ. ~ ~ ~ ~ S~ ~ ~ _ o~ S~ti ~P ~ - _ e' \ - ~ ~ ' - ' ~ _r/ ~ , ~ APPROVED BY: RJB
- ~ .
E c. ` ~ ~ 3 \ EP c0 ~ ° / ~ r V~ R DRAWING NAME: PHASES-20040503 2 ~1 / ; ~ , 5 ,
~ ~ ~ ER _ _ ~ P ~ R / 'RQ \ ~
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LOW POIN ELEV = 3:57.6 ~
LOW POINT STA = 19+87.9 ~ ~
~ I ~ ~ PVI ST = 19+6G.28
270.00 VC - PVI E V = 336.74
~ ~ HIGH F HIGH PAIN ELEV = 345. A.. = 7.08
HIGH 350 _ - P HIGH P01 T STA = 17+ K = 18.36 - 350 - PVI S A = 16+95 N I
P1 PVI E V = 350.00 - - o+o ~ 1 0.00' VC
_ - - 00 - ~ M ~I w A.D. - 15. vi w ~
I I IID K=18.00 ~ ~ N vmm
I vow w w ~ + ap rn c0 M
_ o c0 O N - - + ~ I uj O t0 M j
r o~ N W W Uj ~ ° J
~ o> 0 0 +~W ~p N J O O ~ U O ~ i W N~ W t0 N m N W N
~ ¢w ~ M ~ M
i Q Vl M r' ~~g U > W
OW POINT ELEV = 317.27 ~ Gi ' U 340 - ~ - W - U ~ i - _ - 340
PVI STA = 3+40 Da' D/p wq .oa
PVI ELEV = 14.50 ~4p 2 _ OWNER
Z A.O. = 1 .00 w o ~ - ~ AIM. 3' SEPARAII wr~1~uNE
K-18. a o z~ I 9 OAD SUBGRADE A II N S10RM
~ "n¢. I 240.00' C ~ - - ~ L 115- 5 & PIPE __T - - ,I I _ '
O= O X ¢ Ow O O 8 N
Z ~ O + a0 O O J I- ~ > N ~ t0 ~l1 28 11' BEND
WR(~~ ~m ~ M ~ N 1' BEND ~ 8 VC 208.92 L.. 0.50 a
FF ¢ 00 N W r M y w a ~ ~ U ~ a ~ ~
UO NN ~ ~ m m F U ~ ~ ~ ° `0 ro 330
330 w w , o ~ ~ t F. ~ r~ o °,n° oo ~ ~
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~ W Z HOLLY SPRINGS
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z ~ - - NORTH CAROLINA 27540 ~ozz QQOZZ~
ONM~~~ O~~Z~
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` ,30 ~ cnF z ~ mot-?? 5-s/ ' 320 sTO~u ~ Og, I I ~
MIN ~ ~PARAt10N - 320
W„i11HiLINE__ / ~ AND ROAD SUBGRADE II / / 11 1}
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BORE AND JACK _ 5- / 30' OF 8' DIP WA NE II
PATH 18' STEEL C NG 8• _ gTORM Ir sTDRM BASIN_ _ IIBASN , /
_ 5-4 do 5-48
STORM I I 5 5 ~ BABA I t` I ~
DRAWING SCALE
u-- HORIZONTAL:1 "=5d'
8" PV g" PVC VERTICAL:1 "=5'
79.41 L.F. 0.50% ,80 .F. 0.50% 310 - % 310
86.72 L.F. 0.5
f7 )7
DATE
5-3-04
DATUM ELEV _ _
.ins nn
ODD LAC, N~ -CO t0~ ODN f-N On af0 0~ 06~~~
1 0 MO top cop ~O p~ pM Mao MI- pM ~p tOp M N N I- Id- It r- iA M iA N C, N co Ln of P; P, 06 0610 SHEET NUMBER r- C4 o a 0 d I7 nN d N ~ :4:04 M~ ~M MM Mrn rn rn 06 t
N~ NM Nop 00,6 nr pr a2 06 C14 NM Mp MN MaV MN MN MN M- MN MN MM MM M M M M M M M M M M M M t~M nV) ~M MM MM rn ~M to MInto
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 PP-2

~~e- _ ~ ~m ` CONSULTING
~h ~ _ _ ~ l -L_._. _ a + 0~0 , 2805 Tabermo Lane n O I'Y _ _
~ ~ ~ ~ ~ ~ ~ \ v ~ q i i _ _ ~ ~ _...345-. _ - - ' ~ ' _ _ Raleigh. NC 27606
/ ( ~ ~ - ~ Phone No. [phone] 1
s, ' G , \ ~ / / ~i \ o i ~ P / ~ J - 111__. _ _ ~ - - -
/ ~ ~1. ~ ~ o / _I ~L_-_ ~ ~ ~ w ~ ~ -
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~ 12+60.83 ~ ' ~ - ~r ®
~ ~ ~ ~ ~ ~ Q ~ 0 ~ ~ \F w ~ I ~ r~ I 1 `0. J ~ :0 1 [(1_i sc s ~ ~ Q ~ ~ S
a ~ 12+50.16 r X ~ ~ ~ / ~ , ~ 335.- ~ ti! _ ~ ~ !
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o ~ \ / l ~ ~ ~ ~ ~ TT ~ ~ ~ x "1 ~.__.i~ 4 ~
~ ~ ~ ~ I tt,,~~ J ~ ' ~ ION t YJ DESCRIPT i a ~ V N0. DATE ~ I
~ o ~ ~ ~ ~ .g ~ ~ ~ " A ~ ~ o X ~ A\ - t ~ - - ~ ~ t 4/26 .TOWN COMMENTS 3/30/04
~ o o ~I ~ ~ ~L ; Q P I+18. 5 ~ ~ R ~ _ ~ , t , ~ p. 0 EN / 32 ~ ~ Q
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o~ ~y ~ F. ~ ~ ~ ~ ~ - _ ~i'+ ~ _ SA ~ `I ~ ~~'_o~ ~ 30' SAN ~WER ~;~SEMENT ~ , ~ N' S ~ 1 0 ~ V F Q 1 ° P~ v G _ ~ ~
E wE o , - - ~ R E ~ ~ ~ ~ - J I o'~ RAPHIC SCALE 0~ 5~ { ~ PRaJECT MANAG
q S i F ~ i _ 1 PO I~ <~a r ~o ° ~ DRAWN BY: AJF too G
\ . ~ ~ ~ _ y-- JF. , r ~ ~ ~ ~ 5Q P . 0 \ I APPROVED BY: RJB - J
~ o r 1 _ ~ - - J... PO Q~~~
a , w _ DRAWING NAME: PHASE5.20040503 ~ ~ ~ ~ ~ ~hi ~ ~ ~ P ~ ~~GQ'0 IPt FEET
tip, ~ P~ ~ ~
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350 II ~ rn~ II~ ~ ~ N~47~~'Nl IIo uo
rn O O r~ N ~ O t0 1~ ~ N7 O d' vn O W F- NO O O a"o oo~
ONN O rN pN~ I O7~ "00 ..o o "o ri ~ .N d~ON
ONf~ ~ = Z~ W rOM nOOM POM + rn - -
Z +~J W + J ~Ull-Z? _ W ~W +~w + ~ = 32 .38 rn~~~r,
w ~ ~ Q~ o nQw ~ J Q ~ f/1 W o r Q W t- ao Q w LOW P INT ELEV o cc w ~ ~n.. } t' w ~ W P01 T STA = 20+ .82 w + ~ LO ~
~ F Q N HIGH POINT E V= 330.25 F J~ ~ ~ J Q ~ ~ ~ rn PVI TA = 21+18.8 0 " z_ o
HIGH POINT S A = 11+85.88 0: a N Q N i ~ N = PVI ELEV = 318.58 Q ~ ~ ~ ~ ~
PVI STA 12+00 m N ~ ~ O~ N .D. = 12.00 ~ ° z z ~ _ i~ WW
~ PVI ELEV = 331.90 C° A.D. _ -8.50 - - o ~ ~ ~ I
340 _ i - N ~ ~ K - 8.82 ° i - e 216.00 VC ~p x t 0 m
~~jNi:~~~ ~ PVI TA = 13+65.11 ~ ( PVI LEV = 323.64
- 160. ~ VC J+o,woo~ .D. = 3.00 ~ o`~"~zzza HIGH POI T ELEV = 323.0 N
= 33.33 a = STA = 18+62 96 ~ HIGH POIN N 6
O ago»» N ~ ~ ~ pp r ~(IIFZZZZ PVI S A = 18+62.96 + - 3.70 N ~ PVI E EV - 32
' - I~ N ~ ~ ~ NN M + r ~ ~ ~ ~ ~ N ~ LOW POI TELEV = 319. 5 _ _4 F-- w a~ OWNER
" - N N ~n ~ ~ `0• ° o ~ LOW POIN STA = 16+12. 8 - = 25.00 0 ~ o > w;
t0 O ~ I ~ ~ w 1 0.00' VC ~ ~ ~ ~ ~ . ~
+ _ N 'W ~ ~ ~ M ~ ~ z o PVI S A = 16+12.58 o c~v m m v v ~ PVIE V=318.69 ~ > > ~ w w Q > > ~ ao ~ „ O~~~r7 ~
W W v v ~ o z z A.. = 4.00
330 Q, - ~ m ~ w N r ~ 'r N N ~ ~ _ ~
~ ~ _ A ~n w 2.00' VC - ~ ~ W ~c0~.. OI b, +N F u0 ~ JON. ~ fAF-Z? w NovH rn~Z~ o n oN"~ o ~
> s a a 0~ ~ ~S o '~zz~ w o mo o=
5 > m 4 p»> > W N~ZZ N~ Z
~ ~ ~ ~ 0 ~ n of ~ rn ZZZ W - ~ _ _ _ ~ E- - - _ _
2 ~ ~ t7 ~ I'7 _ U > ' i > m
STORM . 8 4 j ti.i p m , _ , 728
~ VC 103.3 8~ ~ ~ > . U e t.. 2. ~a ~ > ~ ~ W _ P.O. BOX _ , . oo~
009,' q ~ ~ _ m W o ~ Nf MIN. 3' SEP.ARAl10N -2. Z,DOI ~ _ _ --sue ~ ~ PRINGS 00 BASIN ~i HOLLY S ,
' ~ ~ AYATERLINE ~ it' SIDS AND RO ' SUBGRADE STORM ' ~ - ~ _ LINA 27540 - RTH CARD NO
u 320 _ a - - 5-t2 ii - , o - BASIN
t Its - 5-3t ~ ~G 00~° 00864E " Q 5
~ I C~ ~ B N stuRM 0 `BASIN o S M 1L_ - _ I 1 ea~NS~~. a F . SHEET NAME _ ~ ~o
~ ~ ~ 5-14 SEWERLINE ~ . ~ ~ . BA NS I I \ O CROSSING O ~ M g ~ -
~ of ~ ~ 16 ~ ~ ~ ~ W +N _ _ _
o ~ 0 C.F . Oq ~ ~ sroR?~
QQd . 77.85 L.F. 0.50 g^ pVC ~ ~ ~ BASIN C 107 61 L.F. 0.50% 0 L.F. ~ ~ I ~ s-32 g PV 85.
8°PC 0. 0%
8" PV 264. PV 264.
DRAWING SCALE
310 - - - - _
HORIZONTAL:1 "=50'
VERTICAL:1 "=5'
DATE.
)7 ff 5-3-04
17dTTTHf F.'T,F.V _ _ _ _ ~ _ o o o ~ ~ SHEET N(1MBfR
300.00 ao o M CY) r- co OD to 04 _ (D
x001 °rn MN co ~~0 NM 00 r~ ~01 N~ Oil r~ °O r-) C14 MN MM NN N04 ~ NO -N ~N 04 N MN NN NN NN NN MN ~N MN MM MM M M
N NN NN N01 r~ M~ MN ~r f° °oi N6 N4 N NN NN re) 04 MrN ~M MM MrN,~ MrN MM MM MM MM MM M M
MM MM M M PP-3 22+00 23+00
16+00 17+00 13+00 14+00 15+00 0 18+00 19+00 20+00 21+00 17+0
10+00 11+00 12+00

CONSULTING
- \ \ l' - ~ ~ ~ C' °6 ~y 6' 2805 Tobermo Lane x1 ~ ~ ~
r s 9 A ~ ~ t9 ~ ~ 9 \ y ~ g Raleigh, NC 27fi06
~J ~ ~ ~ ~ ~ - i ~ ~ ~ ~ ~ T - ~ H SC- _ A l~ G ~ ~ _ Phone No. [phone] V
~ ~ A 6' ~ ~J. x Sp p~~l 26 , 50 ~ 100 ~ ,o ~ ~,y
~ ~ ~ ti ~ ~ ~ ~ J / ,S
~ 2 ~s~, ~ - \ / I - _ - - w ~ ~ ~ _ ~ ? ~
- 0 2 h~ , . AI'~ .w ~ ~ ~ ~ i ~ ~ ~ , - ~ ` ( Ild FEET )
~ ~x 11~ ~ a V 6' 9~ - - ~ - ~ \ _ s / r~ , _ ~J 1 inch = 50 .i C R Q \ ~ ~ desweere~/
'_1 ' ~ , 0 5+ 0 O - ~ x _ ~ ' ~ i~~ ~ ~ ®eeQ~ ~ ee9
o ~ ~ .ti \ ~ ~ d ~ ~ ee - S ~
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ti ~ s~ ~ t,9 ~9 ~ ~ , ~ ~ ~ 6 ~ ~ S' ~ , r ~ ~ y' 6' + 1J F 6 ~ ~ r V ~ r x ~ ~ ~ ~ ~ R FAR A~ C~11 G ~ '
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`0 ~ ~ 1 CO ~ c~ In G I ~ (s N ~ ~ ~ ~ v J ~ F ° S ~ - - ~ i ~ - - --p~ e ~ - _ REVISIONS
~S' S, ~ ~ ! ~ ~ ~9 k6 ~ F ~ ~ i/
s`_ _ F~ P ' 0 + ~ ~ i4 i ~ _ - - - $ ~ , 0 ti yy~~ _ C7 C \ ~ ~ .DATE DESCRIPTION
„9 I ~.~~o Ar i ~ - ~ - 25~--80 'A' c', -t4,.~ - 'i~-1.6 ~ ~ i ~ 1 NO 350 ~ ~ 4/26 TORrN COMMENTS 3/30/04
~ moo' ~ ,-c v _ ~I--= I 1_ i ~ -w ~ ~ I --i ~ - - - - - - - ~ S - - EMS 0 ; 0 ~ - ~ ~ , o
`r / .P y I ~ ~ ~ ~ , . _ .f.,,. ,A~ i
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7.43 F 4,'~" ~ 1 Q ~ v~ S/ ~ ~ 0 0 ~ , ~ _ ~ a ~ ~ ~
F ~o f - - - /r l -~'r-' ~
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Q ~ ; > Q o PROJECT INFORMATION ~~F _ Z ~
- 370
PROJECT MANAGER: RJB
DRAWN BY: AJF
PVI STA = 24+49.73 ~ c0 ~ i ED BY: RJB ~ ~ ~ ~ APPROV rnrnM I
o~~~~ PVI ELEV = 351.67 ~ - DRAWING NAME: PNASE5-20040503
JON~zO .n" Mza _ -
K = a.4s a
u i I Q „ ~ 120.0' vc ~~~z? is ~zz PROJECTNAM
0 4~ v o
~ d' ~ ~ wi ~ r ~ 9 ' ~ 360
_ M _ - w + W + ut 9 1
r7 W N ~ N
W W ~ . ~ ~ ~ NE -~N. 3 pRAnoN
~ ~ V j i ,/~N. 3' ARF ~ N > w,;, ~ WAli:l wnt~E ~ w w
W ! ANO RO SUB4 ario Ro Suec~aoE
_ _ - - %
3 AO%
M F~ ~ 53
r r` C v P~~ w
00 ~ p ~ ~ oc,°
N 350 maim
V ~Q I ~ > ,F ~ m 2 gg 1. r~M
m 1 c~o~> w J
II a p~G W N~W W N
r ' II O O I 00 O wj ~ Q
~•ON p et ~ N OWNER
~ 't' M
a ~ w ~ t0 r ~ ~ ~ w LOW P INT ELEV = 32 .38 0 ' ~ ~ ~ ~ ~ w
w ~ ~ LOW POI TSTA = 20+ .82 w + c0 ~ Q i° ' w a rn PVI TA = 21+18.8 0 ~ z ~ W N
~ _o N ~ VI ELEV = 318.58 z o ~ ~
P a o» j ~ a ~ .D. = 12.00 ~ ~zz i , 340
_ ~ m ~ o_ .oco~
I ~ I /~o e w wj M
216.00 VC p°~ ~ • ~o J ~ ~ ~ :0 0 0 z o
0 = = N Z a» HIGH POI T ELEV 323.0 ~ . a
~ ~ ~ ~zz HIGH POIN STA = 18+62 96 ~ 0 N ~
PVI S A = 18+62.96 ~ _ o~•
PVI E V = 323.70 cNv P.O. BOX 728
A. - -4.00 ~ w G - ~ ~ _ U LLY SPRINGS
- 25.00 ~ o > w; I ~ ~ ~ o`~ W ' Q HO
1 0.00' VC ~ ~ ~ ' •a co r ~ ~ i 0 AROLINA 21540 NORTH C 330
~o ro ~ ~ r o~~~ l .d' O (0 ~ J~N..~
O 0~ O O ON''~Zp % SHEET NAME
~ N cphr~r'l p.-~ ~ S pj I~ Kl N ~ c0 ~ ~ Z /
M J+MOa.F- Of w1 rnNZ~ ~ ~ JOS. O ~c/)I-ZZ Nv ] ~w)_O I~ ON
w) S O ZZO ~ U -a + N ZQa Q O ~ Q i- O > n n
_ ~ ~ZZZ W /
Ut U P
> m ~ Qt
_
' i r ~S1ORM - - 320 DRAWING SCALE
~ BASIN I~ ~ , ~ - rr3q i
it ~ ~ sroeu NORIZONTAL:1 "=50'
BASIN ~ 3t k G OG~'
Nd9tE / Q~ g. I I ;3ASN3 ~ 8 4 . _ - _ s- ~~o VERTICAL:1 "=5'
U_ a
_
8 P sloRnt DATE
0.50% J I BASIN 0.50% 77.85 LF• g" PVG ~ ~ ~ ~ 5-32 5-3-04
8 PVC 107 61 L.F. g5. L.F. 0. 0%
nueeT m u~DCD
OD 00 17 ~2 rn - 00 M r 0 ~7nGG 1 1\Ymocn r-Z 06
O O ° r° dr Ln to M~ M~ ~Ip r .-M om to rnM rn~ ~M r~ ~r to ~6 d~ G)tD c°9 co 0, N6 MN ~M t0~ frOr w0
nvi MC4 N~ o ° 0)° (10 NM N~ M j M~ MLf) tr) LO LO U) if) MM M~ MM MM r90 Mto CO co co n Mtn rn~ r7M MM MM M ~ w PP4
iNN N N NN MN M M~ M ~ try MM M M M M M N N M M M M M M M
I 27+00 28+00 29+00
23+00 24+00 25+00 26+00 19+00 20+00 21+00 22+00

i
~ i0 ~ - CONSULTING
~ 0 O v, ~ ~ 2805 Tobermorp Lane
/ ~ P~ ~ _ ( ~ RA-N ~ I ~ ~ ~ ~ i ~ $aleigh, NC 27806 A,N 4+~ ~ ~ PHIC SCALE _ gR ' ~ Phone No. [phone]
- ~ ~ S ! ~S ~ - i - - ~;7 ~ §0 i~ 0 25, ap 100 200 _ to
S? / - j. _~F~~~ ~ ~ ~A
~ I ~ ~ • ~ ~ / ~ ~ ~ i i~ ~ - / ~ - ~
t9 \ _ ~ t9 Pc o ~ PC - 25+34.25 ~ (IN'~'EET
S ~ ~ cy, = 50 fk ~ ~ ~ F+ ~ s~ea~gee~s~
~ ~ b' ~ ~ ~ i c~ I ''i pp~~~®s ~S~Q m®~,~r V®s®~ a®9
~ ' ~ ? Sl _ _ ~ ~ f~ + V / ~k ~;U G+ II tT ~ e ~ Q ' s S
1" + ~ + n N ~ ` ~h ~ 2 - a a.- YL llJ. 1', , t
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I ~ , - _ , ~ ~ ~ ~ , ' ~ - i _ _ _ ~ - ~ ~ r - - ~ ~ ti ~ ~
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ps -n- - Obi- - - - - _ ~ _ ~ ~ ; ~ ~ r
- { - ~ _ _ - d - ` Q r ~4' - P ~ ~
s J_.-~_ ~ ; ~
~ ~ ~ o ~ ~ ~ , ~Q' REVISIONS
~ `gyp ~ , cv E q P Sf i~li_NT - ~ Z o ~ i III ~ ° _
V ~ o Lo-o_o o_o _ - ? ! °1 N0. DATE DESCRIPTION - ~ s
- - - _ V _ _L~- h ,o a 4/26 TOWN COMMENTS 3/30/04
1 ~ S A ~ ~ 1 t~ ~ ~ , _ - 45-- - - - - - - - - - -
~ ~ - - i ~ ~ st ~ _ G ~ - _ -
~ 6' \ ~ ~ \ ~ _ _ - -
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~ 2 r' 6 _ . ~ ~ _ ~ _ 14+ ~ 5 9 _ i
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,g ~ ~9 b' S? ~ <p F ~ t9 - ~ 6~ c.~ z ~ - -I - - - - ~ GQ - e = P~ PT = I-- f ~ ~
F ~ 6' 22+46.33 I I _ ~ ~ ~O ~Q
'ti ~ F ti~ q ~ ti ~ 2 ~ C~ --'Yt`-' p~_ ~~ti F N ~ r ,i s ~ I `
~ S 'A ~ C' 1 ' ~ n ~ ~ F ~T ~ ACA + ~ ~ II S f, V` F~ o ~ N ~ ~
v 0 T o 'L/ , " ~ ~ + to . F S S , ~ r I 1 ' ~ ~ c~, I i
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Fl, ~ ~ ~ ' ~ ~ , - '9 0~0 \ 06 ~ ~ d
~i ;ate ~ , - -iT - - - - . - - - ~ ~ q J 'r ~ ,--+4''"~ o~ ~ - -23`+6p - - ~-?F', 24-f6(~ -2586 ~ o' C~ Q. ~ J GV ~
y ~ -?i ~ _ ~E~~ / ~ ~ / _ i L, ~ ~ P ~ p 1 ~ - " PROJECT INFORMATION
Ao P 0 S. J ' , `~t ~ --4~-@~ ~ ~-0
~ . - ~ ~ 5 ~Q PROJECT MANAGER: RJB ~ U ~Q
~ ~ ( ~ ~ w F ~ti = . ~ d ~ I' ' ~ F
10+ 7.43 ~ 1 ~ ~ 4 ~ c. ~ '~P
i ii ~ a~ •
~ ~ ~ o~ ~ -
S A l' ~ ~ ~o ~ V G
~ ~ I o
i i I I
o ~ - - ~ ~ ~0~ ~ t~', ~ DRAWN BY: AJF
ti, ~ , _
`o i ~ ~ ~ ~ BP'S' , y ~o 9 ~ i ~ , APPROVED BY: RJB
I I ~ i DRAWING NAME: PHASE5-20040503
~ ~ i, o j ~ ~ ~ ~
i r,. -
PROJECT NAME
360 - ~ ~ 360 360 360 -
150.00' VC II w
a PVI STA = 1 +41.46 "o it ~ o so ~n~ uo ~ Ilm
N ,n PVI ELEV = 348.68 v a d ~ 4. Ip tOi _ ~N a; +M ~o° vro rn
N N i ~ r~i M' ~ K = 18.4 ~ M w + ~ w Oa~°~ rnao~t
~ M ---~N MQW OMM MOB
U+ J ~M Q w ~ U> ~ Q O ~ > O a > O +N J m
W W [n ~ ~ W (/7 W OQW W ~~W W QN w QN
J Q >n STA = 12+7 ~ F ~ ao Q N Q~ ~ °D ~ IY H ~ H
~ P ELEV = 332.4 r1 N N Ow POINT ELEV = 333.21 N
A.D. - 8.00 ~ W + • ~ .0 350 - _ ---o ~ ~ 350 L W POINT STA 11+88.fi4 350 = 350
PVI STA = 11+50 ~ ~ _ Z O ' PVI ELEV = 29.43 a ~ Oj N
PVI ELEV = 329.54 150.00' VC ~ m Q d ~ ~ > > ~ M A.D. = 12 60 + ~
A.D. _ -3.00 m ~ ~ z z m + o K=19.5 ~ M
K = 3.33 II II o ~ I I
° u~i 100. VC it II 240.00 C > _
M r- M Q W ~ jw _ ~ N
ll1 {~1 ai w > > ~ ~ ~ i a OWNER
III ~ > U ; O ~ w W + M, + M ' - M M
v ~ r h (O r N ~ ~"I 2.08 W
O d M io rn ~i ~ q 2.Q Vl ~ U 340
340 0 ~ - 340 d o ~~W CO N~~. 340 _ -
+~J ~O~ 111+'- I O J M '3 6 z o A f
w dW ON~z / W Q~ o d z i` 6 1 ~ I Q ~
t- ~ =~Zp~~, M QHO~ n^ N (n ZQd N M ~fl1FZ ` v ~
Q h- o» ~ M d M ~U1F-Z? v0~
U W i' M ' 8E1N~EEN WATfRUNE p~
O o W W,. i O+ ROAD SUBGR 0
+ I~ N M ~ f I~ g N Q~ •J ~ STORM S BASMS ASIN
38 p~o ~ ~ W II Ii P.O. BOX 728 II ,
w r it ~ ~ ~ > a II ~ HOLLY SPRINGS
~ o ~ 330 N MIN. 'SEPARATION _ 330 330 _ ~ - 330 ~ ~,E
O N ~ ~ ~ M WA'tEf6JNE 9. N p ~ r%~ cv II AND R AD SUBGRl~[IEj i ~ ~6 ; NORTH CAROLINA 21540 I `
G o~:~m~ > ~ ~
J°'NOa~ F J Q / ~ SHEET NAME 2-~' sTOR~ i
Orn~~zzp ~ W BA~II ~ NE I cu~v~Rr~s-
zQ~ S S ~ 5'36/ ~~.~pWA QUO»> / - zzz j-' ~ ~ ~tnt---- _ ~ n
:0 ~ / / n
STORM ~ ~ / /
BASINS ~ ~ g" PVC 86.92 L.F. 0.50% 5-35~~ ~ LE PR FI PLAN
5-35A ~ 320 - - - 320 320 320
u~ ~
5~ ~F. DRAWING SCALE
0 I ~ HORIZONTAL:1 "=50'
n VERTICAL: 1"=5'
STREET "F" DATE
5-3-04
DATUM ELEV DATUM ELEV
310.00 N)I~ fro loco ~'t 000 ON N~ -N ~t h~ tD 310.00 /p 0 00~ Mn cON ~ MN c~N t~a
P7pj tn~ ppr 06 Ma NN ln~j oidj t0~ Oil N N ai co ui It r: N ~ I SHEET NUMBER
NM Ncv NN MM ~M rr) n ff)K) M~ ~M M~ t7 M ~M ~M ~ M ~M K}M MM ~ ~0 d r~i MM MM N~ NM stn MM MM MM MM MM MM MM MM M1'AM
10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 14+00 PP-5

CONSULTING
2805 Tobermory Lane
GRAPHIC SCALE Raleigh, NC 27606 Phone No. [phone]
~ 0 25 50 100 Z00
( IN FEET )
1 inch = 50 ft, ~ caRo
~~Es®Qca~e~®s ~i! y1T91 e•1-I'
®0® V~ir ® •MQ
® `4 S w ~
1 • 0
~ ii ~ , I ~ f I , ~ A / / ' ~ ~ 00~~?
/ ~g ~ , - - - ' i-~'--~~ ~ !fit - ~ / i ~ ~s e~ ®f + 1 ' ~
~ V H '1g ~ 0 1 E5 ~e ~ / A ~ - L. wL ~ - ~ ~ k ~R R~ ti +~o-~:_ ~ a FP
/ Q r ` ' fir Of}' - - - ~ ~
- 1 , t ~ d l
P~~_ ~ _v ~ _ ~ R1 _14+67 ~ 10 / + `r o I ~ _ , vow ~ ~ ~ w w -
X68 ; ~ ~ ~ 1! N u - _ ~
tt ? I ~ ~ ~ ~ r ' ' DR ,IN . ~ g. , S o P ~ 4 1„ ~ ~ t A S iViEN T
~ a ro 0 ~ ~ ss ~ pp Pig t I `•.DI~ ; ~ c9 o REVISIONS 1 ~ I
b ~ ' ~ _ t9
_ _ i~MEN ~ x S ..tt1- ~n N0. DATE DESCRIPTION ~ V , ~`J A ~ L 4/26 T01VN COMMENTS 8/30/04
9 S ~ 1 x ~ - V S~
MH P ~ ~ J Jl_ PC = 25+34.25 - - 7~ 'V - -
1 ~ ~ \ ~ Z ~ ~
_ ~ ~ ~ . ~ \ ~ ' I l ~ _ 0 1 o ~ ~ 6 ~ ,~h ~n v
n ~ ~n ~ ~ l ~ ~R 0 ( ~ ATE ~ , x qlN, -=f1; ~
~ h ti~ i ~ I ~ C b' ALL G t1
~ ~ ~ ~E ~ _ i- - _ - - ~ ; 5+ 0 ~ 0 - _
~ ~ S ~ ~ / ~ / ~ S X55 l ~ 'Q!, \ A ~ ~ i k ~ ~ o i ~ I - _ ~ .ti ' s ~ ~ ti - - o ,~s,~~ - - - - - -
~ ?Y ~ . ~ / ~ _ n_. 0~~-__? ~ y?~~ f
,o - ~ ~ ` S'„ 00 / ~ ~ I ~ ~ I S
~S ~3~A '1 1 z ~ -ll-- 1~, S ~ / ~ 1 i'~ ~ / ~ ~1'~ ~ V Y
x~ ~ g) ~ZW I ~ ~ ~ ~ A ~'~~/j~ ~i - 'S .i _ ~ ~ 's _ W -ll-- 1-, ' T ~ ~ f , ~ 9 I ~ \ t9 ~ z ~ ; , ,6. I' ~i ' 9 F 'S ~ ~ G '~T ~l
~ ~ ~ ~ I~(n I s F \ ~ x S F Q 0 ; ~ I ~ ~ b'
Q ~ Q - T ~T, O F 0 ,'c" N n n
L F 9~ ~'F ~ + ~ II
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASES-20040503
380 380 380 3s0 _ PROJECT NAME
~ ~0 360 ~ - 70.00' VC n-0,
~ Ilo ~ +'c m~ P - VI STA - 4+70.7
m LOW P01 T ELEV = 327 9 •i;i
r - M LOW P01 T STA = 1+85 04 ~ m~ PN ELEV = 350.8 ~ .D. _ -7.00 ~ ;08%
+ ~ d - R--~Q.~ PVI V = 324.13 •.w 00°~
i O N> I W ~ H QW A D. = 16.50 6'
I, PVI STA = ~+43.53 w F = 16.97 >m ~ ~ ~ ~ ~ m °i
PVI ELEV =i 355.49 ~ ~ ~ II Q II U II ~ ~ A.D. _ X5.00 ~ ~ i n - , 80.00' VC - - p m ~
^~nm - mnM mom
370 a K - t .00 - 370 370 , ~ oN~ 50.00' VC ~ ~NM 350 - - ~mul ~ a 350
d~ j M~ ~ OONW ~u+jj O cV Q ^ pN if + N
ao~W rn ~n J Q+ ~ ~ ± .w o0M ~ } ~~W } ~~w a II v + a~
~ . ~ PVI STA = 2 00 Nr'~i +M ~ ~ a ~ ~ d cn V•~cn } m~ o. Ilvm
~ ~ N PVI ELEV = 3 2.88 N ~ a v~i a ~ N N .0. - Ojw ..w - O,~N VU ~ QN Nn OMM > Q ~ r~
o o_ O~W - o - +M
K=8.00 >m ~ >w m w I ~ ±Qw ~ Nw
32.00' V N i i W F W OWNER
PVl STA 1+44 II n ~ N N ~ i J N J
PVI ELEV = 347.28 - - III ~ ~ A.D. _ .00 ~ ~ - II Q 'lJ.l ~ U
360 _ ~ + ; ' ~ ~ _ , 360 360 p II K-800 ~ ~ > 340 ~ - - m ~ 340
ODN i NM ~ > J ~ J f
40.00 VC rn • ~ w ~ 1 ~"i 1
d'N SON UW W i ~ 5 ~ N~ >j i, 1.00% 2• r
*'M mm
M 0 Gs U 2.OB •08 ~i
: ` ~ ~ W , - I - - _ a m> II II II U '
m Q
~ II II 4' AIERIJNE II ~ I ~ N
II ~ p II ~ p°~° s P.O. BOX 728
350 ~ - - 350 350 330 - 33o HOLLY SPRINGS
NORTH CAR LINA 27 4 0 50
II m II U II i •s
QOM Q N1~ ~ II SHEET NAME
v0~ v~~j iii n _ _ 11 11 -
NOM I~ OM STORM ~ O j ~ ~ > - AL Y LE A
I I BASIN m N ~ w U r W 5-39 N' W N Q W Y If fl o ~ ~
II } Q } ~ ~ m~ ~ ~ I ~p u7 ~ fl fl
~ II Q ~ a ~
340 - 340 340 +M ~M 320 II -
" II I i 320 P A P FILE > ~ ~
IIH ~a~.I ~ ~ J (/lam I
I{ u ~ s ~ i DRAWING SCALE
i a' w~mtu~ ~ o_ as m ~ HORIZONTAL: i "=50'
~ . " ,
. N VERTICAL.1 =5
~ ~ o~`~~ I
~ » ~ » » +"~zp i 7J
I I F DATE ~,~ZZ ii
DATUM ELEV DATUM ELEV ~ar~r~ r,•~y j i 5-3-04
330.00 330.00 310. lXl
rn n ni ,..~d r. L.,
w~ cV~ Mr OM M~ f0~ Co N 0.. p., M4, Ov Nrn OP N~ 00 M M c0 M O N 00 O s0 p M~ o: t2 O~ Nm NGD NO N~ 4O (0,6 '-(V to 1n
co ~ N (0 1i O N6 0,6 0) C10 Mt M`t MM MM LOU') ~ro K) N M ~ M M M M M M M M N N N N M M M V) SHEET NUMBER MM M,M MM MM MM MM MM MM MM M
1 I
1+00 2+00 3+00 4+00 1+00 1+00 2+00 3+00 4+00 5+00 PP-6

CONSULTING
2805 Tohermorp Iane GRAPHIC SCALE Raleigh, NC 27608
Phone No. [phone]
50 0 25 50 X00 200
( IN FEET ) ~ CApO 1 inch = 50 ft. Q.~..® ®me®(/
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~ ~ N 1~ ~ A .m S~ ~ A ~ ~ ~ Q Il -l ~ ~p DES RIPTION w ~ w N0. DATE C
~ I t~ P ~ q k , C 1 q 0,; o- _ 3 0 04 4 26 TOWN COMMENTS 3
/ l Sl ~y r ~ ~ f ~ ~ y V `E 's °i / O 4 12+50.16 . ~ ~ ~ i~ I l / ~ ~ ~
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PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASES-20040503
PROJECT NAME
350 350 360 370 ~ _ 360
PVi STA = ~+97.10 ~ I I r. II II w II w
PVI ELEV 337.45 ^ po u~ A.D. = 4.00 ro ^"N IL it ~ N n ~ vp> ~W '1~00~ WNW
II o K = 1 .00 U n. worn wow ~ [p _ O pp v In IA ~N Jp~ OON~ ~~M
o ~ ~ o ~ o °a M HIGH POINT E V = 344.97 17 Qa:N ~p+ 0I+ .
0 40.00 VC N II ~ ~ o + ~ + HIGH POINT TA = 3+35
+ M o + ~ ~ w + • ~ PVI STA = 3+00 It QW W O`'W } r'~W ' } cVFW
p o ~ W ~ I o ~ w w~~ w w N~ w PVI ELEV = 347.97 ± Q W I ~ r Q w w~ N A.D. _ -17.00 ~ } H O• W J Q N J Q~
w ~ ~ ~ w Q~ ' ; o ~ + ~ ~ ~ ~ a N K= 0.00 Q W mN Q
N ~ N ~ ~ I n m w I 170. ~ VC f- tn
4 + ~ v U 3 0 - _ _ - 340 350 360 - -fi- 350
. • iv w w _ - ~ " VI STA = 1+7 ~ ~ ~N 00 r
~ ~ " - P ELEV = 332.7 0D r + PVI STA = 5 85 MM _ I
m Q] ~ - M r A.D. - 6.00 PVI ELEV - 3 3.72
K = 10.00 >S ~ w A.D. _ -4. 0
W TERl1NE w - " 60.00' VC - - . ~ ~ 0 w> K = 18.0 w
- ~ r - _ ~ HIGH POINT ELEV = 339.93 - 72.00 V
f r ~ M HIGH POINT STA = 1 63.79 OWNER
O M VI STA = 1+7 39 rn N Vl ELEV = 340 45
i II r N lil II U ~ ` A.D. _ -7.08 M
II II ~ vi . ~f M U M ~Op - ~ 350
330 330 340 > e w ~9 ~ W +0 340 I ~ I ~ > ~ ~M 70.80 VC
I U ~ 00 m rriW
m II II a~ VU
Ilp > W> Obi W ~ N Of
u pll u _ ~ _ n t0 ~ _ r QO
• N1 r f!j N ~ O
M U Oi O
m ijj U O ~ M ~ II II + _ > N M
> II N W P.O. BOX 728 ~ II II II
I `2 ~ p°~^ I W > HOLLY SPRINGS
320 320 33 - - ~ 340 ,08 ~ J ~ _ a_ 330 2 ~ W A 27 40
II ~ STORM I~ I NORTH CAROLIN 5 ~ 5 ~~9, 5
? eASln ~ srORM I I 5-17A g~ I I/ I I BASIN BA51N / 5-9A x'4(1 x.09 o
5-9 I I % SHEET NAME D ~
8" WATERLI 0 STORM BASIN stares ~(I`.,'~., n eA~N - -
5-17 8" WATERI.I - n n
~ I EY ALL
a
L SI.~N 4 WAIERUNE
II II pll PIPE
310 - - 310 320 - R FIL PA 330 320
DRAWING SCALE
HORIZONTAL:1"=50'
VERTICAL:1 "=5'
» »
1l 7f 1? DATE
5-3-04
ATUM ELEV ATUM ELE1~ DATUM ELEV _ 320.00
3UU. UU 31 V. UV
d tf) M a) M a)M NM NM 00 ~ app Nap M00 C) OD _00 to rtn t- t0 (o co tD co M M N N M to M M OD rM 00 LV ~ N f\ 06 to Oi tO Oi pj tti tri h I~ d r CJ ONO N M L O0 OR N o, ~ ~ N M . .00 ro r 6 M N MM
NO NN NM N~ M Md Mn M00 M0) M; Ma' Mr Mtn .4-4, d MN MN MN MN MM MM MM MM MM MM MN MM MM M`t Md M F M M M M M M M M M M M M M M M M ~ M w SHEET NUMBER MM MM M Mry tot to nM
1+00 2+00 3+00 4+00 5+00 1+00 2+00 3+00 1+00 2+00 PP-7 4+00 5+00 6+00

CONSULTING
~ 2845 Tobermory Lane Gh ~PHIC SCALE Raleigh, NC 27606
Phone No. [phone]
50 0 25 100 200
(IN FEET )
~ ~ ~ inch = 50 ft, _ . ~ CAq
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~ w ~ , ~ 9. ti ~ ~ ~I'
~i~ ti s F ~ ~ ' ~L ~ F ' ~ y Oy ~ N0. DATE DESCRIPTION ~ ~ _ 0 9. F 9 0 S o I I w~
~0~9 ~ - / N A r" v ~ ~ / c, i 0 0 ~ '~j ' 0 ~ ~S L I _ 4 26 TOVPN COMMENTS 3 30 04 ~,~~,0- 6' ~ 9 ~ ~ / /
A; 20 Sq ~ ~ G~, F~ 90 ~ ~ ~ ~0 . SAN SEWER -
CD ~o N SE W\- ~ ~ _ / / R oo FASEME- ~ i ~
ti ~ NT ` i . / ~ % ~ F F - E,ISEMENT r- - - i ~ S ~ ,::J I 1 A ~ ~ - -
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PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PNASES•20040503
340
Sao PROJECT NAME
N N
I ~ I it Q ~cON fn cpO1N
F ~ I II c0 ~r%lr~
o ~ o o~ r~N~MN~
330 ~ - - Uj ~ 330~ r~o omwoo~
+ ~ ~j ~ rn ~o ~o o 6~ N + pp ~ N~ Z Z Z p Q ~ O
ri ~ o ° Q r~ r~ z ~ co H !/1 N ~ QO»»
0o t0r~o° ~ _ ~ r~ ~~r ~~zzzz II
o~~Zo ~p N O~
N~pSSN
w°o~ri~ ~ ~ ~~zz J}~vv~ O.-MZZO 2 -
O±H~~zZ~ 2 ~ Q~a
Q~QOW»> OWNER
3 F ~ z z z PROPOS PROPOSED
320 STREET 320 STRE T 0
a
310 P,O. BOX 728 31
HOLLY SPRINGS
NORTH CAROLINA 27540
2.50% S PAC
~ 38 ~.F 22
SHEET NAME
TFA LN
300
PLAN P 30
DRAWING SCALE
HORIZONTAL:1 "=50'
VERTICAL:1 "=5'
fJ 11 » »
DATE
DATUM ELEV _
290.00 DaTU~r Er,~v 5-3-04 290.00
SHEET NUMBER
1+00 2+00 3+00
1+00 2+00 PP-8

CONSULTING
2805 Tobermory Lane
sDD' Raleigh, NC 27606 Rlcer nF Phone No. [phone]
,..;y-,-:.. =1U~ ~.,~{~r,..; 2 TREES/q ~ I LF
J:1 MA%. 3:i MA%.
VALLEY WRB / Y VALLEY CURB ~6 30° WTOTH 1R4 ~ i~Lbgfi 30° WID1H ~ l0A
~ o®{®0ee®00)p® `I PAt~EMENT OE -di,rv y'i7 SA o~®
6' CONCRETE 7.0' SNWLDER 25 I-2, 8' a ~ ~ V~ 9 T STDEWALL( k PLANi1NG STRIP 710' SHWLDER SA 240' k PLANTING STRIP ! Q
d' DEP1N ROADWAY Niu III ; S ~ 0 a
PI qFT PEk~Fi PER2fT 7
TYPICAL MINOR RESIDENTIAL STREET SECTION 24' B-B 0®q~
NTS ®o°~~ ~o~~D~o~~
~F H
57.0' RIGHT OF Wa, ,
~ :t$'. :.'.2:+~' • ~i~ rqS ~,:1" ~5~1 ~ t~
~~~~r~;{.~::~~ 2 TREES/40 LF ~~u~;~=~,x
- REVISIONS 27 Max. J:I MA%. VALLEY CURB ~ VALLEY G1RB
30' 1WD1H I/4 1 4" 30' mDTH PEAn FT PER FT "r -
-7° N0. DATE DESCRIPTION PAVEMENT OEyai 5' CONCRETE 7.0' SHDIILDQt 2S° I-2, 8' rn~ 12.0' SNOUtDER
SIDEWALK k PLANTING STRIP 270' k PLANTING STRIP D/miH / ROADWAY Vni~ii i
PER4F7 PER2FT PER FT
TYPICAL MINOR RESIDENTIAL ~:IIZEET SECTION 27' B-B
N?5
12' A[1EY
20.0' S GD~e r~iF EASEMENT SIDE ~a.~r 5' CONCRETE SIDEWALK
J. 3:1 MAX.
T q^ ~ I q' "SHOULDER 6° OEPiH 7.0' SHWtDER PEk FT PER F7 11 MAX. r"NTINC STRIP CONCRETE k PLANNNG 51RIP
\ VA:lc, '^~2B VALLEY CURB 4.0' PAYEIAENT DE9GN 4.0' JC~ ~.~rni UlIL11Y 6^ CABC UIILI1Y 30' WDTH
STRIP 12.0• STRIP ROADWAY W9DIN Z.5 12' ALIFY 25'1
PER2FT PEk2FT i9' ALONG
STREET PAVEMENT
12' PRIVATE ALLEY SECTION 12' ALLEY RAMP DETAIL NTS NTS
ALL PUBLIC STREETS ARE REQUIRED T(~ BE PLANTED AT A MINIMUM
RATE OF 1 TREE PER SIDE PER 40'
PAVING SECTIONS SUBJECT TO GEOTECIINICAL TESTING
CROSS SECTION DETAILS REFERENCE TO STANDARD HOLLY SPRING DETAILS
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASE5.20040503
PROJECT NAME
OWNER
P.O. BOX 728
HOLLY SPRINGS
NORTH CAROLINA 27540
SHEET NAME
DRAWING SCALE
NOT TO SCALE
DATE
5-3-04
SHEET NUMBER
D-1

CONSULTING 2805 Tobermory Lane
Raleigh, NC 27608
Phone No. [phone]
- UPSTREAM END OF
STORM DRAIN OVERFLOW
so' MIN. ND~ES: UNDISTURgFp g0 7~3 PIPE IL
BUT SUFFICIENT TO KEEP i. PUT SILT FENCE OR TREE PROTEC110N FENCE UP a' MAx. SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE S USED. n D DIAMETER
I VgRinuu aS DIRECTED dY 1HE ENGINEER 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT D D Cq~ ® C DC D _ _ ~ ®®®d+q+
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- . LNG OVER THE STONE, THEN THE TIRES OF THE _ _ ~t v_ E'J 8E USED 25' 01: wHITH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE e,.~ - N f UNDISTUr;r; ~~B ®a~~ 2a oR Fl.arrER so~L ~®•'0~~ d~ °~`9
MIN. T2-I/z cA. EXISTING Is F ;'nNlf. L)R RAILROAD PROP~~~.I n STREET, W7ERMmw7E ROADWAY L LJ tT) WHiCHI „I a IS PUBLIC ROAD. BURY BOT701 - - ° e' - ~ B° MIN. ~ ~1N• ` « 7~y~ _ s e~ a BURY BOT70M _ _ _ g~ o
MIN, t0 cn waES - GREA H I: OF PLYWOOD uNE WRES 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS OF PLYWOOD '-T1=III=III= - =I11=III=III III ~ ~
cii FF E F Ric ( - ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY „I To 'EGO o 5C, WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY ~ I III-111_ -i l ~ ~ d SECTION A-A A ti amp 3~4" EXTERIOR e+
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL NOTE: ALL PARTIALLY COMPLETED STORM DF cRaDE RESPONSIBILITY FORM. SHALL BE PROTECTED AT THE END 01 COMPLETED STORM DRAINS aLYW00D + fECTED AT THE END OF 0% CHANNEL GRADE ® +
EACH DAY IN ACCORDANCE WITH THE' DETAILS. ACCORDANCE WITH THESE ~ r~ MIN' ~ srEEL FENCE PLYWOOD INLET PROTECTION MAx. cw~DE of FDR A ~ ~fi~s,.,,~,~~ '
PLAN PosT ~TrP.) TR,wsmoN of is MIN. y A UPSTREAM END OF OVERFLOW -
STORM DRAIN
DNERSION OR DIKE I 1 II I I I
~7 3-~ IIIN, 15' MIN. NEW CONSTRUCTION I I II 1~3 PIPE PLAN I I II
NOTE: STEEL Posr EXISTING ROADWAY I- I I D D DIAMETER Do y `I' Ji
-USE SILT FENCE ONLY WHEN DRAINAGE AREA ~ wovEN vnRE FaeRlc DOES NOT EXCEED t/4 ACRE AND NEVER IN NCE cEOlEZTaE FABRIC ' FOR REPAIR OF SILT AREAS OF CONCENTRATED FLOW FENCE FAILURES, USE 12~• MIN. Dp D ~ REVISIONS
No. 57 WASHED STONE. 6" MIN. - WASHED STONE FILTER • FOR ANCHOR WHEN SILT -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. SLOPE ACROSS PIPE INLET- HASHED STDNE FILTER - D D ~ ICROSS PIPE INLET . °
FENCE IS PROTECTNG CATCH BASIN. t r: VEGETATED DNERSIOt~,~~ ~ ~ SCRIP3`ION i ll ~ l'~ n~ a-I I ~n 1=111-u l- - I l~ ~ 1=11 t ~ ~ rw,NSmoN r.. rf cRaDE N0. DATE DE
6" MIN. COYER ~ DYER SKIRT • 118RIC UNDER STONE -11I-ill~ll~ll~~ II II~II~II_ ~
ExTENO vnaE 6• Mlw. INro TRENCH HARDWARE CLOTH
REVISIONS AND ANCwoR SHIRT As REVISIONS REVISIONS DATE DESCRIPTION OIREC7E0 BY ENGINEER • CR[t_j SECTION DATE DESCRIPTION DATE DESCRIPTION STABLILZED .I ~ APE
12-5-00 SDE VIEW WIRE TRENCH r ~ ~n[~ STONL I ILTER INLET PROTECTION STABLE UNDISTURBED OUTLET
ISOMETRIC VIEW
STANDARD TEMI'~)RARY SILT FENCE 1 CONSTRUCTION I NTRANCE 7 PIPE INLET F E INLET PROTECTION I I_YWOOD AND STONE 12
II LEUEL FLOW SPREADER
SOURCE: NC EROSION AND SEDIMENT CONTROL PLANNING ANI ~ DESIGN MANUAL, 1998
* FOR REPAIR OF SILT
1~. 8' MA%. FENCE FAILURES, USE I ypR~,m~ aS DIRECTED BY THE ENGINEER Na 57 WASHED STONE.
FOR ANCHOR WHEN SILT 1@IES I' FENCE IS PROTECTING 1. CLA$S OR MEDIAN B!ZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH CF APRON Mi-IN-I B -
CATCH BASIN. TO BE DESIGNED dY 7HE ENGINEER. x STANDARD METAL POSTS 7-O" IN GROUND
MIN. 12-1 /2 GA. 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR INIERMEOIAIE RIPRAP APRON DESIGN STANDARDS. MIN. 10 GA. WRES f-
LINE WIRES - L 3. RIPRM SHOULD ExTENO UP BOTH SIDES OF THE APRON AND AROUND THE END I ~ E F RIC Of THE PIPE OR CULVERT Al THE DISCHARGE OLRLET AT A MA%1MUM SLOPE OF GALVINIZED HARDWARD WIRE
is TO EC D 2:1 ANO A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT EXTENDS TO TOP OF BOX
GRADE 4. THERE SHAll BE NO OVERFLOW FROM 7HE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRA°PD) 3 •I I SHALL BE UNDERCUT SO THAT THE INVERT OF 7HE APRON SHAl1 dE AT THE
SAME GRADE (FLUSH) WRH THE SURFACE OF 7HE RECEMNG CHANNEL. THE - APRON SHALL HAVE A CUTOFF OR TOE WAIT. Al THE DOWNSTREAM END. i' STEEL POST
WOVEN WIRE FABRIC 5. THE WIDTH OF THE END OF 7HE APRON SHALL BE EQUAL TO THE BOr10M WARNING SICCH WIDTH OF 7HE RECEMNG CHANNEL MA%IMU4 TAPER TO RECEMNG CHANNEL 5. i 8 .I
SILT FENCE GEOIE%RLE FABRIC 6. All SUDGRADE FOR STRUCTURE TO dE COMPACTED TO 952 DR GREATER. _ g
~ c 7. THE PLACING OF FlLL, EITHER LOOSE OR COMPACTED IN 7HE RECEIN,uG PLAN ~ n ; FlLL SLOPE j I~t~NT VIEW CHANNEL SHALL NDT BE ALLOWED. B - o,~ ° ~ ~
M ~ 8. NO BENDS OR CURVES IM THE HORIZOMAL ALIGNMENT OF THE AP80N WILL L ~ ~ BE PERMITTED. _ oa, 0
•GRADE (10• MIN.) ~i o 0
w NATURAL GRADE 0 6' MIN. covER TREE PROTECTION AREA - d~ ~ ~ PR ECT INFORMATION ~ ~ OJ
OVER SKIRT • M DO NOT ENTER - M 1 o 0 0 -
EXTEND PARE 6• MIN. INTO TRENCH ~ RIP RAP AND ANCHOR SKIRT AS ~I I~ DIRECTED BY ENCANEER • PROJECTMANAGER: RJB
SIDE VIEW rvorES_ WARNING SIGN DETAIL TO BE NADE OF DURABLE WEATHERPROOF NATERUL. ~
WARNING c~„c: 1E77ERS n oc J" HIGH MlNINUN, C161ftLY LEGIBLE AND SPACED AS DETAILED. SIGNS SN+~~ pE PPCED Ai 30' N4xIMUM INIERJALS. DRAWN BY. AJF d7 WASHED STONE PLACED TD A
NOS; PUCE A =~°v 9i EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THERFAfTER. 4• ~5 WASHED STONE FOR iREr rr;,vEC710N AREAS ff55 iIWJ 200• IN PERINFTER, PROwDE NO LESS THAN ONE SIGN PER PROlEC710N AREA. l/ LAYER OF FILTER FABRIC ;~~ICHT of tz"-Ia° MIN. ABOVE APPROVED BY: RJB ~P of Box
-USE SILT FENCE ONLY WHEN DRAINAGE AREA anaCH ;ECURELV 70 FENCE POSTS aND FAaRrC. REVISIONS r PIPE DAMETEk3 RE~~>IUNS DOES NOT EXCEED 1/4 ACRE AND NEVER IN NIJNTAJN ~r,,r PRDTECRON FENCE iHR000H0Ui DUWInDN of PROJECT. DATE DESCRIPTION SECTION B-B DATE DESCRIPTION DRAWING NAME: PHASE5-20040503
AREAS OF CONCENTRATED FLOW ADDTDONAI ~.n:NS MAY BE REQUIRED RY CFfY OF RALEIGH INSPECTIONS DEPAR1NENr RASED ON ACTUAL FIELD CONDRIONS. PUCE A 'n:v iT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
STANDARD TEMPORARY SIFT TREE PROTECTION FENCE 1 A RIPRAP APRON AT PIPE OUTLETS STANDARD C~ dDARD CATCH BASIN YARD INSET PROTECTION 14 PROJECT NAME
i
5 FT r MIN
L5 FT z' Mw 2' MW or~ coMPacTED
NOT S: 1800 CU Fl/ACRE p o 5 FT BAplfLL TARED pD BACKFlIt. TAMPED IN B° LAYERS
MAX ro 818 DYERS i. USE FOR DRAINAGE AREAS p _ j UN Sal _
NOT EXCEEDING 5 (FIVE) ACRES. Qp 1 STEEP CUT OR FPJ~ SLOPE I
2 EARTri BERM SHALL BE STABILIZED w~ SEEDING o - ACCORDING TO TRIANGLE SPECIFICATIONS. FILTER
CRCSS SECTION FABRIC - 2:1 SLOPE (Max) 3. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM. I PPE raitw
OVERFILL 6" - STABIUZE OIYER61ON DITCH PRE DESIGN FOR SETTLEMENT CROSS SECTION WTH 7EUPORARY sEEOINc PPE N0. 67 SroNE PPE CRAOE 1n aNE sent
SETTLED awD EROSION coN7RCL TOP 21 NErnwc MIN VFRIKxE FlElalf PPE
I ~lll I I~I~I~IbI
I I hl I °e~ I~ILILII~II~IK" CU1SS D 1.5 FT -gl ACS"~ 70 FT MIN I CiA~ D CIA4S C (FUT aoTTDM) (aRaNAar aEDaec)
p ~ 21 SIDE (FLAT BDTTDLI) -L I I g~~ o ~ I \ 5 fT I I `Y ~o trb~o~op god ° III SL OPE MAx
MAX RLL ~.ii $o~o oooq~°3o _p~ POSITIVE GRADE 1,0~ MAX. a1k31 goo~~o000 _ L'PSLOPE TOE _z
FILTER ~ g 1:1 SIDE SLOPE ~ _ _ '1=1) ~o ~ F MAX N FIM,~FAl, TAPPED FABRII' 4000 _ NATURAL W 8 LAYERS - - e~ctaxt, rAMPm
3 FT GROUND SIDE SLOPES ~ _ - IN B• LAYERS OWNER
MIN ~ 2 : 1 rdAx. ~ ) uNDlsnx~o / - -
MAINTENANCE ~ _ S02. :.<rr + CLASS 2000 CONC.
INSPECT TEMPORARY SEDIMENT TRAPS AFTEk EACH PERIOD OF SIGNIFlCANi RAINFALL REMOVE SEDIMENT AND RESTORE 1RAP 10 ]is 0.21GINAL _ ; iov; 4' ABOVE PPE r . PPE PPE SPRINGLII~ - PPE 1
DIMENSIONS WriEN THE SEDIMENT HAS aCCUMULATEO TO ONE-HALF 1HE DESIGN DEPTH OF 7HE TRAP. PLACE 7HE SEDIMENT THAI IS REMOVED 1N A DESIGNATED DISPOSAL AREA AND REPLACE 7HE CONTAMINATED PART OF THE GRAVEL FACING. STEEP CUT OR FILL SLOPE ~ ~ ST011E PPE GRADE I N0. B7 STONE
REVISIONS CHECH 1HE STRUCTURE FOR DAMAG4 FROM ER09DN OR PIPING. PFRIODICPTLY CHECK ME DEPTH OF 7HE SPILLWAY TO ENSURE Ir IS A MWIMUM REVISIONS DATE DESCRIPTION OF 1.5 FT BELOW ME LOW POINT IX ME ENBANNMENL IMMEDIATELY FILL ANY SEiTLEMENr OF THE EMBANKMENT TO SUGH7LY ABOVE DESIGN DATE DESCRIPTION
GRADE. ANY RIP RAP DISPUCED FROM fHC SPILLWAY MUST BE REPLACED IMMEDIATELY. STABILIZE 7HE EMBANKMENT AND ALL CISNRBED AREAS ABOVE 1HE SEDIMENT POOL AND DOWNSTREAM FROM 1HE TRAP IMMEDIATELY AFTER PLAN VIEW 8 CUISS 8 3• ~ 3• CiA43 ~
CONS7AUC710N VA1H SEEDING. (FBLS'F CUSS) (FIRST CLASS)
~r
GRAVEL & RIP RAP BASIN OUTLET 3A DIVERSION DITCH ~ I SEE STANDARD OETAL U-3, FOR 1RENCFI
OFPPE.~ POR 4ARKKIS TYPES
STANDARD STANDARD BEDDING DETAILS FOR V.C. AND R.C. PIPES . B X 72 P.0 0 8
Y.. o~~ ~TF~ crm.) O~
~~ry Fti EARTH BERM r~ I~ HOLLY SPRINGS
s'MYHO w SLEDI' NORTH CAROLINA 27540 SEEDING SCHEDULE
~VIWC 2~3 W TYPICAL RIP RAP CHANNEL (RENT`. (REVISED: 1-1-86)
SEEDBED PREPARATION SHEET NAME
d e W SHOULDERS, SIDE 4' to 12" DAT SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
78 - E TYPE 5" ~i~I~~ ~ Aug 15- Nov 1 Tall Fescue TYPE PLANTING RATE Chisel compacted areas and spread topsail 3 inches deep over >v 1 Tall Fescue 300 fbs.~acre adverse soil conditions, if available.
~I FILTER FABRIC OR Nov 1 -Mar 1 Tall Fescue GRAVEL BEDDING FILTER FABRIC OR ar 1 Tall Fescue and 300 Ibs.~acre Abruzzi Rye ?`ilbs.~acre 2~) Rlp the entire area to 6 inches deep.
°HOG WIRE ATTACHED E%TRA POST IN MIDDLE GRAVEL BEDDING At1rUZL R) OF OPENING PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN TRAPEZOIDAL Mar t -Apr 15 TaU Fescue To Posrs wm{ LENGTHS A r 15 -Jun 30 Hulled Comn D .r 15 TaU Fescue i00 Ibs.~acre 3.) Remove all loose rock, roots, and other obstructions leaving
DF wwE HoarzoNru METAL Posr sdDlMErrr Plr SHAPED BY BULLDOZER p wlam sECUREIV ro vER71CAt ~ } Jul 1 -Aug 15 Tali Fescue un 30 Hulled Common Bermudagrass IS Ibs.~acre surface reasonably smooth and uniform. ~ 15 Tali Fescue and 1:'0 Ibs.~acre 4.) Apply agricultural lime, fertilizer and superphosphate uniformly
Posr NOTE ***Browntop ***Browntop Millet or Ibs.~acre and mix with soil (see below*). ***Sorghum-Sudan Hybrids iii Ibs.~acre 5.) Continue tillage until awell-pulverized, frm, reasonable uniform
BAFFLE INSTALLATION -STEP 1 To BE usEO WHERE ExcESSIVE sraRMwarER ***sorgnum- raRP_/ VELOCITIES PROHIBIT VEGETATIVE LININGS. seedbed is prepared 4 to 6 inches deep.
W SIZE OF STONE MUST BE DETERMINED BY SLOPES SLOPES (3:1 TO 2:1) 6.) Seed an a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding.
~~s. - -.-I APPROPRIATE DESIGN PROCEDURE. DATE TYPE FABRIC cur alvD roLnfo FABwc FGLDEO I. DRrrE STEEL FENCE Posr Ar LEAST I6• INro #k?'^.,, DYER 7HE HoarzaNTaL DYER Hoarzorrtu d DIMENSIONS FOR d & W VARIES ACCORDING Mar 1 -Apr 15 Sericea Lesp TYPE _P_Ll,NTING RATE 7,) Mulch immediately after seeding and anchor mulch. ~RAW~NG SCALE r 15 Sericea Lespedeza (scarified) 50 Ibs.~ acre g,) Inspect all seeding areas and make necessary repairs or reseedings
SOLID GROUND •';y`k??;:*. FENCE POST POST TD DESIGN. and Tall f tit{Sti:>•w;:<; and Tall Fescue 12D Ibs.~acre within the planting season, if possible. if stand should be over
2. WOOD POSTS ARE NOT ACCEPTABLE Apr 15 -Jun 30 Sericea espE ?r4 <z:t~ HoRlzonrAL Posr 18" RIP RAP DEPTH AS PER DESIGN OR REFER TO and Weel PERSPECTIVE VIEW _ 3. usE STAPLES I' APART ra arracH FABRIC ••::;s,~~y#^y"4?N: FILTER FABRIC OR TABLE. Jun 1 Set 1 TaII Fescue I ~n 30 Sericea Lespedeza (scarified) 50 Ibs.~ acre 60% damage, reestablish following original lime, fertilizer and NAT TD SCALE and Weeping Lovegrass 10 Ibs.~acre seeding rates.
TO "HOC WIRE" FENCE ANO FABRIC 6" P .K.,;;•. I,,~y••• BURIED IN TRENCH ~ GRAVEL BEDDING P 4. BAFFLE SPACED PS PER APPROVED PUN. DfOWntO pt 1 TaII Fescue and 120 Ibs.~acre Browntop Millet 35 tbs.~acre 0~) Consult conservation inspector on maintenance treatment and
r'I:i~3•>.•^.;ry;r,;;;~• TOP DF BAFFLE swouLD DE s" Sept 1 -Mar 1 Sericea Les HIGHER IRAN THE eorroM of TABLE p \ :4x'a':;'":'o- •:<r,,,, and Tall Fes .':':}}4'`i• THE SPILLWAY ar 1 fertilization after permanent cover is established. Sericea Lespedeza (untwlled-unscarified) +0 ibs.~acre and Tall Fescue 120 Ibs.~acre gppLY: Agricultural Limestone - 2 tons acre (3 tons.acre in clay soils)
"~tR~'•~`''~"'ti~"'}''`'' V- HAP D WATER AY WITH STONE CENTER DRAIN w~•• S E W STONE CLASSIFICATION RIP RAP DEPTH (Nov t -Mar 1} Add Abruzzi ROITOM OF RAFFLE IN •`4$:4:;'•y);,'~~`~}~~+,;>:+ 6°x6° TRENCH, TRENCH aNO TRENCH .;:;ti;;;.~ BACKFILLED aNO 16' (SHAPED BY MOTOR GRADER) A 9~~ ar 1 } Add Abruzzi Rye 25 tbs.~acre Fertilizer - 7,000 Ibs~acre - 10-10-10
nufD wRH solL AND coMPACrED coMPACrEO B 18~~ Consult Conservation Enginee ;onservation Engineer or Soil Conservation Service for additional Superphosphate - 500 Ibs.~acre - 20% SATE
REVISIONS REVISIONS CLASS 1 24° information concerning other altern DATE DESCRIPTION SECTION AT OPENING DATE DESCRIPTION CLASS 2 24'~-36" above vegetotion rates are those v cerning other alternatives for vegetation of denuded areas. The Mulch - 2 tons acre -small grain straw n rates are those which do well under local conditions; other Anchor -Asphalt Emulsion ~ 300 gals.~acre
seeding rate combinations are pos: BAFFLE INSTALLATION -STEP 2 ***Temporary-ReBeed accord ~mbinations are possible. rary-Reseed according to optimum season for desired permanent
mporar I I I I ~ vege[ac on. vorwisenor allow fescue c may be not a ow temporary cover io grow over in negnt ue ore ise fescue may be shaded out.
GRAVEL & RIP RAP FILTER BASIN 3B RIP RAP LINED CHANNELS mowing, othe 10 SHEET NUMBER
D-2

CONSULTING
2805 Tobermory bane Raleigh, NC 27606
Phone No. [phone]
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REVISIONS
N0. DATE DESCRIPTION
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHA5E5~20040503
PROJECT NAME
OWNER
P.O. BOX 728
HOLLY SPRINGS
NORTH CAROLINA 27540
SHEET NAME
TAIL DE
DRAWING SCALE
NOT TO SCALE
DATE
5-3-04
SHEET NUMBER
D-3

CONSULTING 2805 Tobermory Lane
Raleigh, NC 27606
Phone No. [phone]
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REVISIONS
N0. DATE DESCRD?TION
PROJECT INFORMATION
PROJECT MANAGER: RJB
DRAWN BY: AJF
APPROVED BY: RJB
DRAWING NAME: PHASE5.20040503 I
PROJECT NAME
OWNER
P.O. BOX 728
HOLLY SPRINGS
NORTH CAROLINA 27540
SHEET NAME
ETAIL D
DRAWING SCALE
NOT TO SCALE
DATE
5-3-04
SNEEINUMdtN
I D-4