20051955 Ver 1_COMPLETE FILE_20051024

`O?OF w n ? F,9Q?
O 'C
ivncnum r. nasiey, vovemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 3, 2006
DWQ Project # 05-1955
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Bill Goodwin
Goodwin Heirs, LTD Partnerhip
1409 North Salem Street
Apex, NC 27502
Subject Property: Forest Springs Subdivision
Ut to Little Branch [030607,18-7-6-1-1, C]
WAIVER of 401 Water Quality Certification
Dear Mr. Goodwin
Your application for a 401 Water Quality Certification was received in the Central Office on October 24, 2005.
According to our rules [I 5A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification
is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement
for a 401 Water Quality Certification for your plans to permanently impact 0.2707 acres of wetland and
temporarily impact 0.0141 acres of wetland, and permanently impact 291.11 linear feet of stream and
temporarily impact 46.32 linear feet of stream for construction of the proposed Forest Springs Subdivision as
described in your application dated October 17, 2005.
However if additional impact occurs or your development plans change, this waiver is no longer valid and a 401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.
Additionally, please be advised that this waiver does not relieve you of your obligation to mitigate for the
permanent impacts of 291 linear feet to stream on-site. Mitigation must be provided for the proposed impacts
as specified in the table below. We understand that you wish to make a payment to the Wetlands Restoration
Fund administered by the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement.
This has been determined by the DWQ to be a suitable method to meet the mitigation. requirement. Until the
EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program Office), no
impacts specified in this Waiver shall occur. The EEP should be contacted at [phone] if you have any
questions concerning payment into a restoration fund. You have one month from the date of this approval to
make this payment. For accounting purposes, this Authorization Certificate authorizes payment into the
Wetlands Restoration Fund to meet the following compensatory mitigation requirement:
Compensatory Mitigation Required River and Sub-basin Number
Stream 291 (linear feet) Cape Fear/03030004
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

Goodwin Heirs LTD, Partnership
Page 2 of 2
January 3, 2006
Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions regarding this
waiver.
Sincerely, Y
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Shawn Guyer, Spaulding & Norris, P.A., 972 Trinity Road, Raleigh, NC 27607
Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Paul Rawls, DWQ, Archdale Building
051955ForestSpringsSD(Wake)Waiver 401
W A TF9O Michael F. Easley, Governor
William G. Ross Jr., Secretary
?O G North Carolina Departmei;i of Environment and Natural Resources
r
j ? Alan W. Klimek, P.E., Director
p .r Division of Water Quality
Coleen H. Sullins, Deputy Director
(? M S 1 x fl Division of Water Quality
January 3, 2006 GT
DWQ Project # 05-1955
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Bill Goodwin
Goodwin Heirs, LTD Partnerhip
1409 North Salem Street
Apex, NC 27502
Subject Property: Forest Springs Subdivision
Ut to Little Branch [030607,18-7-6-1-1, C]
WAIVER of 401 Water Quality Certification
Dear Mr. Goodwin
Your application for a 401 Water Quality Certification was received in the Central Office on October 24, 2005.
According to our rules [15A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification
is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement
for a 401 Water Quality Certification for your plans to permanently impact 0.2707 acres of wetland and
temporarily impact 0.0141 acres of wetland, and permanently impact 291.11 linear feet of stream and
temporarily impact 46.32 linear feet of stream for construction of the proposed Forest Springs Subdivision as
described in your application dated October 17, 2005.
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.
Additionally, please be advised that this waiver does not relieve you of your obligation to mitigate for the
permanent impacts of 291 linear feet to stream on-site. Mitigation must be provided for the proposed impacts
as specified in the table below. We understand that you wish to make a payment to the Wetlands Restoration
Fund administered by the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement.
This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until the
EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement Program Office), no
impacts specified in this Waiver shall occur. The EEP should be contacted at [phone] if you have any
questions concerning payment into a restoration fund. You have one month from the date of this approval to
make this payment. For accounting purposes, this Authorization Certificate authorizes payment into the
Wetlands Restoration Fund to meet the following compensatory mitigation requirement:
Compensatory Mitigation Required River and Sub-basin Number
Stream 291 (linear feet) Cape Fear/03030004
ME-M
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
Goodwin Heirs LTD, Partnership
Page 2 of 2
January 3, 2006
Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions regarding this
waiver.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Shawn Guyer, Spaulding & Norris, P.A., 972 Trinity Road, Raleigh, NC 27607
Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Paul Rawls, DWQ, Archdale Building
051955ForestSpringsSD(W ake) W aiver_401
C Complete items -"ra •??
item 4 if Restricted p and 3. Also co
C Print elivery is desiredplete
so nt Your name and address on the re
that We can return the card t verse
© Attach this card o you. or on th to the back of the mailpiece,
e front if space
Permits.
1• Article Addressed to:
Mr. Bill Goodwin
Goodwin Heirs LTD Partnership North Salem Street Apex,NC 27502
A Signature
X
B• Received by (panted Name
D. Is delivery address 'Ale-
If YES, enter delivery rent from Item 17 ? Yes
rY address below: ? No
Domestic Return Race,,-pt Agent
DWQ# d5=1955- 3• se ice TYPe
Wake C rtifed Mal ?
RegisteredPress Mail
? Insured ?1 Re Mail urn Receipt for Merck
2• Article Number 4. Restricted Delivery? (ern F
(Transfer from service label) ?0135 ee)
PS Form 3811, February 6 3000 ? Yes
2ooa 9954 8324

C. Date of Delivery
102595-02-M-1580
Civil Engineering & Planning
October 17, 2005
Ms. Jean Manuele
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
2 0 0 5 1 9 5 5
Ms. Cyndi Karoly
NC Division of Water Quality
Central Office
3 f' r_
2321 Crabtree ? ?va?'y
Suite 250
Raleigh, NC 27 8 -'r? q ZOG5
RE: Pre-Construction Notification Application for Forest Springs Subdivision
•'%UI:CH
Holly Springs, Wake County, North Carolina L11
USACE AID# 200520471 ,,ETLItD?. ?O, c: x;,1LRLtJJ
Dear Ms. Manuele and Ms. Karoly,
Please find attached, the completed Pre-Construction Notification Application packet for proposed
stream and wetland impacts associated with Forest Springs Subdivision, located in Holly Springs, Wake
County, North Carolina. The Wake County Tax PIN for this property is 0649-38-4133. The site covers
80.41 acres off of Old Holly Springs - Apex Road and is located in the Cape Fear River Basin. Included
with this application are detailed drawings depicting the proposed impacts as well as site layout, drainage,
and erosion control construction drawings for the subdivision.
Jurisdictional wetlands were delineated on the site and a concurrence meeting was held with Ms. Jennifer
Burdette of the US Army Corps of Engineers on October 11, 2004. Mr. Kevin Yates of the USACE issued
a Jurisdictional Determination on April 8, 2005. This is the first application for this site.
The proposed impacts associated with Forest Springs Subdivision are required to provide sufficient access
to the entire site and fulfill Town of Holly Springs requirements regarding interconnectivity. One stream
segment and several wetland areas were avoided completely. All stream crossings were located as closely
to perpendicular as possible in areas where the stream segments were relatively straight, preventing
multiple non-perpendicular impacts. Headwalls were used extensively at all crossings to minimize impacts
to streams and wetland areas outside of the street right-of-way. All culverts transporting streams were
designed to provide passage for aquatic biota and grading around stream crossings and wetland areas was
tightened to a two to one slope to minimize the crossing footprint.
The resulting proposed impact totals are:
IMPACT TOTALS
Permanent Wetland Impacts
Accumulated Area: 11791.56 sqft (0.2707 Acres)
Temporary Wetland Impacts
Accumulated Area: 613.43 sqft (0.0141 Acres)
Permanent Stream Impact: 291.11 if
Temporary Stream Impact: 46.32 If
The proposed stream impacts remaining after minimization and avoidance exceed the 150-foot threshold
set by the USACE and NC DWQ. We have approached the NC Ecosystem Enhancement Program's In-
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
Lieu-Fee Program requesting that they allow payment to provide mitigation for the proposed impacts. We
are waiting on their response and will forward their approval letter to the USACE and NC DWQ when it is
received.
Please do not hesitate to contact me if you have questions, comments or concerns about this application.
Thank you in advance for your time spent reviewing this permit application.
Sincerely,
Shawn F. Guyer, E.I.T
Environmental Engineering Assistant
,I
Office Use Only: Form Version March 05
2 0 0 5 1 9 5 5
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Co tal Management Area of
Environmental Concern (see the top of page 2 for further details), h rer ' ?t 17
H. Applicant Information ??? (ti ` 7_?G5
1. Owner/Applicant Information `T1 r ' r 4 ?-
Name:_ Goodwin Heirs LTD Partnership (Attn: Bill Goodwih '
Mailing Address: 1409 North Salem Street
Apex, North Carolina 27502
Telephone Number: 919.362.7950 Fax Number:
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: Shawn Guyer
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: [e-mail]
Page 5 of 15
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: Forest Springs Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0649-38-4133
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Forest Springs
Directions to site (include road numbers/mmes, landmarks, etc.): Traveling south on US-1,
take Exit 95, NC-55, towards Fuquay-Varina. Travel 4.3 miles. Turn right onto New Hill
Road, travel 0.4 miles and bear right onto Old Holly Springs New Hill Road. Travel -0.5
miles. Site is on east (right) side of road. High Voltage power lines cross the site, which is
across the road from a landfill.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.67115 °N 78.84995 °W
6. Property size (acres): 80.41
7. Name of nearest receiving body of water: _ UT to Little Branch (Stream Index #18-7-6-1-1;
Classification C)
8. River Basin: Cape Fear (Subbasin 03-06-07, USGS Catalog Number 03030004)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.ne.us/admin/maps/.)
Page 6 of 15
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site land use is currently comprised of mixed woodland.
A Carolina Power and Light Company Power Easement running the length of the site. The
portions of the easement where towers are located is maintained in a herbaceous state. The
Holly Springs BFI Landfill is located across the road from the site.
10. Describe the overall project in detail, including the type of equipment to be used: The
project entails the development of a residential subdivision and the associated infrastructure,
including: roads, water supply, and sanitary and storm sewers. Equipment used will include,
but is not limited to trackhoe excavators, bulldozers, rollers, asphalt pavers, and other
grading and road construction equipment.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
the necessary infrastructure to support a residential subdivision of townhomes and single
family homes.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A site concurrence meeting was held with Ms. Jennifer Burdette of the
USACE on October 11, 2004. A Jurisdictional Determination was issued by Mr. Kevin Yates of
the USACE on April 8, 2005.
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.
The owner does not anticipate any additional permit requests for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 7 of 15
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The impacts associated with the
proposed project are the result of subdivision street and utility installation.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
Impact Area #1 Road grading Forested No 0 0.0052
(permanent)
Impact Area #1 Road grading Forested No 0 0.0025
(temporary)
Impact Area #2 Grading Forested No 220 0.0062
(permanent)
Impact Area #3 Sanitary sewer Forested No 40 0.0064
(permanent)
Impact Area #4
(permanent) Sanitary sewer Forested No 400 0.0018
Impact Area #5 Sanitary sewer Forested No 330 0.0043
(permanent)
Impact Area #6
(permanent) Road grading Forested No 330 0.0089
Impact Area 07 Road grading Herbaceous No 0 0.0549
(permanent)
Impact Area #7 Road grading Herbaceous No 0 0.0078
(temporary)
Impact Area #8 Road grading Forested No 0 0.0003
(temporary)
Impact Area 49
(permanent) Road grading Forested No 0 0.0117
Impact Area #10 Road grading Forested No 60 0.0187
(permanent)
Impact Area #11 Road grading Forested No 0 0.0122
(permanent)
Impact Area #11 Road grading Forested No 0 0.0035
(temporary)
Impact Area #12 Lot grading Forested No 270 0.1405
(permanent)
Total Wetland Impact (acres) Permanent: 0.2707
Temporary: 0.0141
3. List the total acreage (estimated) of all existing wetlands on the property: 2.083 acres
Page 8 of 15
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact t
Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact Area #1
(permanent) UT to Little branch Road Grading Intermittent 1' 62.76 0.0014
Impact Area #1
(temporary) UT to Little branch Road Grading Intermittent 1' 13.43 0.0003
Impact Area #8
(permanent) UT to Little branch Road Grading Perennial 6' 97.89 0.0138
Impact Area 98
(temporary) UT to Little branch Road Grading Perennial 6' 10.91 0.0014
Impact Area 49
(permanent) UT to Little branch Road Grading Perennial 5' 76.69 0.0098
Impact Area #9
(temporary) UT to Little branch Road Grading Perennial 5' 10.69 0.0017
Impact Area #11
(permanent) UT to Little branch Road Grading Intermittent 1' 53.77 0.0012
Impact Area #11
(temporary) UT to Little branch Road Grading Intermittent it 11.29 0.0003
Total Stream Impact (by length and acreage) Permanent: 291.11 0.0262
Temporary: 46.32 0.0037
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number

indicate on ma Name of
Waterbody
(if applicable)

Type of Impact Type of Waterbody

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

Impact
acres
N/A N/A

Total Open Water Impact (acres) N/A
Page 9 of 15
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres) Permanent: 0.0262
Temporary: 0.0037
Wetland Impact (acres) Permanent: 0.2707
Temporary: 0.0141
Open Water Impact acres : N/A
Total Impact to Waters of the U.S. (acres) Permanent: 0.2969
Temporary: 0.0178
Total Stream Impact (linear feet) Permanent: 291.11
Temporary: 46.32
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 10 of 15
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.
The impacts associated with the development of Forest Springs Subdivision were
minimized to the maximum extent practicable. Remaining impacts were necessary to
provide sufficient access to the entire site and fulfill Town of Holly Springs requirements
regarding interconnectivity. One stream segment and several wetland areas were avoided
completely. All stream crossings were located as closely to perpendicular as possible in
areas where the stream segments were relatively straight, preventing multiple non-
perpendicular impacts. Headwalls were used extensively at all crossings to minimize
impacts to streams and wetland areas outside of the street right-of-way. All culverts
transporting streams were designed to provide passage for aquatic biota and grading
around stream crossings was tightened to a two to one slope to minimize the crossing
footprint.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hli2o.enr.state.nc.us/ncwetiands/strmgide. htnil.
Page 11 of 15
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.
Payment to the NC Ecosystem Enhancement Program In-Lieu-Fee Program has been
proposed to the NC EEP, we are awaiting approval.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 291.11
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
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
Page 12 of 15
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
within 15A NCAC 2B.0242 or.0244, or.0260.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Existing impervious surfaces on the site consist of several small sheds and the impervious
surfaces associated with the overhead power line towers that cross the site. Impervious
surfaces resulting from the construction of the subdivision will include: streets,
sidewalks, driveways, townhouses and single-family houses, and potentially patios/decks.
The impervious coverage in the multi-family section is 41.62%. The calculations of the
impervious coverage in the single-family section were calculated using an estimated
maximum impervious area of 2,800 square feet for each lot that includes the house,
driveway, and patio/deck. Using this value, the impervious coverage in the single-family
section is 26.78%. The overall total site impervious coverage (using the estimated
maximum single-family lot impervious area) is 29.81%. This is the estimated maximum
potential impervious coverage for the site. While the multi-family impervious coverage
is fixed, the single-family impervious coverage could be lower than the estimated
26.78%. There will most likely be multiple house products available for the single-
family section ranging in size, and therefore ranging in impervious area. Restrictions due
to lot size and placement, as well and future homeowners choice, may dictate the
Page 13 of 15
placement of many smaller house products on lots. These smaller homes would reduce
the overall site impervious area below the estimated numbers given.
XH. 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.
Wastewater generated on the site will be conveyed to the Town of Holly Springs'
sanitary sewer system and through it to the Town of Holly Springs Utley Creek
Wastewater Treatment Plant.
XM. 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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetIands. If no, please provide a short narrative description:
This project could potentially result in additional development, but on a very minor scale.
The project will fully develop all of the usable area on the site. The adjacent properties to
the north and south of the site, as well as to the east of the site all have access to main
road and utility routes. There is, however, one 16-acre parcel to the east of the site that is
essentially landlocked and does not have direct access to local infrastructure. This parcel
is owned by Carolina Light and Power, the owners of the property to the north of the
Forest Springs site, in addition to the power line easement that crosses Forest Springs.
The Town of Holly Springs requires that we provide a stub street to this parcel and in
doing so we are providing access and utilities to that property. Currently, there are no
plans to develop this parcel.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 14 of 15
/0/1-4 /zmc5
Applic;(nt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 15 of 15

t.rvu [,mein %'--- Manning .
A.C$N'`'AU 1110 MA9`rO rLZRM
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DF- F1 FM D! By Ct JPR- LANDO W, R
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Address: lytr9 ?!• Sac en Sr
P•0 •&ox 303
PCx 3 C a2
. • ?.;• ? •• Phone: q A t:Z-')q?0 '
PrOJCCt N=WDcsc6ption:. Forest Sorinrs /Residential f?ouelnp?evelonment
Date:
TIM Dcpartm m oftha Army
US Army Corp ofEngir)ccrs
Wilmington District
Po BOX 1890
Wilmington, NC 28402-1890
Attn: _ . Je mnifcT
to
Field vmce:?,?ffiQn F??ia om _
Rc: WctL•u>ds Rclatcd Consahirl.- & Permitting
To Whom It May Co=wn:
1. the ei== PTOperty owme. hereby &slW= and authorire SpauldwZ Norris, p.&,
to = on my behaifas my aput is the prQ=ia3 ofpctmlt applicatiou*, to tarnish upon
request, ituppkmergrslmf-nn-tioit iastwpoiafvpplicatlona,czc., from this day forward.
K "Xis the day orgel?-,
This notif'watioa suPM=dCS M? Previous Cpr=pondc= W=Mias thr a cnt fbe this
project.
CT
4 4' ?" Nt:rt,??cl. tc?rf Ners ,.
d u•, p?a,,. ,?g ?ac,l,?,tinl 4. ?rner. .
PRmr ownws Name PROYL'lt7'Y owsne 6 Stgtta "
CC: Mr. John Domey
NCDENR - Division u Writer Quality
401 W,-thuds Uak
1650 9411 Sa Cg4C4Mcr
Rulcigk, NC 27699-1650
Ilion= [phone] ? I= (919) 8547925 * 912 Ty;*'gy ROW 0 RAW&. Nord, C:an,G, q 27607
Forest Snrines - Multi-Familv Section - Imnervious Calculations
Impervious Areas:
Streets, Curb & Gutter 100,562.59 sgft 2.31 acres
Sidewalks 23,307.95 sgft 0.54 acres
Townhomes 123,200.00 sgft 2.83 acres
Townhome Driveways 50,000.00 sgft 1.15 acres
Total Impervious Area: 6.83 acres
Total Section Area: 16.41 acres
Total Impervious Cover Percentage: 41.62%
Forest Springs - Sinf!le-Family Section - Impervious Calculations
Infrastructure Impervious Areas:
Streets, Curb & Gutter 218,618.77 sgft 5.02 acres
.Sidewalks 80,242.88 sgft 1.84 acres
*Total Infrastructure Impervious Area:
6.86 acres
**Maximum estimated impervious area per Single-Family lot: 2,800 sgft
*Total Infrastructure Impervious Area: 6.86 acres
**Total Lot Impervious Area (160 lots) using estimated lot impervious area: 10.28 acres
Total Impervious Area using estimated lot impervious area: 17.14 acres
Total Section Area: 64.00 acres
Total Impervious Cover Percentage: 26.78%
* Not including impervious area from houses, patios, decks, driveways, and walkways
** Assuming 50'x50' building, 12'x15' driveway, 10'x10'patio/deck, and front walkway
Forest Springs -Impervious Summary
Multi-Family Section Impervious Area:
Multi-Family Section Impervious Cover Percentage:
Single-Family Section Impervious Area using estimated impervious area:
Single-Family Section Total Impervious Cover Percentage:
Total Site Impervious Area using estimated impervious area:
Total Site Total Impervious Cover Percentage:
6.83 acres
41.62%
17.14 acres
26.78%
23.97 acres .
29.81 %
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200520471 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Godwin Heirs LTD Partnership
Attn: Bill Godwin
Mailing Address: 1409 North Salem Street
Apex, North Carolina 27502
Authorized Agent: Spaulding & Norris, PA
Attn: Shawn Guyer
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Property / Proicet Area Description:
??,(Dpy
Telephone No.: [phone]
Telephone No.: [phone]
Size (acres): 81 Nearest Town: Holly Springs
USGS Quad: Apex Site Coordinates: 35.6672 ON -78.8538 °W
River Basin: Cape Fear HUC: 03030003
Nearest Waterway: Little Branch
Location (road name/number, intersection, etc.): The property is located on the east side of SR 1153,
approximately 1/2 mile north of the intersection of SR 1153 and SR 1152, near Holly Springs, Wake County,
North Carolina
Indicate Which of the Following Apply:
? Based on preliminary information, there may be waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine.the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process (Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the U.S., to include wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? We strongly suggest you have the waters of the U.S. on your property delineated. Due to the size of your
property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final,
any delineation must be verified by the Corps.
? The waters of the U.S., to include wetlands, on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
® The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately depicted
on the plat signed by the Corps Regulatory Official identified below on 04/08/2005. Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corps
Wetland Delineation Manuel and is part of a broad continuum of wetlands connected to Little Branch a
tributary of the Cape Fear River. This waterbody exhibits an ordinary high water marls as indicated by
changes in soil character and absence of terrestrial vegetation and is hydrologically connected to an
unnamed tributary to Little Branch, a tributary of the Cape Fear River.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If yos have any
questions regarding this determination and/or the Corps regulatory program, please contact Kevin Yates at
telephone [phone], ext 30.
Additional Remarks: h
Corps Regulatory Official
Date: 04108105 v Expiration Date: 04/03/2010
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2
NC)'I'IFI(':A'I It)N OF.;A1)MINIS'1'RA'I'IV1;APPI:A1; 01'1'1ONS AND PIZ0(1 SS 1N0
.IZL(11?I_?S'h1'OIZ:API'l Al,
Applicant: Godwin Heirs LTD Partnership File Number: 200520471 Date: 04/08/05
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
PROFFERED PERMIT Standard Permit or Letter of permission) B
_ PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SIC"PION l - rl he f6llowiug identif es your rights and options regarding an adriiinistr;itive aiipcal cif the afigvc
decision.. Additional. information inay be found at httli.-H iJw.usace.ariii?,.mil/inct/functi()lis/iw/cccwo%re or
,C'or?s re?til?ttionsat33•C.I'R`Part 331. ,
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SI'C;'IJON II 7-RL L1.FS`I' 1-,'M APPEAL of (J EIC TIONS TO AN LNI`I'IAII PIZUI,J,I 1ZED Pr1Ml7'
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited .to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POiN'l' Oh C'.ON"FAC`I'T'OR.Ot1ES'FIONS COR-INFOIWA'FfON:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also'contact:
Kevin Yates Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner. County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? SYes []No Community ID:
Is the site significantly disturbed (Atypical situation'? ?Yes ONo ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
r
If needed, ex lain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Planted clover & grass HR FACU 9.
2.
10.
3. 11.
4. 12.
5.
13.
6. 14.
7.
15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 0%
Remarks: Hydrophytic vegetation not present.
HYDROLOGY
?
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
? Stream, Lake, or Tide Gauge Primary Indicators:
? Aerial Photographs ? Inundated
? Other ? Saturated in Upper 12 Inches
® No Recorded Data Available ? Water Marks
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: NIA (in.) ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: NIA (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: N/A (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology not present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-3 A 2.5Y 4/4 - - Clay loam
3-12+ B 10YR 6/6 - - Sandy loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ?Yes ®No (Check)
Wetland Hydrology Present? ?Yes ®No
Hydric Soils Present? ?Yes ONo
RemarksData collected near flag 1-44.
(Check)
this Sampling Point Within a Wetland? ?Yes ®No
Approved by HQUSACE 3/92
Forms version 1/02
DATA FORF0
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner: County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? ®Yes ?No Community ID:
Is the site significantly disturbed (Atypical Situation)? ?Yes ®No ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Quercus a/ba TR FACU 9. Juncus sop. HR FACW-OBL
2. Acerrubrum TR FAC 10.
3.
Morella cerifera SS FAC+ 11.
4. Alnus serrulata Ss FACW+ 12.
5. Quercus a/ba SS FACU 13.
6. Acerrubrum SS FAC 14.
7. Woodwardia areolata HR OBL 15.
8. Woodwardia vi inica HR OBL 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 80%
Remarks: Hydrophytic vegetation present.
I
'I
HYDROLOGY
? Recorded Data (Describe in Remarks drolo
Indi
r
iland H
t
W
):
? Stream, Lake, or Tide Gauge e
Prima y
gy
ca
o
s:
ry Indicators:
? Aerial Photographs ? Inundated
? Other ® Saturated in Upper 12 Inches
® No Record
d D
t
A
il
bl ? W
t
M
k
e
a
a
va
a
e a
er
ar
s
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: N/A (in.) ® Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: N/A (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: 0.0 (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-5 A 2.5Y 5/2 - - Clay loam
5-14+ B 2.5Y 6/2 10YR 6/6 40% Loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ®Yes ?No (Check) (Check)
Wetland Hydrology Present? ®Yes ?No
Hydric Soils Present? ®Yes ?No Is this Sampling Point Within a Wetland? ®Yes ?No
RemarksData collected near flag G-34.
I
Approved by HQUSACE 3/92
Forms version 1102
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner: County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? SYes []No Community ID:
Is the site significantly disturbed (Atypical Situation)? ?Yes ®No ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
If needed, ex lain on reverse.) r
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1'
Quercus alba SS FACU 9.
2.
Quercus alba TR FACU 10.
3. Acerrubrum SS FAC 11.
4. Acerrubrum TR FAC 12.
5.
13.
6.
14.
7.
15.
8.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 50%
Remarks: Hydrophytic vegetation not present.
I
I
HYDROLOGY
R
ecorded Data (Describe in Remarks): Wetland Hydrology Indicators:
? Stream, Lake, or Tide Gauge Prima ry Indicators:
? Aerial Photographs ? Inundated
? Other ? Saturated in Upper 12 Inches
® No Recorded Data Av
il
bl ? W
t
M
k
a
a
e a
er
ar
s
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: N/A (in.) ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: N/A (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: N/A (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology not present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-3 A 2.5Y 4/4 - - Loam
3-14+ B 7.5YR 5/6 - - Clay
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ?Yes EINo (Check) (Check)
Wetland Hydrology Present? ?Yes ®No
Hydric Soils Present? ?Yes ®No Is this Sampling Point Within a Wetland? ?Yes ®No
RemarksData collected near flag G-34.
Approved by HQUSACE 3/92
Forms version 1/02
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner: County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? OYes []No Community ID:
Is the site significantly disturbed (Atypical Situation)? ?Yes ONo ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
r I
If needed, ex lain on reverse.)
VFGFTATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.
Acer rubrum SS FAC 9.
2.
Alnus serrulata SS FACW+ 10.
3.
Pinus taeda SS FAC 11.
4. Arundinaria giagantea HR FACW 12.
5.
Juncus spp. HR FACW-OBL 13.
6.
Rumex crispus HR FAC 14.
7.
15.
8.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 100%
Remarks: Hydrophytic vegetation present.
HYDROLOGY
? Recorded Data (Describe in Remark
: etland H
drolo
Indicators:
s) y
gy
? Stream, Lake, or Tide Gauge Primary Indicators:
? Aerial Photographs ? Inundated
? Other ® Saturated in Upper 12 Inches
® N
R
d
d D
t
A
il
bl ? W
t
M
k
o
ecor
e
a
a
va
a
e a
er
ar
s
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: N/A (in.) ® Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: N/A (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: 0.0 (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-7 Ap 2.5Y 4/3 - - Clay loam
7-9 A 2.5Y 4/2 7.5YR 4/4 35% Clay loam
9-15+ B 2.5Y 6/1 2.5Y 6/6 25% Clay loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ®Yes ?No (Check) (Check)
Wetland Hydrology Present? ®Yes ?No
Hydric Soils Present? ®Yes ?No Is this Sampling Point Within a Wetland? ®Yes ?No
RemarksData collected near flag 1-44.
Approved by HQUSACE 3/92
Forms version 1/02
2005 955
972 Trinity Road
Raleigh, North Carolina 27607
Transmittal
Date: lo.18.2005
vG & NORRIS, P.A.
Design Consultants[ V? n
-
,l m) l
TEL [phone]
FAX [phone]

Job. No: 517-04
USACE AID# 200520471
To: NC Division of Water Oualitv. Central Office
221 Crabtree Boulevard
Raleigh, NC 27604-2260
Attn: Ms. Cyndi Karoly
Re: PCN Application for Forest Springs Subdivision, Holly Springs, NC (Wake County)
Sending:
® Attached ? Under separate cover
via
the following
items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
10.17.2005 Completed PCN Application Package
1 Permit A lication Fee
I 1o.1 H.2oo6 EEP Au-i!PrA?e-5- (J,"Ttz?e,

Transmitted for:-
® Your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
? Review and comment ? Returned for ? Return ? Corrected prints
Remarks Ms. Karoly - Please find attached 7 copies of the completed PCN Application for
Forest Springs Subdivision, Holly Springs, NC.
Please feel free to contact me if you have any questions. Thank you.
--C_
Copt/ to: r.
Shawn Guyer
Ecosystem
PROGRAM
October 14, 2005
Shawn Guyer
Spaulding & Norris, PA
972 Trinity Road
Raleigh, NC 27607
Project: Forest Springs County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0 0 0 0 0 292 0 0
03030004
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
'ncerely,
iam D. Gilmore PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
Rutorl ag... F ... -Prot"'
ro tEGt ' OGLE' State,
NCDEHR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Civil Engineering & Planning
October 17, 2005
Ms. Jean Manuele
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
2 0 0 5 1 9 5 5
Ms. Cyndi Karoly
NC Division of Water Quality
Central Office
3 f' r_
2321 Crabtree ? ?va?'y
Suite 250
Raleigh, NC 27 8 -'r? q ZOG5
RE: Pre-Construction Notification Application for Forest Springs Subdivision
•'%UI:CH
Holly Springs, Wake County, North Carolina L11
USACE AID# 200520471 ,,ETLItD?. ?O, c: x;,1LRLtJJ
Dear Ms. Manuele and Ms. Karoly,
Please find attached, the completed Pre-Construction Notification Application packet for proposed
stream and wetland impacts associated with Forest Springs Subdivision, located in Holly Springs, Wake
County, North Carolina. The Wake County Tax PIN for this property is 0649-38-4133. The site covers
80.41 acres off of Old Holly Springs - Apex Road and is located in the Cape Fear River Basin. Included
with this application are detailed drawings depicting the proposed impacts as well as site layout, drainage,
and erosion control construction drawings for the subdivision.
Jurisdictional wetlands were delineated on the site and a concurrence meeting was held with Ms. Jennifer
Burdette of the US Army Corps of Engineers on October 11, 2004. Mr. Kevin Yates of the USACE issued
a Jurisdictional Determination on April 8, 2005. This is the first application for this site.
The proposed impacts associated with Forest Springs Subdivision are required to provide sufficient access
to the entire site and fulfill Town of Holly Springs requirements regarding interconnectivity. One stream
segment and several wetland areas were avoided completely. All stream crossings were located as closely
to perpendicular as possible in areas where the stream segments were relatively straight, preventing
multiple non-perpendicular impacts. Headwalls were used extensively at all crossings to minimize impacts
to streams and wetland areas outside of the street right-of-way. All culverts transporting streams were
designed to provide passage for aquatic biota and grading around stream crossings and wetland areas was
tightened to a two to one slope to minimize the crossing footprint.
The resulting proposed impact totals are:
IMPACT TOTALS
Permanent Wetland Impacts
Accumulated Area: 11791.56 sqft (0.2707 Acres)
Temporary Wetland Impacts
Accumulated Area: 613.43 sqft (0.0141 Acres)
Permanent Stream Impact: 291.11 if
Temporary Stream Impact: 46.32 If
The proposed stream impacts remaining after minimization and avoidance exceed the 150-foot threshold
set by the USACE and NC DWQ. We have approached the NC Ecosystem Enhancement Program's In-
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
Lieu-Fee Program requesting that they allow payment to provide mitigation for the proposed impacts. We
are waiting on their response and will forward their approval letter to the USACE and NC DWQ when it is
received.
Please do not hesitate to contact me if you have questions, comments or concerns about this application.
Thank you in advance for your time spent reviewing this permit application.
Sincerely,
Shawn F. Guyer, E.I.T
Environmental Engineering Assistant
,I
Office Use Only: Form Version March 05
2 0 0 5 1 9 5 5
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Co tal Management Area of
Environmental Concern (see the top of page 2 for further details), h rer ' ?t 17
H. Applicant Information ??? (ti ` 7_?G5
1. Owner/Applicant Information `T1 r ' r 4 ?-
Name:_ Goodwin Heirs LTD Partnership (Attn: Bill Goodwih '
Mailing Address: 1409 North Salem Street
Apex, North Carolina 27502
Telephone Number: 919.362.7950 Fax Number:
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: Shawn Guyer
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: [e-mail]
Page 5 of 15
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: Forest Springs Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0649-38-4133
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Forest Springs
Directions to site (include road numbers/mmes, landmarks, etc.): Traveling south on US-1,
take Exit 95, NC-55, towards Fuquay-Varina. Travel 4.3 miles. Turn right onto New Hill
Road, travel 0.4 miles and bear right onto Old Holly Springs New Hill Road. Travel -0.5
miles. Site is on east (right) side of road. High Voltage power lines cross the site, which is
across the road from a landfill.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.67115 °N 78.84995 °W
6. Property size (acres): 80.41
7. Name of nearest receiving body of water: _ UT to Little Branch (Stream Index #18-7-6-1-1;
Classification C)
8. River Basin: Cape Fear (Subbasin 03-06-07, USGS Catalog Number 03030004)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.ne.us/admin/maps/.)
Page 6 of 15
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site land use is currently comprised of mixed woodland.
A Carolina Power and Light Company Power Easement running the length of the site. The
portions of the easement where towers are located is maintained in a herbaceous state. The
Holly Springs BFI Landfill is located across the road from the site.
10. Describe the overall project in detail, including the type of equipment to be used: The
project entails the development of a residential subdivision and the associated infrastructure,
including: roads, water supply, and sanitary and storm sewers. Equipment used will include,
but is not limited to trackhoe excavators, bulldozers, rollers, asphalt pavers, and other
grading and road construction equipment.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
the necessary infrastructure to support a residential subdivision of townhomes and single
family homes.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A site concurrence meeting was held with Ms. Jennifer Burdette of the
USACE on October 11, 2004. A Jurisdictional Determination was issued by Mr. Kevin Yates of
the USACE on April 8, 2005.
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.
The owner does not anticipate any additional permit requests for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 7 of 15
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The impacts associated with the
proposed project are the result of subdivision street and utility installation.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
Impact Area #1 Road grading Forested No 0 0.0052
(permanent)
Impact Area #1 Road grading Forested No 0 0.0025
(temporary)
Impact Area #2 Grading Forested No 220 0.0062
(permanent)
Impact Area #3 Sanitary sewer Forested No 40 0.0064
(permanent)
Impact Area #4
(permanent) Sanitary sewer Forested No 400 0.0018
Impact Area #5 Sanitary sewer Forested No 330 0.0043
(permanent)
Impact Area #6
(permanent) Road grading Forested No 330 0.0089
Impact Area 07 Road grading Herbaceous No 0 0.0549
(permanent)
Impact Area #7 Road grading Herbaceous No 0 0.0078
(temporary)
Impact Area #8 Road grading Forested No 0 0.0003
(temporary)
Impact Area 49
(permanent) Road grading Forested No 0 0.0117
Impact Area #10 Road grading Forested No 60 0.0187
(permanent)
Impact Area #11 Road grading Forested No 0 0.0122
(permanent)
Impact Area #11 Road grading Forested No 0 0.0035
(temporary)
Impact Area #12 Lot grading Forested No 270 0.1405
(permanent)
Total Wetland Impact (acres) Permanent: 0.2707
Temporary: 0.0141
3. List the total acreage (estimated) of all existing wetlands on the property: 2.083 acres
Page 8 of 15
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact t
Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact Area #1
(permanent) UT to Little branch Road Grading Intermittent 1' 62.76 0.0014
Impact Area #1
(temporary) UT to Little branch Road Grading Intermittent 1' 13.43 0.0003
Impact Area #8
(permanent) UT to Little branch Road Grading Perennial 6' 97.89 0.0138
Impact Area 98
(temporary) UT to Little branch Road Grading Perennial 6' 10.91 0.0014
Impact Area 49
(permanent) UT to Little branch Road Grading Perennial 5' 76.69 0.0098
Impact Area #9
(temporary) UT to Little branch Road Grading Perennial 5' 10.69 0.0017
Impact Area #11
(permanent) UT to Little branch Road Grading Intermittent 1' 53.77 0.0012
Impact Area #11
(temporary) UT to Little branch Road Grading Intermittent it 11.29 0.0003
Total Stream Impact (by length and acreage) Permanent: 291.11 0.0262
Temporary: 46.32 0.0037
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number

indicate on ma Name of
Waterbody
(if applicable)

Type of Impact Type of Waterbody

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

Impact
acres
N/A N/A

Total Open Water Impact (acres) N/A
Page 9 of 15
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres) Permanent: 0.0262
Temporary: 0.0037
Wetland Impact (acres) Permanent: 0.2707
Temporary: 0.0141
Open Water Impact acres : N/A
Total Impact to Waters of the U.S. (acres) Permanent: 0.2969
Temporary: 0.0178
Total Stream Impact (linear feet) Permanent: 291.11
Temporary: 46.32
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 10 of 15
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.
The impacts associated with the development of Forest Springs Subdivision were
minimized to the maximum extent practicable. Remaining impacts were necessary to
provide sufficient access to the entire site and fulfill Town of Holly Springs requirements
regarding interconnectivity. One stream segment and several wetland areas were avoided
completely. All stream crossings were located as closely to perpendicular as possible in
areas where the stream segments were relatively straight, preventing multiple non-
perpendicular impacts. Headwalls were used extensively at all crossings to minimize
impacts to streams and wetland areas outside of the street right-of-way. All culverts
transporting streams were designed to provide passage for aquatic biota and grading
around stream crossings was tightened to a two to one slope to minimize the crossing
footprint.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hli2o.enr.state.nc.us/ncwetiands/strmgide. htnil.
Page 11 of 15
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.
Payment to the NC Ecosystem Enhancement Program In-Lieu-Fee Program has been
proposed to the NC EEP, we are awaiting approval.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 291.11
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
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
Page 12 of 15
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
within 15A NCAC 2B.0242 or.0244, or.0260.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Existing impervious surfaces on the site consist of several small sheds and the impervious
surfaces associated with the overhead power line towers that cross the site. Impervious
surfaces resulting from the construction of the subdivision will include: streets,
sidewalks, driveways, townhouses and single-family houses, and potentially patios/decks.
The impervious coverage in the multi-family section is 41.62%. The calculations of the
impervious coverage in the single-family section were calculated using an estimated
maximum impervious area of 2,800 square feet for each lot that includes the house,
driveway, and patio/deck. Using this value, the impervious coverage in the single-family
section is 26.78%. The overall total site impervious coverage (using the estimated
maximum single-family lot impervious area) is 29.81%. This is the estimated maximum
potential impervious coverage for the site. While the multi-family impervious coverage
is fixed, the single-family impervious coverage could be lower than the estimated
26.78%. There will most likely be multiple house products available for the single-
family section ranging in size, and therefore ranging in impervious area. Restrictions due
to lot size and placement, as well and future homeowners choice, may dictate the
Page 13 of 15
placement of many smaller house products on lots. These smaller homes would reduce
the overall site impervious area below the estimated numbers given.
XH. 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.
Wastewater generated on the site will be conveyed to the Town of Holly Springs'
sanitary sewer system and through it to the Town of Holly Springs Utley Creek
Wastewater Treatment Plant.
XM. 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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetIands. If no, please provide a short narrative description:
This project could potentially result in additional development, but on a very minor scale.
The project will fully develop all of the usable area on the site. The adjacent properties to
the north and south of the site, as well as to the east of the site all have access to main
road and utility routes. There is, however, one 16-acre parcel to the east of the site that is
essentially landlocked and does not have direct access to local infrastructure. This parcel
is owned by Carolina Light and Power, the owners of the property to the north of the
Forest Springs site, in addition to the power line easement that crosses Forest Springs.
The Town of Holly Springs requires that we provide a stub street to this parcel and in
doing so we are providing access and utilities to that property. Currently, there are no
plans to develop this parcel.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 14 of 15
/0/1-4 /zmc5
Applic;(nt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 15 of 15

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Address: lytr9 ?!• Sac en Sr
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PCx 3 C a2
. • ?.;• ? •• Phone: q A t:Z-')q?0 '
PrOJCCt N=WDcsc6ption:. Forest Sorinrs /Residential f?ouelnp?evelonment
Date:
TIM Dcpartm m oftha Army
US Army Corp ofEngir)ccrs
Wilmington District
Po BOX 1890
Wilmington, NC 28402-1890
Attn: _ . Je mnifcT
to
Field vmce:?,?ffiQn F??ia om _
Rc: WctL•u>ds Rclatcd Consahirl.- & Permitting
To Whom It May Co=wn:
1. the ei== PTOperty owme. hereby &slW= and authorire SpauldwZ Norris, p.&,
to = on my behaifas my aput is the prQ=ia3 ofpctmlt applicatiou*, to tarnish upon
request, ituppkmergrslmf-nn-tioit iastwpoiafvpplicatlona,czc., from this day forward.
K "Xis the day orgel?-,
This notif'watioa suPM=dCS M? Previous Cpr=pondc= W=Mias thr a cnt fbe this
project.
CT
4 4' ?" Nt:rt,??cl. tc?rf Ners ,.
d u•, p?a,,. ,?g ?ac,l,?,tinl 4. ?rner. .
PRmr ownws Name PROYL'lt7'Y owsne 6 Stgtta "
CC: Mr. John Domey
NCDENR - Division u Writer Quality
401 W,-thuds Uak
1650 9411 Sa Cg4C4Mcr
Rulcigk, NC 27699-1650
Ilion= [phone] ? I= (919) 8547925 * 912 Ty;*'gy ROW 0 RAW&. Nord, C:an,G, q 27607
Forest Snrines - Multi-Familv Section - Imnervious Calculations
Impervious Areas:
Streets, Curb & Gutter 100,562.59 sgft 2.31 acres
Sidewalks 23,307.95 sgft 0.54 acres
Townhomes 123,200.00 sgft 2.83 acres
Townhome Driveways 50,000.00 sgft 1.15 acres
Total Impervious Area: 6.83 acres
Total Section Area: 16.41 acres
Total Impervious Cover Percentage: 41.62%
Forest Springs - Sinf!le-Family Section - Impervious Calculations
Infrastructure Impervious Areas:
Streets, Curb & Gutter 218,618.77 sgft 5.02 acres
.Sidewalks 80,242.88 sgft 1.84 acres
*Total Infrastructure Impervious Area:
6.86 acres
**Maximum estimated impervious area per Single-Family lot: 2,800 sgft
*Total Infrastructure Impervious Area: 6.86 acres
**Total Lot Impervious Area (160 lots) using estimated lot impervious area: 10.28 acres
Total Impervious Area using estimated lot impervious area: 17.14 acres
Total Section Area: 64.00 acres
Total Impervious Cover Percentage: 26.78%
* Not including impervious area from houses, patios, decks, driveways, and walkways
** Assuming 50'x50' building, 12'x15' driveway, 10'x10'patio/deck, and front walkway
Forest Springs -Impervious Summary
Multi-Family Section Impervious Area:
Multi-Family Section Impervious Cover Percentage:
Single-Family Section Impervious Area using estimated impervious area:
Single-Family Section Total Impervious Cover Percentage:
Total Site Impervious Area using estimated impervious area:
Total Site Total Impervious Cover Percentage:
6.83 acres
41.62%
17.14 acres
26.78%
23.97 acres .
29.81 %
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200520471 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Godwin Heirs LTD Partnership
Attn: Bill Godwin
Mailing Address: 1409 North Salem Street
Apex, North Carolina 27502
Authorized Agent: Spaulding & Norris, PA
Attn: Shawn Guyer
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Property / Proicet Area Description:
??,(Dpy
Telephone No.: [phone]
Telephone No.: [phone]
Size (acres): 81 Nearest Town: Holly Springs
USGS Quad: Apex Site Coordinates: 35.6672 ON -78.8538 °W
River Basin: Cape Fear HUC: 03030003
Nearest Waterway: Little Branch
Location (road name/number, intersection, etc.): The property is located on the east side of SR 1153,
approximately 1/2 mile north of the intersection of SR 1153 and SR 1152, near Holly Springs, Wake County,
North Carolina
Indicate Which of the Following Apply:
? Based on preliminary information, there may be waters of the U.S., to include wetlands, on the above described
property. We strongly suggest you have this property inspected to determine.the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process (Reference 33 CFR Part 331).
? There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the U.S., to include wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? We strongly suggest you have the waters of the U.S. on your property delineated. Due to the size of your
property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final,
any delineation must be verified by the Corps.
? The waters of the U.S., to include wetlands, on your property have been delineated and the delineation has
been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this
survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate
depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.
Page 1 of 2
® The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately depicted
on the plat signed by the Corps Regulatory Official identified below on 04/08/2005. Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Basis of Jurisdictional Determination: This site exhibits wetland criteria as described in the 1987 Corps
Wetland Delineation Manuel and is part of a broad continuum of wetlands connected to Little Branch a
tributary of the Cape Fear River. This waterbody exhibits an ordinary high water marls as indicated by
changes in soil character and absence of terrestrial vegetation and is hydrologically connected to an
unnamed tributary to Little Branch, a tributary of the Cape Fear River.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If yos have any
questions regarding this determination and/or the Corps regulatory program, please contact Kevin Yates at
telephone [phone], ext 30.
Additional Remarks: h
Corps Regulatory Official
Date: 04108105 v Expiration Date: 04/03/2010
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form(s) must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form
Page 2 of 2
NC)'I'IFI(':A'I It)N OF.;A1)MINIS'1'RA'I'IV1;APPI:A1; 01'1'1ONS AND PIZ0(1 SS 1N0
.IZL(11?I_?S'h1'OIZ:API'l Al,
Applicant: Godwin Heirs LTD Partnership File Number: 200520471 Date: 04/08/05
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
PROFFERED PERMIT Standard Permit or Letter of permission) B
_ PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SIC"PION l - rl he f6llowiug identif es your rights and options regarding an adriiinistr;itive aiipcal cif the afigvc
decision.. Additional. information inay be found at httli.-H iJw.usace.ariii?,.mil/inct/functi()lis/iw/cccwo%re or
,C'or?s re?til?ttionsat33•C.I'R`Part 331. ,
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SI'C;'IJON II 7-RL L1.FS`I' 1-,'M APPEAL of (J EIC TIONS TO AN LNI`I'IAII PIZUI,J,I 1ZED Pr1Ml7'
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited .to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POiN'l' Oh C'.ON"FAC`I'T'OR.Ot1ES'FIONS COR-INFOIWA'FfON:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also'contact:
Kevin Yates Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner. County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? SYes []No Community ID:
Is the site significantly disturbed (Atypical situation'? ?Yes ONo ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
r
If needed, ex lain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Planted clover & grass HR FACU 9.
2.
10.
3. 11.
4. 12.
5.
13.
6. 14.
7.
15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 0%
Remarks: Hydrophytic vegetation not present.
HYDROLOGY
?
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
? Stream, Lake, or Tide Gauge Primary Indicators:
? Aerial Photographs ? Inundated
? Other ? Saturated in Upper 12 Inches
® No Recorded Data Available ? Water Marks
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: NIA (in.) ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: NIA (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: N/A (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology not present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-3 A 2.5Y 4/4 - - Clay loam
3-12+ B 10YR 6/6 - - Sandy loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ?Yes ®No (Check)
Wetland Hydrology Present? ?Yes ®No
Hydric Soils Present? ?Yes ONo
RemarksData collected near flag 1-44.
(Check)
this Sampling Point Within a Wetland? ?Yes ®No
Approved by HQUSACE 3/92
Forms version 1/02
DATA FORF0
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner: County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? ®Yes ?No Community ID:
Is the site significantly disturbed (Atypical Situation)? ?Yes ®No ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Quercus a/ba TR FACU 9. Juncus sop. HR FACW-OBL
2. Acerrubrum TR FAC 10.
3.
Morella cerifera SS FAC+ 11.
4. Alnus serrulata Ss FACW+ 12.
5. Quercus a/ba SS FACU 13.
6. Acerrubrum SS FAC 14.
7. Woodwardia areolata HR OBL 15.
8. Woodwardia vi inica HR OBL 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 80%
Remarks: Hydrophytic vegetation present.
I
'I
HYDROLOGY
? Recorded Data (Describe in Remarks drolo
Indi
r
iland H
t
W
):
? Stream, Lake, or Tide Gauge e
Prima y
gy
ca
o
s:
ry Indicators:
? Aerial Photographs ? Inundated
? Other ® Saturated in Upper 12 Inches
® No Record
d D
t
A
il
bl ? W
t
M
k
e
a
a
va
a
e a
er
ar
s
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: N/A (in.) ® Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: N/A (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: 0.0 (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-5 A 2.5Y 5/2 - - Clay loam
5-14+ B 2.5Y 6/2 10YR 6/6 40% Loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ®Yes ?No (Check) (Check)
Wetland Hydrology Present? ®Yes ?No
Hydric Soils Present? ®Yes ?No Is this Sampling Point Within a Wetland? ®Yes ?No
RemarksData collected near flag G-34.
I
Approved by HQUSACE 3/92
Forms version 1102
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner: County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? SYes []No Community ID:
Is the site significantly disturbed (Atypical Situation)? ?Yes ®No ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
If needed, ex lain on reverse.) r
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1'
Quercus alba SS FACU 9.
2.
Quercus alba TR FACU 10.
3. Acerrubrum SS FAC 11.
4. Acerrubrum TR FAC 12.
5.
13.
6.
14.
7.
15.
8.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 50%
Remarks: Hydrophytic vegetation not present.
I
I
HYDROLOGY
R
ecorded Data (Describe in Remarks): Wetland Hydrology Indicators:
? Stream, Lake, or Tide Gauge Prima ry Indicators:
? Aerial Photographs ? Inundated
? Other ? Saturated in Upper 12 Inches
® No Recorded Data Av
il
bl ? W
t
M
k
a
a
e a
er
ar
s
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: N/A (in.) ? Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: N/A (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: N/A (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology not present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-3 A 2.5Y 4/4 - - Loam
3-14+ B 7.5YR 5/6 - - Clay
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
? Reducing Conditions ? Listed on National Hydric Soils List
? Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils not present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ?Yes EINo (Check) (Check)
Wetland Hydrology Present? ?Yes ®No
Hydric Soils Present? ?Yes ®No Is this Sampling Point Within a Wetland? ?Yes ®No
RemarksData collected near flag G-34.
Approved by HQUSACE 3/92
Forms version 1/02
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Holly Springs Road Date: October 28, 2004
Applicant/Owner: County: Wake
Investigator: Shawn Guyer State: North Carolina
Do Normal Circumstances exist on the site? OYes []No Community ID:
Is the site significantly disturbed (Atypical Situation)? ?Yes ONo ransect ID:
Is the area a potential Problem Area? ?Yes ®No lot ID:
r I
If needed, ex lain on reverse.)
VFGFTATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.
Acer rubrum SS FAC 9.
2.
Alnus serrulata SS FACW+ 10.
3.
Pinus taeda SS FAC 11.
4. Arundinaria giagantea HR FACW 12.
5.
Juncus spp. HR FACW-OBL 13.
6.
Rumex crispus HR FAC 14.
7.
15.
8.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . 100%
Remarks: Hydrophytic vegetation present.
HYDROLOGY
? Recorded Data (Describe in Remark
: etland H
drolo
Indicators:
s) y
gy
? Stream, Lake, or Tide Gauge Primary Indicators:
? Aerial Photographs ? Inundated
? Other ® Saturated in Upper 12 Inches
® N
R
d
d D
t
A
il
bl ? W
t
M
k
o
ecor
e
a
a
va
a
e a
er
ar
s
? Drift Lines
? Sediment Deposits
Field Observations: ? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: N/A (in.) ® Oxidized Root Channels in Upper 12 Inches
? Water-Stained Leaves
Depth to Free Water in Pit: N/A (in.) ? Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: 0.0 (in.) ? Other (Explain in Remarks)
Remarks: Wetland hydrology present.
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No
Profile Descriptions:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc,
0-7 Ap 2.5Y 4/3 - - Clay loam
7-9 A 2.5Y 4/2 7.5YR 4/4 35% Clay loam
9-15+ B 2.5Y 6/1 2.5Y 6/6 25% Clay loam
Hydric Soil Indicators:
? Histosol ? Concretions
? Histic Epipedon ? High Organic Content in Surface Layer in Sandy Soils
? Sulfidic Odor ? Organic Streaking in Sandy Soils
? Aquic Moisture Regime ? Listed on Local Hydric Soils List
® Reducing Conditions ? Listed on National Hydric Soils List
® Gleyed or Low-Chroma Colors ? Other (Explain in Remarks)
Remarks: Hydric soils present.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ®Yes ?No (Check) (Check)
Wetland Hydrology Present? ®Yes ?No
Hydric Soils Present? ®Yes ?No Is this Sampling Point Within a Wetland? ®Yes ?No
RemarksData collected near flag 1-44.
Approved by HQUSACE 3/92
Forms version 1/02
2005 955
972 Trinity Road
Raleigh, North Carolina 27607
Transmittal
Date: lo.18.2005
vG & NORRIS, P.A.
Design Consultants[ V? n
-
,l m) l
TEL [phone]
FAX [phone]

Job. No: 517-04
USACE AID# 200520471
To: NC Division of Water Oualitv. Central Office
221 Crabtree Boulevard
Raleigh, NC 27604-2260
Attn: Ms. Cyndi Karoly
Re: PCN Application for Forest Springs Subdivision, Holly Springs, NC (Wake County)
Sending:
® Attached ? Under separate cover
via
the following
items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
10.17.2005 Completed PCN Application Package
1 Permit A lication Fee
I 1o.1 H.2oo6 EEP Au-i!PrA?e-5- (J,"Ttz?e,

Transmitted for:-
® Your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
? Review and comment ? Returned for ? Return ? Corrected prints
Remarks Ms. Karoly - Please find attached 7 copies of the completed PCN Application for
Forest Springs Subdivision, Holly Springs, NC.
Please feel free to contact me if you have any questions. Thank you.
--C_
Copt/ to: r.
Shawn Guyer
Ecosystem
PROGRAM
October 14, 2005
Shawn Guyer
Spaulding & Norris, PA
972 Trinity Road
Raleigh, NC 27607
Project: Forest Springs County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Cape Fear 0 0 0 0 0 292 0 0
03030004
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
'ncerely,
iam D. Gilmore PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
Rutorl ag... F ... -Prot"'
ro tEGt ' OGLE' State,
NCDEHR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
T . SH WG. - -272
- - - - - _ _ _ DATED FEBRUARY 1972 0
_ _
- - -
-
~ - z o
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- \ ~ - / 91 - o_ N 2 8 x O
\ L` _ \ \ ~ i i ~ ~ / ~
\ ~ 9 96 9 o ` g 9 9 f ~ I ~ ~ d. 26
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~ ~ °o x_ v, ~ 81 ~ ~ 51 90
~ ~
\ ~ ~ IMPACT AREA #1 \
/ ~ ~ / ~ ~
PERMANENT WETLAND IMPACTS cumulated Area: 225.24 SOFT (0.0052 Acrros) Ac ~ 8 ' ~ 3
\ ~ ,~~:i~ ~ ~ ~ ~s ~ / ' a
TEMPORARY WETLAND IMPACTS ~ \ ~ 79 Accumulated Area: 108.37 SOFT (0.0025 Acres) ax ~ ~ 39 ~ ~ ~
c oo ` 7 3 0 ~ ~ ~ a o
t ~ ~ ~ PERMANENT STREAM IMPACT: 62.76 LF \ 7 ~ ~ ~ 4~ 2 a 2 ti
} TEMPORARY STREAM IMPACT: 13.43 LF \ ~ m ~ ~ 7 Ul C7 ~ i ~.~i ~fo ° Q ~ W W O_'
~ \ ~ ' c; ~~Q ti W O O¢ > a ~ tiQ p~ ~o
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o \ ~ ~
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IMPACT AREA #3 ~ F.~ ~ '9x
a \ ~ PERMANENT WETLAND IMPACTS ~ ~ 6 ~ ~
~ Accumulated Area: 278.80 SOFT (0.0064 Acres) Z Q 2~X~ ~ ~ ~ I'1
o o A ~ / o ~ ~ W ~ 6 ~ ~ ~ ti
E _ \ Z
v 6 ~ i J Q ' O
I 61 i
N C \ W V Y
O . Q Q
~ 6 ~ ~ 00
O , 59 ~ ~
C N E IMPACT AREA #2 2 ~ \ 5
0 ~ 5 4 ~1
PERMANENT WETLAND IM AC 'c Accumulated Area: 270.02 SOFT (0.0062 Acres) ~
w 2 ~ J 4x~~
m ~ i ~
0 ~ \ % z ~
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0 0
N ~ / ~
C 2S%~
~ oo~,
\
0 GRAPHIC SCALE \
0
so 0 25 so ,00 200 ~ / DRAWING o° x
0 I ~ o ~X~ SHEET
IN FEET
1 inch = 50 ft. 0 WL-2.0
L a
0 0 \ PROJECT NUMBER
I L
0 LO 517- 04
U LO

Q 0
~ / / o f / ~ ILT FENCE E PROTECTION ~ ~ \ THE
~ 1 ~ ` ~ } ~ (TYP} FENCE (TY~'}, ~ f 0 1 1
\ . i ~ \ \ 0 A~IUDS ~ \ ~
\ ~ DAPE .~.1_ _ F R\ ~ ~ ~
/ / \ ~ \ \ ~ ~ ~ $dI~FE~~~~~~~ ~ 1 ~ I I° I I I I III I
_ ~ - \ ~ ~ I \ - ,1 i l,~ 1 1 1 1 ~ ~2b' ~[,4A/~~,~/~E FQR I ~
\ \ \ / i _ ~ , ~ \ / ~ ~ ~ \ ~ \ ~ \ / \ I \
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\ \ ~ 91 ~ \ \ ~ / / \ ~ ~ i ~ 1 1
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TR E \ I 96 9 4 ~ I ~ ~5 ~ CONSTRUCTION EN \ ~ ~ 0 f ~ 9 ~ - \ ~ 2 \ \ 5~= 1'l~~ Noy
o / \ \ \ ~ ~ ~ \ ~ \ ~
4 v / ~ ~ .i~ o P \V ~ v ~ 1 , ~ Y,: ~ s ~1 ~ ~ o ~ , \ ~ ~
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~ ~ \ ~ ~ ~ ~ ~
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\ 1
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J / ~ ~ 9 N ~ ~ ~ _ r I- 3 ~
S ~ \ ~ i ~ ° ~ 5=~=
sltE 3 ~ ~ \ ~ \ ; INLET OUTLET PIPE VELOgTY ~ \ 7
~ ~ ~ L z W x THICKNESS \ \ ~ ~ ~ outtEr ~ DIAwt. \ ~1 ~ \
o \ i
o FES-1 15' 15.3 CLASS 8 (D54=6~} 8' z 4' x 18' \ \ / / ~ 8'z4'x18' ~ p~ \ ~ ~ / i
r FT~-9 15 7.5 CIASS B ( ~ \ m 16' ~ \ / 75
FES-15 15 &5 CLASS B (D50=6~ B' x 4 x \ - ~ / ~ /
~ 128 CUSS B D50=6~ 9' z 5 z 18' ~ 7, ,n FES-22 18' ( 8 9'x5'x18' ~ ~ ~ ~~i Q ,yam I ~ /j ~i/, ' ~ \~I ~ji~
fES-27 18' 8,3 CUSS 8 (D50= ~ \ ~ 9~x5~x16' \
FES-28 18' 4.2 C1ASS B (D50=6~ \ ~ I ~ /
N A CLASS B D50=6~ 9' z 5' x 18' a FES-30 18' ~ ( ~ ~ o \
N ~ ds \J\~ ~
\ 6, sv /
~
~ POST-DEVELOPED \ 4 REQUIRED REQUIRED BASIN SURFACEAREA VOLUME WEIR BASIN PRE-DEVELOPED DRAINAGE AREA GOVERNING Q(10) SURFACE NSIONS PROVIDED PROVIDED LENGTH TYPE \
o~ TORM DRAINAGE AREA AREA VOLUME DIME \ DRAINAGEAREA (AFTERGRADINGIS
v BASIN ING DRAINAGE INSTALLATION) g \ (DURING CLEAR ) ~ (sf1 (L x W x Depih) (sf) (cfl O \ \ I
o aces (aaes) ( 1 \ \ ( 1 \
3.0 6.50 2,831 5,400 75 x 38' x 3' 2,888 8,664 10 1 o A 3.0 2.5 4 434 8,460 95' x 48' x 3' 4,560 13,680 10 1 \ ~ Q ~ l\ ~ 1, i\ ~ ~ ~ ~ Z ~
n g 4.7 4.3 4.7 10.18 \ 6.06 2,640 5,040 T4' x 3T x 3' 2,738 8,214 10 1
~ C 2.8 2.6 2.8 \ ~ BASIN TYPE 1=GRAVEL AND RIP RAP BASIN
Q ~ \ ~ / ~
I F J
N
a TEMPORARY DIVERSION DITCH Schedule a reconstruction conference with the Town of
a 1. Obtain grading permit p SILT FENCE Holly Springs Environmental Specialist.
LIMITS OF DISTURBANCE F ° 2. Install gravel construction entrance, temporary diversions, silt fencing, sediment
~ basins or other measures as shown on the approved plan. Clear only as necessary
TREE PROTECTION FENCE ~ to instoll these devices. Seed temporary diversions, berms and basins immediately
N after construction. z
U / 3. Call for on site inspection by the Town of Holly Springs Environmental
~ Speciaist. to obtain Certificate of Compliance. 1` m
0 4. Begin dearing and grubbing. Maintain devices as needed. Install storm sewer, and
a protect inlets with block and gravel inlet con ro. v
°0 5. Stoblae site as areas are brought up to finish grade with vegetotion, paving,
a: ditch linings, etc. Seed and mulch denuded areas within fifteen (15 days of
rn completion of any phase of grading. Where storm sewer outfalls extend through ~ 1. BOUNDARY SURVEYED BY KENNETH CLOSE INC..
ING do NORRIS, PA IN sediment basins, they shall be constructed up to the installed sediment basins. a 2, CAPE FEAR BUFFER AND WETLANDS DELINEATED BY SPAUU)
~ OCTOBER OF 2004. ~ MAINTAINED BY THE HOME 6. The basins shall not be disturbed. upon stabilization of all upstream drainage = 3. ALL COMMON OPEN SPACE AREAS WILL BE DEDICATED TO do
o T5 PROVIDED TO THE areas, sediment basins may be removed and the storm sewer run extended to final x OWNERS ASSOCIATION. THE HOA VNU. BE ESTABLISHED do DOCUMEN h
v TOWN PRIOR TO THE RECORDATION OF THE FlRST PLAT. lengt \ a~~ ~ ~ DRAWMIG
~ 4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, AND 7. When construction is complete and all areas are stabilized completely, call the ~ SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. o Town of Hdly Springs for inspection by Environmental Specialist.
, ,,,u in 1 nn~Tno croUrc dit uNIRQ PRI(N2_
r WM-L V IIV 1 I WVllivn w.. r,v~
5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN 8. If site is approved, remove temporary diversions, silt fencing, sediment basins, 'a OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. GRAPHIC SCALE CALF
/ R TO THE FIRST BUILDING etc., and seed out or pave any resulting bare areas. m 6. A MASTER SIGN APPLICATION WILL BE SUBMITTED PRIG r ~ o zs so goo C-6 100 2DO
9. When vegetation has become established, call for final site inspection by the PERMIT BEING ISSUED. a 7. TOWNHOMES DESIGN WILL CONFORM WITH ARCHITECTURAL DESIGN STANDARDS OUTLINED IN Town of Holly Springs Environmental Specialist.
ISO o SECTION 2.07D OF THE UDO FOR RMF-15. CONSTRUCTION ENTRANCE ROJECT NUMBER
° 8. A FEE-IN-LIEU OF LAND DEDICATION WILL BE PAID AT A RATE OF X846.00 PER UNIT 10. Obtain a Certificate of Completion. ,n ( IN FEET )
1 inch = 50 ft. 'n N P ~ uc~~i~ 517-04
0
i~

- - \ ~ \ _
~ ~ E.~ \ L - ~ -
/ FFE= fF~ 341.7 34 ~ \ \ \ \ ~ . > _ ~ ~ ~ ~ ~ ~
~ 1.0 341.7 \ \ \ . _4D.2 ~ FE, ~ ~ ~ ~ / / 34 _ ~ \ \ ` ~ 0~ 39.3 i ~ - - - ~ ~ ~
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1 1 FE7 331 ~ , ~ 1$ ~ ~ 1 _
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0~~ ~ ~ V 1 1 Ll'(1 ~ 11 ~ ~ v ~5 M 1 1 11 ~ 1
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GRAPHIC SCALE r \ \ \
NEW 12" WATER UNE • ~ ~ v, s ~
EXISTING 6 WATER UNE $ ~ r v ~ v v~ v n
TO BE ABANDONED \ \ \ \ \ ~ ~ \
~ \
(IN FEET )
1 inch = 50 tt. 1 inch = 6 ii~
375
~ ~ I
I ~ ~ I ~ ! ~ , ~ i
375 ~ ~ i I
i i i ~ I ~ ~ 370 N
I i ! I i i N ~
1 ~ w LOW OINT V = 3 7.47 ~i
370 I IGH P T = 342 07 I i I ELEV 340.3{ L POIN LOW P INT ST = 18 51.55 N Q
i I ~ I H GH P01 T STA 16+1 .68 i ~ LO POINT STA - 113+84. 8 - 68 PVI STA = 0+96.1 ro m ao ri ~ & w P STA = 18+99.7 'I ~ Nd ~ ~ ~ ~ ~ e a ~ ~ a
PVI ST = 13 84.98 ~ PVI A - 1 +40 P STA 12+2 .23 i i i ~ pyl V= 42.52 P' ELEV 334. P ELEV 347.2 .N~~ ~ ~ ~ N i W o
I VI =341. ~ j PVI ELt:V = 39.96 i - - .00 N ~ I i ' ~ A. = 2.Op i A D. - 9.35 .D. = 1.35 • M II ~ ~ ~ ~ o ~ S w A.D. 365 anz ~ ~o z ~4 K= 6.33 K=5.05 Mu zzo~ ~x ` ~°o
o ~ i I I A.D. 4.00 I = 30. 0 =-37.50 K= 75.0 i i Z II- ~o~ Vy Vh vc~ 265. VC ` 60.0 VC I y - I ~ m J ~ Y x
E K ~ Q ~ I 120.0 C 365 ~ ~ I ~ I 1~0.o vc~ ~ I 150' ' vc i ' I i ~ zzz o°~ c ~ ~ ~
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SITE DATA: O Z
WAKE COUNTY TAX PIN: 0649-38-4133
TOTAL SITE AREA: 80.41 ACRES
RIVER BASIN: CAPE FEAR SITE IMPACT TOTALS: SITE IMPERVIOUS TOTALS:
STREAM ID: UT TO LITTLE BRANCI E BRANCH
STREAM INDEX 18-7-6-1-1
PERMANENT WETLAND IMPACTS: STREAM CLASSIFICATION: C Multi-Famil Section Im envious Area: 6.83 acres Y p Q
Accumulated Area: 0.2707 Acres o ~ Multi-Family Section Impervious Cover Percenta e. 41.62 /o g
SUBBASIN: 03-06-07
USGS CATALOGING UNIT: 03030004
TEMPORARY WETLAND IMPACTS: Sin le-Famil Section Im envious Area usin estimated MAXIMUM* im envious area: 17.14 acres N g Y p g p ~ a r.
Accumulated Area: 0.0141 Acres Single-Family Section Total Impervious Cover Percentage: 26.78 /o ~
o
co °p
~ ~ • cn N rn
PERMANENT STREAM IMPACTS: 291.11 LF Total Site Impervious Area using estimated MAXIMUM impervious area. 23.97 acres nC ~ Ov
TEMPORARY STREAM IlVIPACTS: 46.32 LF Total Site Total Impervious Cover Percentage: 29.81 % ~ c o, x
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Assumes Single-Family lot consisting of 50x50 building, l2 x15 driveway, l0 x10 patio/deck, L r rn
c ~ ~ and front walkway (2,$00 sgft total) o, o
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\ - 0 ' YM Y YOORE, CARDNER, @ ASSOQ0.7ES, WC. i
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~ ~ ~ ~ _ - ~ ~ ~ ~ ~ bF54 53 52 51 53 52 51 50 49
48 47 46 5 qd 43 42 41 ~ ~ ~
\ / 1 1 ~ \ _ \ ~ j ~ ~ A 84 65 - - - 37 36
~ _ A ~1 i ~ / ~ A ~ cAROL~NA PoxER ~ uair 4 D.B. 2356, PG.103 Z - ~ PIN: 0649.02-SB-2606 ~ O
o ~ ~ , / \ 11 17 - s I \ 85 1 _ AUP BY YOGA., GAfA1ffR. R ASSOUATES, INC. W u~ - - _ TRACT N0. 94DDA D'.G H0. L-D-2720 z ti n
, ~ \ 66 67 68 J - - - _ DATED SEPiE1HR 1974 ti W N "'--"m- _ _ R W W ~ - - Q ¢ ¢ 4 W ti
m ~ ~ ~ / i~ ~ 61 ~ \ \ ~ ~i 86 / / ' ~ 18 4 2 2 I I ~ ~ ~ ~i 18 19 20 21 22 23 I I I ~ o w a ~ W~ W w o
\ ~ ~ ~ / / 70 0 . ~ l~ ~ / 0 ~ ~ / 87 24 25 I J26 27 28 29 I 130 31 2 " cn a ~ 2 ~ ~ w W a ~ I I 3 33 34 35 o¢~nz o ~a °o~ ¢w
~ ~ ~ ~ 1 ~ ~ / ~ I I I ~Wt~a o W"' cai`~ yo
p ` ~ \ 71 15 ~ ~ ~ ~ / 88 79 ' i~ I I Wzoz ti~ L-o
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~ ~ T~? ~ 1 78 72 i 14 ~ R~~Q ~ d~ avzi 4f
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~ ~ / /
~ ~ 74 / ~ a ~ / 12
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U 9 ~ r / a ~ ~ / / ~ 120
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` \ f ` \ 99 i . ~ ~ ` e ~ ~ \ ~ ~ 3 123 ~
~ U m~ O ~ J ~ I N.F. RANSDELL ~ 1 141 D. B. 952, PG. 448 Z
~ 6 ~ ~ ~ N, s`~~ ~ ` ~ 1 S~~,E. ~ J l 1os J I 152 f PIN 0649.02-67-1163 ~ r~
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~ c . ~ . ~ ' i 10< 3 ~ ~ ~ 103 / 139 O 104 \ 1 l~ \
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_ ` ~S R 138 I I _____J"
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~ c''"ascv~a~m >r ~A/{ - 137 J J Z ~m J I
o ~ ~ \ NOLLY SPRINGS DISPOSAL, INC. - ~ / ~ ,3s 1~'~ ~ ~ ~ _ 133 132 128 _ / 131 130 ~ w
L D.B.4196, PG537 4J ~ TRACT 2 / ~ ~ B.Y.1991, PG429 N.F. RANSDELL /
i RN: 0649.01-17-6522 I r / \ L D.&952, PG.448 i ~ 1 PIN 0649.02-67-1163 129 J V
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LO LO IN FEET PROJECT NUMBER
1 inch = 150 ft
517-04

R T O.SN W 2
_ _ - - - - - _ _ _ DATED FEBRUARY 1972 0
-~t. _ _ - - -
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- - - - -
1 z 0 ti
B \ _ _ _ UFf BUFFS ,8+03.2,
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IMPACT AREA ~1 A ~
~ t,~&
P MANENT WETLAND IMPACTS ~ ER Ar :225.24 SQFT 0.0052 Acres) \ Accumulated ea ( g 3 . t
\ \ ~ sx ~'s ~ a
TEMPORARY WETLAND IMPACTS ` \ \ 79 Accumulated Area; 108.37 SOFT (0.0025 Acres) axon,, ?l _ j'~ 39 ~ . a o i
~ c 7 j" ! v - zti~ \ Q w w
o v A ~ ~ IMPACT: 62.76 LF \ \ 7 ~ \ / QaQ a W~ /i ~ aiti , / I\ I p ~ ~ p ti W ~
PERMANENT STREAM TEMPORARY STREAM IMPACT: 13.43 LF \ ` m \ 76 ti ~ ~ ~ ~WR ° W~ W ¢o~ ~ QO ° o > a ~ x ..~QU ti~ ~o>
~ \ N ti Q o
v \ l~iwx~ 2vai Q~ 1 \ o W U to ~ W2o2 ~O
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0 ~ PERMANENT WETLAND IMPACTS \ y 6 ~ O
Accumulated Area: 278.80 SQFT (0.0064 Acres) ` U \ Z Q
0 ~~x V ~ o \ W ° \ 6 ~ ~ ~ ~
\ / Z
N \ ~ \ 6 J Q ~ ~ O
i 61 \ ko ~ V
N C W ~ ~
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\ 00 ~ o 59 00 ~
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~ IMPACT AREA ~2 \ 5 ? ~ ~ v ~ y ~
E o PERMANENT WETLAND IMPACTS \ \ i~ 5 / ~ ~
~ Accumulated Area: 270.02 SOFT (0.0062 Acres) \ /
w 2Ax J \ \ o° O
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IMPACT AREI IMPACT AREA #6 ~ 0 z~ ~ too 200
PERMANENT PERMANENT WETLAND IMPACTS
Accumulated Accumulated Area: 387.34 SQFT (0.0089 Acres) Z
IMPACT AREA #4 O
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PERMANENT WETLAND IMPACTS O Accumulated Area: 76.39 SQFT (0.0018 Acres) X W
Q;
CAROLINA POWER & LIGHT IMPACT AREA #8 0 2
TEMPORARY WETLAND IMPACTS
D.B. 2017, PG.567 ~ - IMPACT AREA #5 Accumulated Area: 13.72 SQFT (0.0003 Acres}
PIN N0.0649.01-29 8326 X
PERMANENT WETLAND IMPACTS l GARDNER ~ ASSOCIATES, INC. ~ BY MOORE, Accumulated Area: 188.29 SQFT (0.0043 Acres) PERMANENT STREAM IMPACT: 97.89 LF TEMPORARY STREAM IMPACT: 10.91 LF
RACT N0. SN80 DWG. N0. L-D-2720
DATED FEBRUARY 1972

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o~ a ,`~.f Accumulated Area: 2391.07 SQFT (0.0549 Acres)
I ~ g ~ ~ ~ ~ p TEMPORARY WETLAND IMPACTS ~ r,, U
r ~ J;;'` 76 Acres ~ r ~ ~ ~ ~ ~,;i;%%/ Accumulated Area: 339.59 SQFT (0.0078 ) ; j~/f ~ ~ ,i , ~ ~ ~i%1 ; i/, T
4 7 ,j ~ ,i~ ii., ~~l ~
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1 9 ~ ' ii i ~ / , Q
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o PERMANENT WETLAND IMPACTS ~ 3
} 1 r,„ 1 o ~ ~ Accumulated Area: 511.03 SQFT (0.0117 Acres) ~ ~ ~ 1
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c PERMANENT STREAM IMPACT: 76.69 LF ~
E op , X~l / / ~ TEMPORARY STREAM IMPACT: 10.69 LF \ ~
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Accumulated Area: 2391.07 SQFT (0.0549 Acres) %f!~ ~ I
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TEMPORARY WETLAND IMPACTS ,,.~ii~,~~~~/i Accumulated Area: 339.59 SQFT 0.0078 Acres ~ ~ ~ ~ ~ '~;~f'~~'~i~ ~ o z
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PERMANENT WETLAND IMPACTS 1
Accumulated Areo: 511.03 SQFT {0.0117 Acres) 111 Q w
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~ TEMPORARY STREAM IMPACT: 10.69 LF / \ N o~
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c ( PERMANENT WETLAND IMPACTS m E Accumulated Area: 529.97 SQFT (0.0122 Acres) z
c 0
~ TEMPORARY WETLAND IMPAC c ~ Accumulated Area: 151.75 SQFT (0.0035 Acres
J
y PERMANENT STREAM IMPACT: 53.77 LF TEMPORARY STREAM IMPACT: 11.29 IMPACT AREA #12 O
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a PERMANENT WETLAND IMPACTS Accumulated Areo: 6119.71 SQFT (0.1405 Acres)
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1. BOUNDARY S OWNER GOODWIN HEIRS LTD. PTNRSP. 1. BOUNDARY SURVEYED BY KENNETH CLOSE INC..
2. CAPE FEAR E CAPE FEAR BUFFER AND WETLANDS DELINEATED BY SPAULDING & MORRIS, PA IN 2.
OCTOBER OF OCTOBER OF 2004. PIN 0649-01-4133 OPEN SPACE AREAS HALL BE DEDICATED TO & MAINTAINED BY THE HOME
3. ALL COMMON OWNERS ASS 3. ALL COMMON PROPERTY AREA 80.41 AC (EXCLUDES PERIMETER ROW AREA) 2 OWNERS ASSOCIATION. THE HOA WILL BE ESTABLISHED & DOCUMENTS PROVIDED TO THE p
TOWN PRIOR TOWN PRIOR TO THE RECORDATION OF THE FIRST PLAT. OPMENT INCENTIVES R-10 ~
4. CONTRACTOR SHALL BE F RI THE LOCATION OF ALL EXISTING UTILITIES, AND ZONING DEVEL 5 4. CONTRACTOR SHALL VE FY W SHAD. BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. cr
CALL UTILITY CALL UTILITY LOCATOR SERNCE 48 HOURS PRIOR. MULTI-FAMILY UNITS=100
5. ALL CONSTRI 5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN
OF HOLLY SF LINE TABLE s. A MASTER SI OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. UNIT SIZE = 22 X 56 6. A MASTER 51GN APPLICATION WILL BE SUBMITTED PRIOR T4 THE FRST BUIU}ING
PERMIT BEING PERMIT BEING ISSUED. ALL UNITS WILL BE 3 BEDROOM UNITS = A TOTAL OF 300 BEDROOMS
LINE# BEARING DISTANCE TOWNHOMES 7, TOWNHOMES DESIGN WLL CONFORM WITH ARCHITECTURAL DESIGN STANDARDS OUTLINED IN p SECTION 2.O7D OF THE LIDO FOR RMF-15. DENSITY CALCULATIONS: Z
Li S 7907'19' E 76.92' SECTION 2.0 8. A FEE-IN-LIEU OF LAND DEDICATION WIU_ BE PAID AT A RATE OF #846.00 PER UNIT TOTAL AREA (INCLUDING MULTI-FAMILY AND SINGLE FAMILY) = 80.41 AC
L2 S 8973'17' W 174.03' 8. A FEE-IN-U L3 N 3675'42' W 12.31' AREA OF MULTI-FAMILY PORTION = 16.41 AG ~~43unur4~,l
L4 N 45'19'47' W 53.39' TOTAL ~ OF MUL11-FAMILY UNITS ALLOWED =130 ~N'~o,~
L5 N 5301'16' W 50.96' PROPOSED OVERALL DENSITY = 260 UNITS 80.41 AC = 3.23 UNITS/AC Q•,,.••••••. / ~ ;
L6 N 56%12'55' W 100.82' OPEN SPACE CALCULATIONS: rn
L7 N 5573'40" W 99.73' L8 N 5600'49' W 50 32' - = 10% OF SITE AREA = n = ~ REQUIRED OPEN SPACE IN MULTI FAMILY PORTION- - ; V, ~ ~
19 N 5533'52' W 100.08' 1. ALL LOTS WI 1. ALL LOTS WIU. BE SUBJECT TO THE ARCHITECTURAL STANDARDS AS SPECIFlED ON PAGES REQUIRED OPEN SPACE (MULTI-FAMILY PORTION) - (10%)(16.41 AC) - 1.64 AC ~ ; ~
L10 N 55'01'23' W 49.69' 2.09-11 THE UGH 2.09-22 OF THE LIDO. ANY LOT THAT IS ADJACENT TO COMMON OPEN OPEN SPACE PROVIDED (MULTI-FAMILY PORTION) = 8.45 AC 5y •.~y ~ 2.09-11 THRO I SPACE WILL BE SUBJECT TO REAR FACADE ARCHITECTURAL STANDARDS IDENTIFIED WITHIN ,,SON 0
Lii N 5578'03' W 50.56' SPACE WILL TABLE 2.09 C.O5: "RESIDENTIAL DESIGN FEATURES FOR SIDE AND REAR FACADES" ~ '(N PARKING CALCULATIONS: `'rrnrrn~rr``~
12 N 55'44'42' W 49.73' TABLE 2.09, L 2, FRONT SETBACK WILL BE INCREASED FROM 20' TO 25' WHERE INDICATED IN ORDER TO tra
L13 N 55'}3'58" W 100.12' 2, FRONT SETB ' ' W 49.99' COMPLY W1TI L14 N 557048 COMPLY WITH DESIGN INCENTIVE REQUIREMENTS THE MINIMUM SETBACK ALLOWED WILL BE MULTI FAMILY: ~
20' IN ORDE L15 N 5544'06' W 49.91' 3. PER SECTOOP 2O'IN ORDER TO MEET THE PARKING REQUIREMENTS (2 OFF-STREET SPACES PER LOT) REQUIRED PARKING = 1 SPACE/BEDROOM + 5 % OF TOTAL REQUIRED SPACES 3. PER SECTION 2.09-26 OF THE LIDO, PEDESTRIAN CONNECIINTY REQUIREMENTS WILL BE REQUIRED PARKING = (300 BEDROOMS)(1 SP/BR) = 300 SPACES + 5% = 315 SPACES t~
L16 N 5504'28" W 50.16' MET BY PRC MET BY PROVIDING SIDEWALKS ON BOTH SIDES OF ALL STREETS, AND THE USE OF HIGH PARKING PROVIDED = 315 SPACES (3 SPACES PER UNIT PROVIDED, +OFF-STREET PARKING) N
L17 N 5476'06" W 49.67 VISIBILITY Cf VISIBILITY CROSSWALKS. A WALKING PATH WILL BE PROVIDED WHICH WILL CONNECT THE ~ TOWNHOME AND SINGLE FAMILY PORTIONS OF THE PROJECT. « GUEST PARKING IS PROVIDED IN OFF-STREET PARKING AREAS. THE NUMBER OF GUEST PARKING ~
L18 N 53'3T4T W 49.57 TOWNHOME SPACES PROVIDED IS EQUAL TO 5% OF THE TOTAL REQUIRED PARKING SPACES. ~ ~ ~
Lt9 N 5272'33' W 50.03' L20 N 5146'24" W 49.92' O op co
121 N 51;32'45' W 99.58' ~ ~
L22 N 5037'48" W 49.92' N
L23 N 51104'38' W 100.09' C 'o rn 0 0 ~
L24 N 5048'02" W 49.92' OPEN SPACE w , 0•C
L25 N 5078'40" W 99.5Z' L26 N 49'00'23' W 49.89' ~ f~ p 0 U1 ~ LL
L27 N 48'38'30' W 49.79' 0 0 0 _U
L28 N 4T42'42' W 49.28' U •c o ~
L29 N 4532'17' W 4196' , c
L30 N 4435'20' W 50.26' ` ~ 01
L31 N 43'13'50' W 49.48' ' In N Z ~ I~ d-
L32 N 4132'ST W 49.54' ~ . . ` ` L33 N 3944 07 W 23.74 Q ~ r~
L34 S 89'13'17' W 39.43' rn
L35 N 45'i9'47" W 35.88' ~ ~ - 0~
L36 N 53 01'16' W 47.98'
L37 N 5642'55" W 100 05' ~ L38 N 5573'40' W 99.91' ~ ~ ~ c
3' L39 N 5600 49 W 50 2 ~ 0
5:33'52' w too.32' PROPERTY TO BE DEDICATED L40 N 5 ~ ~ TO TFE TOWN FOR FUTURE s n.
L41 N 550123 W 49.72 ` ` ~ ROADWAY
L42 N 5578'03' W 50.37' ~ w~ • u~
43 N 55 44'42' W 49.79' - - - - - - _ _ _ L01'~"' L , ~ - - _ _ _ _ _ _ _ _ _ - rr n wwx, • mowm Mc N W 10022 "''"a>~'~r'°"1z-o-~ L44 N 55'1356 _ _ _ _
L45 N 5570'48" W 49.86' - - ~ awur, uc - - - _ - - - - - - - -
5544'06' W 49.98' ` - L46 N ~ ~ ____'"'o' _ _ _ _ _ _
L47 N 5504'28' W 5054' ' >
\ 62 g1 ~ ~ ~ L48 N 5476'06' W 50.05' ~ ~4
L49 N 5337'47' W 50.06' - - ~ ~ ~ _ ~ ~ ' 'W 50.51' ~ ~ L50 N 5272 33 ~ ~ - ~ ~ 52 51 50 49 /B 4T ~ ~ N ~ /2 41
. ~ ~ - L51 N 5146 24 W 50.14 ~ ~ - ~ ~ ~ ~ 37 38 CM14M4 Pt~t ~ 17i1f
'45' w 99.88' POTENTIAL ~ ~ - - - 152 N 5132 ROADWAY ALIONaENT ~ ` ILL 7381, PCI6S 14t OIIA07-61.7101 A _ _ _ _ _ Wfj~ •~1~77D MC
37'48' W 50.05' ~ ` " L53 N 50 ~ ~ _ Ti _ _ -
L54 N 5104'38' W 100.05' ~ '9 8, ~ ~ ` as ~ 18 t9 20 21 2Z 23 24 25 28 2T 28 29 30 I 31 32 J3 34 35 ~
L55 N 5048'02" W 50.08' ~ 1e r • 1 1 ~ ~ ~ TO L56 N 507840 W 99.99' 8EE NSET A \ ~ ~
r " r ~ L57 N 490023 W 50.37 TWS SfEET \ ~ 7, ,5 I OJ
38'30' W 50.13' ~ ~ TB L58 N 48 N ~
• ' W 50.00' o ~ ~ ~ ~ n ,4 L59 N 4742 42 yA~ ~ - PP- ~ ~
2'17' W 49.77' ~ ti ~ 160 N 453 R g ~ ~ ~ o c~ Z Q W g U O N Q Vj
L61 N 4435'20' W 50.95 '~qo Ys ~ ~ n " ' 50.18' s~iOR,ti ~ ~ L62 N 4373 50 W ~ J ~ `O a ~ a
r " r ~7, C ~ i 7B 74 L63 N 413257 W 50.46 V ~ % e, w ~ z w W
Ts ~ L64 N 39 44'07" W 51.82 m 40.71' ~ ~ O ~ D ~ K !7 ~ J ~ 117 t1e `~^xz~ e tie ~°o
E S 8772 05 E ~ ~ „ o L65 ~ M ~ ~ 111 I 112 113 114 175 116 718 i- O = „ O Y V ~ V ~ 10T 100 108 110 W ~ W 1,, ~
~ L66 S 8643 50 E 227.72' 1 s~ " + ` ,o ~ 120 ~p~+ 1^ ~ ~y ~y
L67 S 0500 52 W 168.03 ~ ~ ~ m L68 N 67'13'12' E 64.51' ` s t2t _ -
I: ` / 0 o .62' \ 62 ~ ~ 7 ~ 169 S 4539 54 E ~ x, 172
N ' " ' ~ / o L70 S 243029 W 58.23 5 100 / 142 149 150 151 \
\ 1 i FUTURE ~ 3 1 ~ / 113 iN 10.5 11fi 147 148 t 1 123 9e ~ ILf. RM5Df11
~ POOL/RECREATION z 87 9T 1a1 i D.B.951, PG4f8
o ~ ~ , 752 ~ PW Db49.02-61-1163 \ / 108 124 710
N LEGEND CENTER - / ~ - _ 1W 159 153 = 105 I 156 157 158 try 125
~ !PF -IRON PIPE FOUND - _ ( ) ~ as i I
(!PS -IRON PIPE SET ' R W -RIGHT OF WAY ~ I 101 138 \ 154 101 102 103 _ 17b
()-CENTERLINE OF RIGHT OF WAY 170 -
SS -SPIKE SET , ( ) ~1 7T7 I 137 )I
N - HEAD POWER LINE OVER / . OHPL o 136 135 1 133 1 128 ~ .ee~~ 132 131 t30 O 2\
U / ~r ww osrotw. Me ~ PP -POWER POLE / - ~ ` ~ / o ( kl. Il.Meesi MII'S~~'~A~' ~nl lJ 1
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1. ALL REQUIREMENTS SET FORTH WITHIN 2.0 D., 2., OF THE UDO CROSS SECTION NFOR REVIE~N'6NLY-.- PROJECT NUMBER
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0 1 inch - 50 ft OT FOR COblrs 40~ 517-04

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- 0.30 AC 0.2i AC I 7500 sF 56 I i ~ \ .1l AC I ~ 17,500 SF I 55 1. ~ I t t 0 0.17 AC I I I7 50o sF I I ls4s sF I \ \ 1 I I I a17 Ac 7,56s SF I I I I I SIDEWALK CURB TYP. BASE COURSE 2 1/2 ~-2 SIDEWAU< o~ ( ) 2 N~ I I I 5, 1 "1 /2 (FlRST LIFT)
1 t I I I I I o.n ac o.17 Ac o.16 Ac I \ i ~ ~ I I i \ \ \ t I I I ~ ~ 1 (FlNAL LIFT)
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t 0.22 AC ~ / ~ \ , - - - -I - - - -1 ! - _ _ J L I I ~~i
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~ I ~ / 85 t I o.23 Ac AU_ STREETS ARE TO BE PUBLIC STREETS, 51' ROW, 2T BACK TO BACK u)
/ t I II I 69 t t 8,630 sF ~ t I t < / I I 7,808 SF 1 0.2o AC~ / I I I t ~ ~ FEAR BU N
\ ~ , 66 67 I o.18 Ac 2~'. PRIVATE t 68 \ \ / / e,,,4 SF 117,500 SF I i I I I , - ,a ~ 1 z~ ~
/ / / 81 \ 7500 sF , a.17AC / ~ 0.19 AC I I --I L I/ 6,660 SF ~ I I 0.17 AC I , - f z ?a 1 ~ \ fie, --ti 1 I~ ~
\ / 0.20 AC / ~ I I 1-' t ~ . 86 < \ I ~ / ~ / / I I 1 \ oo~ 18
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/ / / / \ ~_J L-_ 70 i 1 \ / / \ ~ \ / / ~ - J L _ - - I 149 SF t 7,500 SF ~ 1 , 0.18 AC ~ N
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\ / / ~ 8,173 SF 87 ~ L _ -
/ t00SF / ^ ~ 0.19 AC , 'I'" 8, C 0.19 AC / / \ \ / / , r-- - - - - - - r--~ 20' PPoYATE 2 1 ~ ~
/ / \ ~ / \ ~ 1 ORAWAGE \ / / / / I t EASEMENT oRAwACE ~ ~ C ~ p EASt]IENT ~ ~ , ~ U
\ \ / , \ OPEN SPACE 71 t I 15 \ / / gg , , I t \ / / ~ 79 \ 6,,09 sF t 8,297 sF 30' CAPE U ~ ~
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\ / , ~ \ ~ 72 o I I Y 7,x73 sF - ~ ~I 14 0.18 AC , 78 \ a,3,o sF ~ I I ~ \ ~
\ / / ~ < 7500 SF / I 0.19 AC ~ 9,314 SF I 1 _ ~ \ ~ ~ \
~ / / \ \ 0.17 AC Y I 0.21 AC \ ~ ~ L ~ r i I 0~ 1 ~
\ / / \ , ~ 20'SANITARY ------J ® \ ~ / / ~ \ ~ ~ SEVER EASEMEN - - - - - ~ ( ~ I - ~p zo ~ ~ \ k ~ FEAR BUFFER ` / ~ ~
~ r \ 10.574 SF ` ~ \ ~ ~ ~ J \ / ~ o
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\ 27 PRIVATE ~ 13 ~ J 77 ,0,389 ~ / \ EASEIE?1T ~ ~ ~ ~ 0.24 AC ~ 487 SF ~ 7,500 SF ~ ~ ~ 8,
® 30' PEDESTRIAN ~ A 0.17 AC i , A 0,19 AC ~ A ~ ~ 20' PEDESTRIAN 20' SNOTARY SEMER EASEIIErI _
ACCESS i ~ \ , ~ ~ ~ \ ACCESS EASEMEN ~ / i ~ \ ~ i
20' SANITARY ~ ~ ~ ~ \ ~ ~ / ~ ~ /
SE1~ \ \ , ~ 76 ~ \ ~ ~ ~ ~ _ i \ ~ ~ \ ~ \ 74 ~
\ 7,5DD ~ \ \ / i \ \ 0.17 AC ~ 7,500 SF ~ 12 ~ ' l~ i i
\ o / ~ ASPHALT \ ~ ~ o.n Ac 1 ~h ( 8,x33 SF / PA1H 91 \ \ ~ PEDETStPoAN ~ 400 SF 1 i ~ ~ ~ ~ \ ~ P n \ 0.20 AC / 0'. ~ ~ i
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\ 0.19 AC ~ ~ ~ ~ ~ \ / \ \ / 75 ' '
\ ~ \ / HK,H VISIBwTY \ ~ ~ ~ ~ 7,948 SF \ CROSSWALK (TYP) \ \ ' ~
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Ra16 \ 20' PRIVATE ~ ~ ~ \ 9 V A ~ ' 0 ~ 0(UMIAGE 1 ~ ~ ~ 7,500 SF \ ~o ' ~
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Sub ~ C Q (Totep SIoQe pipe Size Yfull ~ Len~h US DS Tcp \ \ \ y \ \ \ 1 1 ~ J % Total Runolf Q No! Cfs P~ et Irned trverl (R.} I ` ~ ~ ~ ~ ~ ~ ~ 11 V / ~ ~ 1 1 1 V 1 1 1 V A \ v - i v ~1 i ~ ~ ~ ~ ~ \ / / / ~ ~ 1 1 1 V A \ 1 \ 1
Tai r,ron: 0 } sfzs Qn.) dpe) ~ ~v ~ ~ v v v A I ~ r~ I ; ` Fran To (acres) ~ Coot. (Ch1 fll~tl) (ds} Ei.[fOC} ~ ` \ ~ ~ \ \ \ \ \ \ 1 1 $ ~ ~ r sx\ ` (zeros} pnfir.t vv vv ~ ~ v V A Vv V 1 ~ / / ~ / ~ o° sx~ ~ ~ V i~ A ~ ~ \ v 1 11 A / / ~ ~ ~ 1 1 A A 1 ~ 1 A pa _ 51 ~J iv ~ ` \o111 ~ / v ~',1\1 1 ~1A~ V A
0. D05 9 0 15 3.7 4.93 26 338.73 338.60 343.23 ~ \ ~>x ~ '89 \ \ \ \ \ \ w 1 \ 1 \ ` ~ ~ / I I F / \ ~ ` ~ ~~SS ~ ~ ` 1 I / / ~ \ ~ ~ V A \ 1 1 1
CB-8 CB-7 0.23 D.23 7.22 D.10 1.16 1.16 ~ °o ` \ \ \ \ \ ~ \ ` 1 I _ .50 D.031 9.7 15 9.2 1219 49 338.50 337.00 343.23 ` ~ ` \ \ \ \ y ` / ! 1 1 I I SS CB-7 CB-6 0.54 0.77 7.22 D.60 2.34 3 \ \ \ \ \ \ \ \ ~ I ~ - _ v v vI v v 1 t+ ylll 11~// vvv 1,,1 \ ~\VA \ 1 1 A v - v v v ~ ii ~ 1 1\ 1 1 VA 1 1 \ 1\ ~ v v i ~ `v 3 v V ~ Grp ~ I I / / / ~ v ~ ~ V 111, \ V A \ \1 \ \ \ 1 \ v ~
\ 1 I 0.35 3.88 0.005 14.1 15 3.1 4.93 28 336.90 338.77 341.50 ~ \ ~ ` \ \ \ \ \ \ \ \ \ \ \ \ / 1 j I SS CB5 0.07 0.84 722 D.70 ~ \ \ ~ \ \ \ \ ~ ! f CB-6
8 0.006 13.7 15 4.2 5.57 111 338.87 335.96 341.50 - ~ \ \ \ \ \ \ ~ ~ J J t ~ I ~ I~J F 722 0.70 0,20 4.0 ~ ~ \ \ ~ ~ CB-5 CE-2 0.04 0.88 _ \ \ \ 1 I1 ,~EPAININ~-WALL ~ ~ ~ 1 \ ~ \ \ \ \ \ N a
5.42 43 3.86 335.60 340.46 ' v \ V A V A \ \ a 1 / ~ ~ / ~ I 1 ~ ~ 0.96 7,22 O.10 0,40 4.46 0.006 14.3 15 4.1 ` \ \ \ \ \ \ \ ~ ~ ~ CB-2 CB•3 0.08 _ ~ ~ v v v v` 1 p ~ ~ I l! ~ ~GN~B,X ~ ~ ~ A V AV A ~ V A -1~ ~ ~ / N
5 3.7 4.93 28 332.00 331.87 340.34 \ ~ \ \ \ \ \ \ \ \ ` \ \ ~ ~ ~ / J / `~S~F` 0.60 2.89 2.69 0.005 12.3 1 ~ ~ ~ ~ \ / ~ ~ / _ CB-0 CB3 0.82 D.62 7.22 A ~ ~ ~ L \ \ \ \ \ ~ \ ~
\ i 7 1.92 9.07 O.Q65 11.4 15 15.3 20.33 4T 327.00 323.00 340.34 ~ ~ ,8 \ \ \ ` \ ~ / i `~S~ 1 0.38 1.96 722 D.70 y ~ \ x \ \ ~ / CB-3 FES 'r ~ oo . / 7 3 -L 1 \ ~ V \ ~ ~111r1 I I ! ! / , / / ~ ~ ~ ~ ~ \ 35' \ \ \ \ ~ w Q vi
O ` \ ~ / /
3.7 4.93 26 349.94 349.81 354.44 ~ ~ ~ - ~ ~ ~ \ / / / r 0.76 D 78 O.D05 7.6 15 ~ Y ~ \ ~ ~ 7 C8-18 CB-17 0.21 D.21 7.22 0.50 6'~, '9 ~ ~ ~ / 1 ~ FF \ \ \ \ \ ~ \ ~ ILI i~i~~3a5--' \ 1 ~~~o ~ ao ° as 3 F,y, \ ~1 INS I / ~ ~ ~ ~ I ` \ I 1 ~"'Z Q z ~Q
8.9 9.19 92 349.80 348.00 354.44 Q S ~ ~ \ \ / ~ ~ / m CB-16 0.07 D.28 7.22 0.70 0.35 1.1 I 0.017 7.0 15 ~Q \ ~ ~ \ \ \ / / CB-17 7 ~ \ 35 \ ~ •DR AIG~ ~ ~ ~ ~ ) 0 1 \ 1 ~o~ ~Q v~ v° 'o 3 ~ t 1 I E ~N r /i ~ 1 v A 1 I wmW w W
15 4.1 5.40 15 349.15 349.06 353.00 ~ ~ vv A ` ~v / / / v / o C8-20 O.SD 0.80 7.22 D.50 2.89 2.89 0.006 12.2 J / ~ ~ \ / ~ ~ YI-21 ~v / ~ / ~ ~ /
7.22 0.50 1.70 4.58 0.009 13.5 15 4.9 6.5d 59 348.96 348.44 353.56 J \ ~ / / / / r C8.19 0.47 1.27 CB-20 348.34 348.00 352.94 7 S . \ \ ~ J / / ~ ~ ~ ~ I I I (I / , , ___-350 ~ ~ ~ ~ ~ ~ \ \ \ y I I
tS - B 0.44 1.71 7.22 0.50 1.59 8.17 O.D13 14.0 15 6.0 7.97 26 \ \yx ~ \ _ / / / \ / 7 CB-19 CB-1 ~ ~ ~,Q \ / / / ~ ~ g ! f 111 ! r / - : ~ ~ .~~.~~11 i 1 I I I
E \ 0 7.22 0,70 1.01 8.30 0.026 13.7 15 8.5 11.32 53 347.90 346.50 352. \ ~ ~ / / \ ~ CB-16 FES-15 020 2.19 / / / 7 1 1 / ~ 3 F. I 1 ( / r >SS / ~ ~ ~ I I \ I
/ SSA \ / / / ~ - i ~ ~ ~ \ (I I.I
7.22 D.60 2.60 2 80 O.D09 10.9 15 4.9 8.53 57 333.50 333.00 337.50 ~ ~ r ~ YI-13 CB-12 0.80 0.60 ~ / ~ \ 1 1 I / //3 ~ I \ o F /3~ . _ ~ vA III
19 O.D10 8.0 15 5.2 8.90 51 333.50 333.00 337.50 ~ - CB-12 0.33 0.33 722 0.50 1.19 1. ~ YI 14 \ ~ 7 \ 3 / / / 8,0 F - i ~ ` \ \ III ~I Sso 1 y ~ 1 V , ,~f ~ \II I f 1
o .39 O.D12 14.5 15 5.6 7.48 26 328.80 328.50 337.47 `~~y / o CB-12 C8.11 0.72 1.85 7.22 D.50 2.60 6 ~ \ ~ ~ \ \ \
N 1 7.22 0.70 0.81 7.20 D.017 14.2 15 6.8 6.99 6 328.40 328.30 337.4 ~ o \ ~ CS11 CB-10 0.16 1.8 \ V ASS \ y / ~ / \ \1/ I! ! %d V \ J~F'. ~ 1 / / 1 / / / ~ / / 1
118 8.3E 0.020 14.5 15 7.5 9.90 109 328.20 326.00 337.41 ` C8-10 FES9 0.23 2.04 7,22 0.70
rn \ ~ a A JF. ~ / - / / 1 ~ V A \ \ / / 56 ~ , g A A F 11 ~ / / / f / /
1 7.22 0.70 0.56 0.56 0.043 4 5 18 12.3 23.47 35 371.50 376.04 ~ ` ~ FES-27 C~26 0.11 D.1 I \ \ . \ / / / /
3 5.9 18 9.t 17.32 120 375.90 373.10 381.00 ~ ~ \ CB-28 Cfi-25 0,01 0,12 7.22 D.70 0.05 O.E1 002 \ ~ B 373.00 364.20 318.10 \ \ \ ` ~~vv 8 \ \ V 11 \ ~ V / ~ / / / / / ~
ui 0.70 0.20 0.81 0.070 4.8 18 15.7 29.96 12 ~ \ ~ o C8-25 CB-23 0.04 0.16 7.12 83 ` \ \ t iv ~ v A ~.1\ - ~ //h ~ Q a - l ~ J
0.45 O.DOS 6.3 15 3.7 4.93 28 364.`33 364.20 368• ` ` ~ D.70 0.45 ~ "o° ~ C&2d Ci~23 4.09 D.09 722 r o ~ \ \ J O ~ ~ v 6 v 111' ~ ! ~6 ~ ` ~ 0
0 12 0.048 7.4 18 12.8 24.42 125 384.10 358.30 388.83 ` ~ \ ~ \ ~ ` i CB-23 FES22 0.17 0.42 722 0.70 0.86 2. ` r \ \ \ ~ / / \ / / / 2 r~
% 18 8.3 15.87 51 354.00 353.00 359.00 ~ ~ ~ ~ ~ ~ ~ 1 / / ~ U ~ \ \ ~N 1 1 . 's ~ / / Q
r C&29 FE5-28 0.98 0.98 7.Z2 0.70 4,95 4.95 0.020 12.0 J \ r~.
a 348.10 343.25 353.20 ~ ` ~ V A \ ~ ~ 1 ~ ~ vvv A 6 V 1 \ F ~ I`,~ I / Q
B-33 CB-32 0.37 D.37 7.22 0.70 1.87 1.87 O.D2E 7.9 18 9.5 18.11 194 I C x \ 1 \ 1\ ~ Il 2 op VA /~l I I I l/ ~ v / f / W
F D.53 7.22 D.70 0.81 2.68 0.023 9.2 18 8.9 17.08 130 343.15 340.20 34825 ~ CB-32 CB-31 0.16 `
~ 0.51 3.18 0.005 13.1 18 4.2 8.02 20 340.10 340.00 345.00 ~ ~ CB-31 FES-30 0,10 0.63 722 D.70 ` ~~v ~ V 1 V A ~ T'~ ~ / ` vvvv 1 ` ~ VA \ \ v / ~ / / / Z C9
rn z 82 322.50 320.00 ~ ~V A 1 A % / / / ~ / ~ ~ V 0 / / ~ ~ \ a \ 6'~ ~ / % Q / ~3 / ~ \ ~ Z
CULVERT 1 3.74 3.74 SEE DRAINAGE REPORT O.D40 30 a o / / ~ _ ,ass\\~ \ \ / / r , ` \ \ - ,-r l W ~ ~
z v \ V A V AV 3~~F / V A l 1 ~ ~ \ / / / / / YO,C o ~ / 1 ~ 1`~
0 F U ~ ~3x AA V A V A \ \ / / / J6+ ~ 1. ~oV 1 / ! r 'I J J
t '~o / ~ I I W
N Z ` v` A \VAV A / i ~V 1 \ l X12
O U \ \ / / / ~ \ / I Q ~y1~ / / / \ °s\ \ / ~ \ \ \ / / l
T ~ ~ ~ / A \ \ / r ~'p\ \ \ \ \ \ XE\M AR~FE T B
i ° 0(10) lEVE1 SPREADER ENTRANCE N1DTH EXIT WIDTH / \ J, ~ ~ \ \ - ~ / / / / Cy\ \ \ \ \ \ R~MIO AND
ouTIET # ~ ualcTH O ~ I ,xpo ~ ~ ~ ` \ ~ . , / / / \ 4 \ \ \ \ \ ~fl EXT #'I S~ OF' (
o FES-1 9.07 40 10' 3 ` ~ 3~° / / / / ° \ \ V A CON ON / / ~ ~ ~ ~ / / / / ^h C~ \ \ \ \ \ \ \ \ \ / / /
~ FES-2 8.36 109' 10' 3' ~ ~ / / / / oo \ \ 123 \ \ \ \ \ \ \ \ ~ ~ / / ~ ` / / / / ~ ~ N/ \ \ \ \ \ \ \ / /
q O~
C a ~ ~ / / / V A \ V A \ V ~ /
= C}Ip~ DINENSONS 1. BOUNDARY SURVEYED BY KENNETH CLOSE IN NORRIS PA IN _ ~ STORN 2. CAPE FEAR BUFFER AND WETLANDS DELINEATED BY SPAULDING do , / p ~ \ ~ ASEN~E T 1 \ \ o \ \ .1 ,
~ CHANNEL w (ft) d (ft) DES OCTOBER OF 2004. ` ~ ~ \ \ \ 1 \ \ i / \ ~ / \ \ \ \ \ DRAWING
~ A 7 1' 100 3. ALL COMMON OPEN SPACE AREAS WILL BE DEDICATED TO do MAINTAINED BY THE HOME O OWNERS ASSOCIATION. THE HOA V8LL BE ESTABLISHED do DOCUMENTS PROVIDED TO THE ~ \
o GRAPHIC SCALE ~ RECORDATION OF THE FlRST PLAT. I d ~ TOWN PRIOR TO THE / , ~ , ~ .r \ \ \ \ \ \ , ~ SHEET \ ~ ~ \ / cl \ \ \ \ ~
n zoo 4. CONTRACTOR SHALL VERIFY THE LOCAl10N OF All EXIS7TNG U11U11ES, AND
In so ° ~ so I I ~ I I NF f11AN?ffl YJ1H NORTH AItEPoCAN GREEN SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS AC11VI11ES.
r GRASS LINED S75/S75 BN TEMPORARY LINER CALL UTILITY LOCATOR SERVICE 48 HOURS PRIOR. v OR APPROVED EQUAL). 5. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN
o OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS. ( IN FEET a 6. A MASTER SIGN APPLICATION WILL BE SUBMITTED PRIOR TO THE FIRST BUILDING PROJECT NUMBER
o i inch = 50 ft PERMIT BEING ISSUED. t \ \ O V FQR'k~V
7. TOWNHOMES DESIGN WILL CONFORM WITH ARCHITECTURAL DESIGN STANDARDS OUTIINED IN
I SECTION 2.07D OF THE LIDO FOR RMF-15. PERMANENT CHANNEL DETAIL v f RUCIK)-N 517-04 T
0
U to

0
- -
- -
\ - ~ ~ / ~ ~ ~ / ~ ~ ILT FENCE TREE PROTECTION o ~ ~
~ 1 ~ ~ ~i (TYP) FENCE (TYF~, 1 ~
\ ~ ~ ~ \ \ c A~1VDS~APE \ ~
i ~~~~~~1~~~
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i 1 / ~ ~ 4 1, ~ ~ I ' ~ ~ ~ 16 ~ 1 - A ~ ~ ~ ' ~ Y ~ ~ ~ ~ ~ ~ ~ ,,\~o::......... off,,,
\ ~ 17 \ \ 1 i ' ~ / \ \ / f ~ ~ -t 18 \ \ 31 w
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CONSTRUCTION ENTR E \ 4, I 0 J s \ 9 ~ ~ ~ ~ ~
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\ 1 I' 41 ~ ~ / M 1 \ 1 ~ 3 ~ X11 1\ / Ji~~i I~ c°v '~"o
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3 PR TEC~ION ~ ( ~42 I \ \ c ~ ~ ( ~ ~ /
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~ - ~ / \ \ 18 ~ 1 l 4
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v~ ~ ~ v \ ~ ~ ~
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v v vv ~ s ~ 1 v A \ ~ ~
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v v \ 1 \ \ ~ ~ 11 , , / I
v \ v v _ ~,v i', ~ f
\ V A ~ ~ \ i i 45
\ \ ~ / \ 1 \V V A V ~ ~ ' ~ 46
vv ~ ~ ~ } ~ A ~ \ VA ~ ~ 4
\ I \ ~ / ~ \ \ VA A ~ ~ ~ ~ 3g \ ~
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\ \ \ \ \ \ ~ \ \
\ ~ \ \ \ 8 J \ \ ~ \ \ \ \ l
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'9 ~ \ A p \ \ \ ~ ~ \ \ I~ ~
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r ~ \ / s ti ~ \ ~ J ~ ~ 1 ~ J
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BttfT/ OUTLET PEE VELOg1Y ~P RAP TYPE THICKNESS \ ` \ 7 ~ 7~
OUTLET plAy, (FPS) L z W x / o, ~ \ i
~ 54=6 8'x4'x18' E CLASS B D ~ /
° FES-1 15 15.3 ( \ \ • CLASS B D50=6') B' x 4' x 18' \ /
FES-9 15 7.5 ( \ ~ 75 m 15 15' 8.5 CLASS 6 (D50=6~ 8' z 4 z 18' ~ - ~ \ i i ~,N~ i~'~I
FES- E ~ ~
° 22 18' 128 CLASS B (D50=6~ 9 x 5 z 18' ~ ~ ~ / \ ~ / i ~ ~ ~
T 1~ 8,3 q.ASS B (D50=6~ 9 x 5 x 18' \ o ~S-2 ~
S-28 18' 4.2 CLASS B (D50=6~ 9 z 5 z 18 ~ / I i
30 18' N/A CLASS 8 (D50=6~ 9' z 5' z 18' \ o
o ~ N \J~~

rn \ o ~ \
~ POST-DEVELOPED Q REQUIRED REQUIRED BASIN SURFACE AREA VOLUME WEIR BASIN
PRE-DEVELOPED DRAINAGEAREA GOVERNING O(10) SURFACE VOLUME DIMENSIONS PROVIDED PROVIDED LENGTH TYPE ~ AFTER GRADINGJSTORM DRAINAGE AREA AREA \ \ DRAINAGE AREA ( \ i ~
~ BASIN DURING CLEARING) DRAINAGE INSTALLATION) c (L x W x Depth) (ft) \ \
~ ( aces (acres} (cfs) (sfl \ \ o (aces) ( ) \ \ \
6,50 2,831 5,400 76' x 38' x 3' 2,888 8,664 10 1 2.5 3.0 ~ 13,680 10 1 \ o A 3.0
4.3 4.7 10.18 4,434 6,460 95' x 48 x 3 4,560 \ I g 4.7 8,214 10 1 n 2 8 6.06 2,640 5,040 74' x 3T x 3' 2,738
a C 2.8 2.6
} BASIN TYPE 1=GRAVEL AND RIP RAP BASIN J_ ~ \ \ \ / try
Q
I
J
N
4 TEMPORARY DIVERSION DITCH ~ 1. Obtain rading permit. Schedule a preconstruction conference with the Town of
o. g SILT FENCE Holly Springs Environmental Specialist.
0 ~--II LIMITS OF DISTURBANCE
F 2. Install gravel construction entrance, temporary diversions, silt fencing, sedimen ~ basins or other measures as shown on the approved plan. Clear only as necessary
o TREE PROTECTION FENCE to install these devices. Seed temporary diversions, berms and basins imme is e y
to after construction. z 0
~ 3. Call for on site inspection by the Town of Holly Springs Environmental ~ i~ l
~ Specialist. to obtain Certificate of Compliance. ~ ' m ~ ~ / ~
0 4. Be in clearing and grubbing. Maintain devices as needed. Install storm sewer, and ~ ~ ~
a protect inlets with block and gravel inlet control.
v °0 5. Stabilize site as areas are brought up to finish grade with vegetation, paling,
ditch linin s, etc. Seed and mulch denuded areas within fifteen (15 days of m 9
rn com letion of any phase of grading. Where storm sewer outfalls extend through ~ i. BOUNDARY SURVEYED BY KENNETH CLOSE INC.. p
PA IN sediment basins, they shall be constructed up to the installed sediment basins. o. Q, CAPE FEAR BUFFER AND WEILANOS DELINEATED BY SPAULDING do NORRIS, N OCTOBER OF 2004.
Y THE HOME 6. The basins shall not be disturbed. upon stablization of all upstream drainage 3. ALL COMMON OPEN SPACE AREAS WILL BE DEDICATED TO do MAINTAINED B ~r /
- THE areas, sediment basins may be removed and the storm sewer run extended to final i OWNERS ASSOCIAIIQN. THE HOA WILL BE ESTABLISHED dt DOCUMENTS PROVIDED TO
IOR TO THE RECORDATION OF THE FIRST PLAT. length. v TOWN PR \ ~ / ~ ~ ~ \ ~ \ \ ~ i DRAWING
~ 4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES, AND 7, When construction is complete and all areas are stabilized completely, call the d SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTINTIES. Town of Holl S rin s for inspection by Environmental Specialist.
n a uni,ec ooiro Y p g
n CALL UTILITT ON AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN
any temporary resulting bare diversions, silt fencing, sediment basins, 5. ALL CONSTRUCTION 8. If site is approved, or remove STANDARDS. areas. GRAPHIC SCALE j OF HOLLY SPRINGS DESIGN AND CONSTRUCTION ' SCALE C-6
m 6. A MASTER SIGN APPLICATION WILL BE SUBMITTED PRIOR TO THE 100 200 ca+smucnar eNm,wce R~EV~ ~ Lam, PROJECT NUMBER
9. When vegetation has become established, call for final site inspection by the so 0 25 so goo PERMIT BEING ISSUED. o TOWNHOMES DESIGN WILL CONFORM WITH ARCHITECTURAL DESIGN STANDARDS OUTLINED IN Town of Holly SP rings Environmental Specialist.
7.
Ul) o SECTION 2.07D OF THE U04 FOR RMF-15. ~ A FEE-IN-LIEU OF LAND DEDICATION WILL BE PAID AT A RATE OF $846.00 PER UNIT 10. Obtain a Certificate of Completion. 8 ( IN FEET ) Eff
1 inch = 50 ft. 50 N T~ uc~u~a 517-04
c N
V.

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~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~
- / FFE= FFE 41.7 341'7 \ \ \ FF{~ - _ ~ ~ ~ / 341.7 3 ~ ~ 34 F> ~ ~ / 341.0 \ _ ~.Z ~ ~ 0_Q £ ~ \ \ ` ~ ~ 39.3
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x c R S 0 _ A \ \ ~ 1 I ~ ~ ~ \ ~ \ ~ S \ \ 1 0
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NEW 12" WATER LINE GRAPHIC SCALE r~ \ \ ~ , \ \
EXISTING 6" WATER LINE ~ o ~ ~ ~ \ \ \ 8~8\ \ ~
TO BE ABANDONED \ \ \ ~
\ \ ~ ~ \ ~ \ \ ~ \ \
{ IN FEET } ~ \ ~ ~
1 inch = 50 ft. H
i inch = 5 it
375 375 I I
I i I ~
j i ~ i i ~
i I ~ i
i 0~ J
i ~ 370 ! ! 7 30 N
~ ~ L POIN ELEV 340.3 IGH P T E = 342 07 N LOW JOINT V = 3 7.47 ~
LO POINT 5TA = 13+84. B H GH POI T STA 16+1 .68 N 4i LOW P~ NT ST = 18 51.55 ~ Q ~ ~ ' ? ~ W
P STA 12+2 .23 PVI ST = 13+{,84.98 ~ PVI A = 1 +40.68 P STA = 18+99.7 PVI STA = 0+96.1 ~ P? i ~ ~ ~ o N Q
N VI =341. ; ~'I PVI ELEV = 339,96 I I PVI LEV = 4252 m ~ I _ ~ _ P ' ELEV 334.7 P ELEV 347.2 ~ ~ ~ ~ ~ ~ ~ M i ~ ~ ~ a ~ a
~ A.D. 4.00 A. - 2.00 ! A D. - - .00 E 65 ~ 3 K = 37.50 K 75. = 30. 0 A.D. 9.35 D. = 1.35 I ~ N `f w c~ ~ d - _ M II 365 ~?ha ~ z s j K- 8.33 ~ K-5.05 MY zz~ a"~i ~ 9 z ~o
~ ~ ~ I i } o ~ 150 ' vc I' ' ~ 13o.a' v 120.0' >rc I ' 265.Q' VC ~ ' ' 80.0 VC ' p ? I II ~ o = ~ a ~ ~ ~ o
m = ~ I G' N ! i ro I »>i wmW ~ W w - ZZZ poQ t ~ x Y
0 4 ~ ~ ~ a n ~ 00 0 ~ ~ 1 o g~ ~ !fin o ! g ~n n r ~,°r nao ~ m kaa c ~ ~ ~
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O O O N I ~ I + r1 F ON n I 360 I n ~ ~ it W m ~ ~ 360
W O~ o ! mm w m N r (I ~ N ~ I ~ m N ZO ~ ~ ~ y~ II ~ ~ i 5 m I r7
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TOTAL SITE AREA: 80.41 ACRES
RIVER BASIN: CAPE FEAR SITE IMPERVIOUS TOTALS:
SITE IMPACT TOTALS: STREAM ID: UT TO LITTLE BRANCI E BRANCH
STREAM INDEX 18-7-6-1-1 PERMANENT WETLAND IMPACTS: Multi-Famil Section Im ervious Area: 6.83 acres Y p Q
STREAM CLASSIFICATION: C ° w Multi-Family Section Impervious Cover Percentage: 41.62 /o ~
Accumulated Area: 0.2707 Acres SUBBASIN: 03-06-07
USGS CATALOGING UNIT: 03030004
TEMPORARY WETLAND IMPACTS: Sin le-Famil Section Im ervious Area usin estimated MAXIMUMS im ervious area: 17.14 acres N g y p g p ~
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PERMANENT STREAM IMPACTS: 291.11 LF Total Site Impervious Area using estimated MAXIMUM impervious area: 2.97 acres
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TEMPORARY STREAM IMPACTS: 46.32 LF o~ x
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