20041712 Ver 1_Complete File_20041022

?OF W ATF9 p Nlichael F. Easley, Governor
William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
DWua)
. -? Alan W. Klimek, P.E. Director
Division of Water Quality
December 13, 2004
DWQ Project # 04-1712
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Richard J. Babcock
Covenant Developers
701 East Six Forks Road ??
Raleigh, NC 27609
Subject Property: Holly Glen Phases 2 & 3 t
Evergreen View Drive
Holly Springs, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Babcock:
On October 22, 2004, the Division of Water Quality (DWQ) received your application dated October 22,
2004 to impact 0.1291 acres of wetlands and 106 linear feet of streams to construct the proposed
residential subdivision. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 21-1.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Water Quality Certification
You have proposed impacts to wetlands and streams, but have not stated which 404 Permit or 401
Water Quality Certification you intend to use to impact these streams (see PCN - Page 5 of 13
Section I.2.). Please state which permit and certification you intend to use. You may want to
contact the U.S. Army Corps of Engineers (USACE) to determine which permit they will allow you
to use. Please state which Permit (Nationwide, Regional or General) number you intend to use.
2. Impact Justification (Avoidance and Minimization)
Under Section VII of your application you did not provide a "justification" for the impacts as
requested within this section. The Wetland and Stream Impact Map shows two road crossings over
the same stream, approximately 700 feet apart. It appears that the southern road crossing, which is
impacting 0.0421 acres of wetlands and 65 linear feet of streams, may be able to be eliminated, as
sufficient road access could be made available by incorporation into Phase II the roads shown to the
south, which are part of Phase IV.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: htto://h2o.enr.state.nc.us/ncwetlands
NorthCarolina
,/ alut-ally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Applicant:
Page 2 of 2
Date:
3. Intermittent vs. Perennial Stream Impacts
According to the PCN, all impacts to the stream at the site involve an intermittent stream. How was
the determination made that the stream is in fact intermittent vs. perennial? Please provide
documentation of the determination of the regulatory status of the stream.
4. Aquatic Life Passage Provisions
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each culvert.
Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall
be removed and re-installed correctly.
Please provide plans and specifications to ensure that the culvert(s) are designed to meet these
requirements.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and to Eric Kulz at the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
John Dorney,
DWQ, Wetlands / 401 Unit
JRDIEWK
Enclosures:
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Scott Mitchell - Spaulding and Norris
Triage Check List
Date: a-4 boy Project Name: \ C?1 a?3
DWQ#: OLt- ijia
County: (JC'
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO ike Horan
From: 3?b Telephone : (919) _333-9I dU
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
'9Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: tic dr I' kQ - PIeaSe c,--Y%yv,.c;? k444 Sp.? C t.tQ
U0
O? W AT ?9Q
O? G
> ^ _Psi
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 15, 2005
Bill Clark Homes of Raleigh, LLC
PO Box 31028
Raleigh, NC 27622-1028
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project 4 04-1712
Wake County
Subject Property: Holly Glen Phases 2 & 3 c/o Covenant Developers
Norris Branch [03-06-07, 18-7-5-1, C]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.0849 acres of wetlands and 41 feet of streams for the
purpose of a residential subdivision at the subject property; as described within your application
dated October 22, 2004 and received by the N.C. Division of Water Quality (DWQ) on October
22, 2004 and all additional information submitted and received on February 8, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). In
addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control and Non-discharge regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlands
NoW` Carolina
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An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Billy Clark Homes or Raleigh, LLC
Page 2 of 4
3/15/05
Amount Approved (Units) Plan Location or Reference
Stream 41 (feet) WL-1.0
404 Wetlands 0.0849 (acres) WL-1.0
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the
project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
Billy Clark Homes or Raleigh, LLC
Page 3 of 4
3/15/05
return the attached certificate of completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Written Stormwater Management Plan
An additional condition is that a final, written stormwater management plan (including a
signed and notarized Operation and Maintenance Agreement) shall be approved in
writing by this Office before the impacts specified in this Certification occur per
Condition No. 4 in GC No. 3402. The stormwater management plan must include
worksheets, plans and specifications for stormwater management facilities that are
appropriate for surface waters classified as Class C and designed to remove 85% TSS
according to the most recent version of the NC DENR Stormwater Best Management
Practices Manual. These facilities must be designed to treat the runoff from the entire
project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the subject site, the facilities (as approved
by this Office) shall be constructed and operational, and the stormwater management plan
(as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No
changes to the structural stonmwater practices shall be made without written authorization
from the Division of Water Quality.
The above condition shall apply unless it is demonstrated in writing to the satisfaction of
this Office that the impervious area of the entire, built-out project shall be less than 30%
and that there are no pockets of high-density development with concentrated impervious
area over 30% area within the project such as, but not limited to, commercial areas,
multi family, clubhouses, maintenance areas, etc.
7. Construction Stonnwater Pennit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically
issued to the project. This General Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or more acres],
full compliance with permit conditions including the sedimentation control plan, self-
monitoring, record keeping and reporting requirements are required. A copy of this permit
and monitoring report forms may be found at
http:///12o.enr.state.nc.uslsu/Forms Documents.hon.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
Billy Clark Homes or Raleigh, LLC
Page 4 of 4
3/15/05
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in
Raleigh at 919-733-9721 or Eric Kulz in the DWQ Raleigh Regional Office at 919-571-4700.
Sincerely,
Alan W. Klimek, P.E.
AWKIdae
Enclosures: GC 3402
Certificate of Completion
cc: Shawn Guyer-Spaulding & Norris, PA, 972 Trinity Road, Raleigh, NC 27607
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 041712HollyGlen2and3(Wake)401
MEMORANDUM
TO: John Dorney Regional Contact: Frig Kulz
Non-Discharge Branch WQ Supervisor: }den Squster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Holly Glen Phases 2 & 3 c/o Covenant Developers
Project Number 04 1712
Recvd From APP
Received Date 10/22/04
Project Type residential S/D

Stream
CI
County Wake
County2
Region Raleigh
Permit Wetland Wetland Wetland Stream ass Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
Stream Impacts (ft.)
t_fa_Ip
•it-i Wilw I
39 Stream O Y O N 18-7-5.5 ?? 30,607. 0.13 106.00 ?-
Mitigation Wetland
MitigationType Type Acres Feet
I F_ I F_
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Recvd By Region
cc: Regional Office
Central Office Page Number 1
SPAULDING &. NORRIS, P.A. D 4117
? 2-
Design Consultants
y L j/7 St 7990
972 Trinit Road ; ••
Raleigh, North Carolina 27607 '- FAX 919. ??/.7925
Transmittal
Y?'ETLANDS AtdD STOfih4?YATER BRANCH
Date: 02.o8.2005 Job. No: 501-04
To: NC Division of Water Oualitv, Central Office
2,21 Crabtree Boulevard
Raleigh NC 27604-2260
Attn: John Dorney
Re: Addendum to PCN Application for Holly Glen Phases 2&S, Holly Springs, NC
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
02.08.200,ri Completed PCN Application Package Addendum
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 Mr. Dorney - Please find attached 7 copies of the completed PCN Application
Addendum for Phases 2&q of Holly Glen PUD located in Holly Springs. Wake County NC.
IWA I I t 2.
Civil Engineering & Planning
v
Feb nary 8, 2005
Mr. John Dorney F ?t3 q - 2005
NC Division of Water Quality DENR - WAi ER QUALITY
Central Office `rrTLR@S tj@ STORMNATER B1Mi0N
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604 - 2260
Re: Addendum to Pre-Construction Notification Application Form for Holly Glen
Phases 2 & 3, Holly Springs (Wake County), DWQ Project # 04-1712
Dear Mr. Dorney,
Attached you will find the Addendum to the PCN Application Form for Phases 2 and 3 of
Holly Glen PUD in Holly Springs (TVake County). This addendum is comprised of
revisions, including the removal of the southernmost of the two previously proposed
stream crossings. The proposed project will provide 68 residential lots within the
existing Holly Glen PUD. The proposed layout is illustrated on the attached Holly Glen
Phases 2 and 3 - Wetland and Stream Impact Map (Drawing Sheet WL-1.0).
Previously permitted or constructed impacts for existing portions of the PUD were not
available to Spaulding & Norris, PA (S&N), at the time of the preparation and submittal
of this PCN Application Package Addendum. Hence, at the direction of Mrs. Jennifer
Burdette with the Raleigh Regulatory Field Office of the US Army Corp of Engineers,
S&N investigated the remainder of the PUD for existing impacts. No wetland impacts
were observed. However, one stream impact was discovered on Hollymont Drive, just
south of the existing traffic circle. The existing culvert in this location measures 120
linear feet from the far end of each flared end section. The average stream width in the
location of this impact is 3 feet.
The proposed impacts required for the development of Phases 2 and 3 of the PUD are
listed below:
Wetland Impacts
Permanent 0.0756 acre
Temporary 0.0093 acre
Stream Impacts
Permanent 31 linear feet
Temporary 10 linear feet
These proposed impacts are required for the construction of a road crossing and the
associated storm drainage systems.
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
The origiva.l development plan (Holly Glen East Phases 2 and 3 - Grading and Storm
Drainage, Draw,bT Sheet C-3.0, dated June 6, 2004) for this project is attached for your
reference. As illustratt4, the original plan included three wetland and stream crossing
locations. However, to minimize impacts, first the middle crossing (see attached - Holly
Glen East Phases 2 and 3 - Grading and Storm Drainage, Drawing Sheet C-3.0, dated
October 6, 2004) and then the southernmost crossing were eliminated from the
development plan. Additionally, several lots within the original development plan would
require grading within wetland and/or stream boundaries. The development plan requires
no wetland impacts for lot fill and actually reduces the overall proposed lot count by two.
The original plan (Drawing Sheet C-3.0, dated June 6, 2004) had 70 lots where the
revised plan (Drawing Sheet WL-1.0) has 68 lots. The proposed road impacts are
required by the Town of Holly Springs for community interconnectivity with the future
Phase 4 of Holly Glen PUD. Phase 4 is immediately east of proposed Phases 2 and 3.
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
Offic.2 Use Only: Form VuCsSon May 2002
USACE Action ID No. DWQ No. V 12,
1
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check It ft&bZvfl
II. Applicant Information FEB 8 )!@#
? z
Owner/Applicant Information
p oos
, ` - WAT,,?n _
Mailing Address: PO Box 31028 °?°?2titWa Ney
Raleigh, North Carolina 27622-1028
Telephone Number: 919.852.5999 Fax Number: 919.852.0505
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, P.A.
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: shawnns ap uldingnorris.com
Page 5 of 13
Ili. Project Information
Attach a v 60ty map clearly showing the location of the property with respect to local-
landmarks such as toums, 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: Holly Glen Phases 2 & 3
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0648.01-18-1539
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Holly Glen Phases 2 & 3
Directions to site (include road numbers, landmarks, etc.): From US-1 South, take NC-55
exit for Fuquay-Varina. Travel South on NC-55 for 5.5 miles. Turn right onto Avent Ferry
Road. After 1.3 miles, turn right onto Holly Meadow Drive. After 0.6 miles, turn right onto
Evergreen View Drive. Site is immediately to the right, on the East side of Evergreen View
5. Site coordinates, if available (UTM or Lat/Long): 78.85955 West (Longitude),
35.64247 North (Latitude)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 22.73
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Utley Creek (Steam Index
#18-7-5.5, Classification: C)
8. River Basin: Cape Fear (Subbasin 03-06-07)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 13
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 majority of the site is covered by mature totcst. _
Proper`i: s to the south and west of the subject property are currently developed portions of
the existing i!olly Glen PUD. Properties to the north and east are currct?tly imimnroved
forest land.
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 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.
Prior jurisdictional determinations and/or permits were not available at the time of submittal of
this PCN Application. However, at the direction of Ms. Jennifer Burdette with the USACE, the
existing portions of the PUD were evaluated to estimate existing impacts. One stream crossing
was discovered during the evaluation of the existing PUD. The measured length of this stream
impact is 120 linear feet and the stream has an average width of 3 feet. No additional stream or
wetland impacts were identified. Ms. Burdette verbally approved the Phase 2 & 3 wetland and
stream delineation on August 17, 2004. The wetland delineation survey has not been submitted
to the USACE for approval and sib
A PCN Application was submitted to the USACE and NC DM on October 22, 2004. The
USACE approved the project on December 6, 2004 (USACE AID #200520258). On December
13, 2004 Mr. Ken Shuster of NC DWQ issued a letter requesting additional information. A
response was submitted on December 29, 2004. The layout of the subdivision was modified,
based on DM comments, removing the southernmost stream crossing to further minimize the
stream and wetland impacts. This application is a revision of the application submitted on
October 22, 2004, reflecting the modifications associated with the removal of the southernmost
stream crossing.
Page 7 of 13
V. Future Project Plans
.tze 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 site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts are for the
installation of a road crossing and associated storm drainage system.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 (Permanent) Storm Drainage 0.0035 No 10 Forested Wetland
1 (Temporary) Storm Drainage 0.0009 No 10 Forested Wetland
2 (Permanent) Road & Drainage 0.0721 No 0 Forested Wetland
2 (Temporary) Road & Drainage 0.0083 No 0 Forested Wetland

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
" 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httplhvww.fcma.rov.
'** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.64 acres (Phases
2&3only)
Total area of wetland impact proposed: 0.0849 acres (0.0756 ac Perm.; 0.0093 ac Teni .)
Page 8 of 13
3. Individually list all intermittent and perennial stream impacts b_-1ow:
Strc:,.m Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
2 (Permanent) Road & Drainage 31 UT to Utley Creek 2 feet Intermittent
2 (Temporary) Road & Drainage 10 UT to Utley Creek 2 feet Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and afler, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
Nvww.mapqucst.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 41 if (31 If Perm.; 10 l
Temp.)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name of Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
Page 9 of 13
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
infot:,_ation related to site constraints such as topography, building ordinances, access'
ibHt
"; y, 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 original layout for Phases 2 & 3 of the subdivision included three crossings of the
wetland/intermittent stream complex. A copy of the original layout is attached for your
reference (Holly Glen East Phases 2 and 3 - Grading and Storm Drainage Drawing Sheet C-
3.0, dated June 6. 2004. The layout was revised eliminating one of the three crossings to
minimize impacts. The revised layout is illustrated on Holly Glen East Phases 2 and 3 -
Grading and Storm Drainage. Drawing Sheet C-3.0 dated (October 6 2004) Additionally, two
lots from the orig•n?yout were abandoned to minimize impacts
Following the December 6, 2004 DWQ Request for Additional Information the layout was
further modified (as shown in Holly Glen Phases 2 and 3 - Wetland and Stream Impact Map
Drawing Sheet WL-1.0 , removing the southernmost stream crossing This modification g read
reduced the stream and wetland impacts.
The remaining crossing is required by the Town of Holly Springs for purposes of community
interconnect ivity. Impacts from the storm drainage easement are required to provide positive
drainage for the stormwater collection system. All wetland and stream areas that do not have
impacts proposed will be protected by standard erosion control and/or tree protection measures
as approved by the Town of Holly Springs.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 10 of 13
VII. Impact Justification (Avoidance and Minimization)
0-

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
infoilpation related to site constraints such as topography, building ordinances, accessib ity, 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 original layout for Phases 2 & 3 of the subdivision included three crossings of the
wetland/intermittent stream complex. A copy of the original layout is attached for your
reference (Holly Glen East Phases 2 and 3 - Grading and Storm Drainage. Drawing Sheet C-
3. 0, dated June 6. 2004). The layout was revised, eliminating one of the three crossings to
minimize impacts. The revised layout is illustrated on Holly Glen Fast Phases 2 and 3 -
Grading and Storm Drainage, Dra?ving Sheet C-3.0 dated (October 6, 2004). Additionally, two
lots from the original layout were abandoned to minimize impacts.
Following the December 6, 2004 DWQ Request for Additional Information the layout was
further modified (as shown in Holly Glen Phases 2 and 3 - Wetland and Stream Impact Map
Drawing Sheet WL-1.0 , removing the southernmost stream crossing. This modification greatly
reduced the stream and wetland impacts.
The remaining crossing is required by the Town of Holly Springs for purposes of community
interconnect ivity. Impacts from the storm drainage easement are required to provide positive
drainage for the stormwater collection system. All wetland and stream areas that do not have
impacts proposed will be protected by standard erosion control and/or tree protection measures
as approved by the Town of Holly Springs.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 10 of 13
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 proecssing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be piaccA on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetIands/strmgide.litml.
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.
No mitigation is proposed for proposed impacts.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 11 of 13
If yes, has the document review been finalized by the State Clearings:--:!se? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 None 3
2 None 1.5
Total None
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
Page 12 of 13
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus totai acreage on the site.
Discuss stormwater controls proposed in order to protcit surfice waters and wetlands
downstream from the property.
The total area of the project site is 22.7256 acres. One soil path is the only impervious surface
currently existing on the site. The soil path will be abandoned during the development of the
site. Proposed streets and sidewalks total 2.3481 acres. 30 percent of the total acreage equals
6.8177 acres. This leaves 4.4696 acres of allowed impervious surfaces for lots before the 30
percent threshold is exceeded. The proposed development plan includes 68 lots, which equates
to allowed impervious surfaces of 2,863 ft2 per lot. The average impervious surface per lot in
this neighborhood is far less than 2,863 ft2. Hence, no stormwater BMPs are proposed for this
project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated by Holly Glen Phases 2 & 3 will be collected by the Town of Holly
Springs sanitary sewer system and treated at the Utley Creek Wastewater Treatment Plant.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
08 Zoo',
Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Civil Engineering.??_ Planning
AGENT AUTHORIZATION f, ORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name: 151LU CLAIZV_ 14riMn-S ol= lid LZI- 611-1 u-L
Address: p o 2&66 31 a Zg'
f, ALEtiGH g- 2- l 0 2 g
Phone: 919- E55-2--S11-11
Project Name/Description: Holly Glen Phases 2&3 (Residential Housing Development)
Date: Z - `4- v 5?
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: Ms. Jennifer Burdette
Field Office: Raleigh Regulatory Field Office
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A.,
to act on my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc., from this day forward.
This the day of FEBeuYA 20 o S
This notification supercedes any previous correspondence concerning the agent for this
project.
NO] AAaM 5
PRINT Owner's Name
WJAL=?_?PR6PE Owner's Signature
Cc: Mr. John Dorney
NCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
X47
690 000
FEET

Cem
78°52130"? 693 2040000 FEET 194
y? Mapped, edited, and published by the Geological Survey
Control by USGS, NOS/NOAA, and North Carolina Geodetic Survey
Topography by photogrammetric methods from aerial photographs
taken 1973. Field checked 1974
Projection and 10,000-toot grid ticks: North Carolina coordinate
system (Lambert conformal conic). 1000-meter Universal
Transvers,: ".^ercator grid ticks, zone 17. shown in blue
1927 North Amer :ten Datum.
The difference between " ?n7 North American Datum and North An enc;in
Datum of 1983 (NAD 83) for 7 - ute intersections is given in USGS
Pullelin 1875 The NAD 83 is shown by • hyd corner ticks
Red tilt indicates areas in which only landmark Uu,:"np5 are shown
e may be private inholdings within the boundaries of
the Nation.; :. nr^atin,nS ;hnwn on this map
Purple hatching indicates areas to be submerged
-JO JV
1
MN 1000 0
1 GN E?
I V 545 QvA? 1
E3
IN MILS APei NG?
23 MILS r
UTM GRID AND 1981 MAGNETIC NORTH
nECLINATION AT CENTER OF SHEET rill
Revisions shown in purple and woodland compiled in
cooperation with State (it North Carolina agencies from DE
aerial photographs taken 1984 and .;l- sources. This A FOLDER DES(
^formation not field checked. Map edited i? r
3 r"" -
972 Trinity Road * Raleigh, North Carolina 27607? Phone: [phone] Fax: [phone]
Decciabcr 29, 2004
Mr. Ken Shuster
NC Division of Water Quality
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: Request for Additional Information for Holly Glen Subdivision Phases 2 & 3
Holly Springs, Wake County, North Carolina
r DWQ Project # 04-1712
I
Dear Mr. Shuster,
This letter is in response to your request for more information dated December 13, 2004, regarding Holly Glen Subdivision,
Phases 2 & 3 in Holly Springs. Our responses to your requests for additional information are as follows:
1) {rater Quality Certification.
We intend to use Nationwide Permit #39 for the proposed impacts to streams and wetlands.
2) Impact Justifu ation (Avoidance and Minimization)
We are currently discussing alternative layouts to minimize the stream and wetland impacts. The layout of the Phases
has already been modified once to significantly reduce the impacts. The original layout is illustrated in Holly Glen
East Phases 2 & 3 -Grading and Storm Drainage (Draiving Sheet - C-3.0). This original layout included three
connections to Phase 4 that were reduced to two in the current layout.
3) Intermittent vs. Perennial Stream Impacts
The determination that the stream is intermittent was made based on visual observations of the site in recent months;
where the stream was dry.
4) Aquatic Lire Passage Provisions
The stream on the site does not have a continuous channel. There are several areas where the stream channel
disappears into a wetland area and then reappears on the downslope side of the wetland. The two proposed impact
areas were located at these gaps in the stream. Holly Glen East Phases 2 & 3 - Grading and Storm Drainage
(Drawing Sheet - C-3.0) more clearly shows the locations of the stream segments in these areas. Since the roads are
crossing wetland areas and not continuous stream channel, aquatic life passage provisions were not deemed necessary.
Thank you in advance for your time spent reviewing this additional information. Do not hesitate to contact me if you have
questions, comments or concerns about this information or other portions of the application.
Sincer y,
Scott Mitchell, PE, LSS
Environmental Engineer / Soil Scientist
cc: Cindi Karoly, DWQ Wctland/401 Certification Unit
?OF W aTF9O s '• Michael F. Easley, Governor
,0 G [=-- r 27 2004 William G. Ross Jr., Secretary
r DEC North Carolina Department of Environment and Natural Resources
0 .? Alan W. Klimek, P.E. Director
Division of Water Quality
December 1.3, 2004
DWQ Project # 04-1712
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Richard J. Babcock
Covenant Developers
701 East Six Forks Road
Raleigh, NC 27609
Subject Property: Holly Glen Phases 2 & 3
Evergreen View Drive
Holly Springs, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Babcock:
On October 22, 2004, the Division of Water Quality (DWQ) received your application dated October 22,
2004 to impact 0.1291 acres of wetlands and 106 linear feet of streams to construct the proposed
residential subdivision. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Water Quality Certification
You have proposed impacts to wetlands and streams, but have not stated which 404 Permit or 401
Water Quality Certification you intend to use to impact these streams (see PCN - Page 5 of 13
Section I.2.). Please state which permit and certification you intend to use. You may want to
contact the U.S. Army Corps of Engineers (USACE) to determine which permit they will allow you
to use. Please state which Permit (Nationwide, Regional or General) number you intend to use.
2. Impact Justification (Avoidance and Minimization)
Under Section VII of your application you did not provide a "justification" for the impacts as
requested within this section. The Wetland and Stream Impact Map shows two road crossings over
the same stream, approximately 700 feet apart. It appears that the southern road crossing, which is
impacting 0.0421 acres of wetlands and 65 linear feet of streams, may be able to be eliminated, as
sufficient road access could be made available by incorporation into Phase 11 the roads shown to the
south, which are part of Phase IV.
Raleigh Regional Office ?vufll al?lf
1628 Mail Service Center, Raleigh, North Carolina 27699-1628
WW Barrett Drive, Raleigh, North Carolina 27609
Phone: [phone] /FAX 919-571A718
An Equal Opportunity/Affirmative Action Employer - 50% Recyded/10% Post Consumer Paper
Covenant Developers
Page 2 of 2
12/13/2004:
3. Intermittent vs. Perennial Stream I npacts
According to the PCN, all impacts to the stream at the site involve an intermittent stream. How was
the determination made that the stream is in fact intermittent vs. perennial? Please provide
documentation of the determination of the regulatory status of the stream.
4. Aquatic Life Passage Provisions
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each culvert.
Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall l
be removed and re-installed correctly.
Please provide plans and specifications to ensure that the culvert(s) are designed to meet these
requirements.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and to Ms. Cyndi Karoly of the Wetlands/401 Certification Unit (2321 Crabtree Blvd., Raleigh NC,
27604-2260). If we do not hear from you within three weeks, we will assume that you no longer want to
pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly (919-733-1786) or Eric Kulz (919-
571-4700) if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Z?X?
Ken Shuster
Water Quality Regional Supervisor
cc: Wetland/401 Certification Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Scott Mitchell - Spaulding and Norris
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project / Site: HLlly Glen Phases 2 & 3 Date: - 8-17-2004 q
Applicant / Owner: Covenant Developers County: Wake
Investigator: Scott Mitchell & Shawn Guyer State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styracitlua TR FAC+ 9.
2. Accr rubrum TR FAC 10.
3. Ulmus alata SS FACU+ 11.
4. Carya cordiformis SS FAC 12.
5. Oucrcus alba SS FACU 13.
6. Carya ovata SS FACU 14.
7. Smilax rotundifolia VI FAC 15.
8. Vitis rotundifolia VI FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 63
Remarks:
Hydrophytic Vegetation Present
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
-Saturated In Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
_ Drainage Patterns in Wetlands
- Depth of Surface Water: N/A (in.) Secondary Indicators:
Oxidized Roots Channels In Upper 12"
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
Wetland Hydrology Not Present
- . SOILS
Map Unit Name
(Series and Phase): Drainage Clw, ,___
k
Taxonomy (Subgroup): Confirm "tipped Type? Yes___
No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) ( Munsell Moist) Abundance/Contrast Structure, etc.
0-11 A 10YR 5/8 7.5 YR 4/6 10% Sandy Loam
11-18+ Bt 2.5Y 4/4 10YR 3/6 15% Clay Loam
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in SandySoils
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 X No
Wetland Hydrology Present? Yes No X
Hydric Soils Present? Yes No X
Remarks:
Data compiled near flag 54A.
Is the Sampling Point
Within a Wetland? Yes_ No X
a
1
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)

Project / Site: Holly Glen Phases 2 & 3 _ Date: 8-17-2004
Applicant/ Owner: Covenant Dcvclopcrs County: Wake
Investigator: Scott Mitchell & Shawn Guyer State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styriciflua TR FAC+ 9. Carex spp. HR FACW
2. Liriodcndron tuliyifera TR FAC 10. Smilax rotundifolia V1 FAC
3. Accr rubrum TR FAC 11.
4. Liquidambar styraciflua SS FAC+ 12.
5. Oucrcus alba SS FACU 13.
6. Peltandra virginica HR OBL 14.
7. Impatiens caMnsis HR FACW 15.
8. Juncus efTusus HR FACW+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 90
Remarks:
Hydrophytic Vegetation Present
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
x Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
x Drift Lines
Field Observations: _ Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
Oxidized Roots Channels In Upper 12"
Depth to Free Water in Pit: 1 (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) x FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland Hydrology Present
SOILS.
Map Unit Name i
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes
No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munseli Moist) Abundance/Contrast Structure, etc.
0-3 A 2.5Y 4/2 N/A N/A Sandy Clay Loam
3-14 B1 25Y 4/2 7.5YR 3/4 5% Clay Loam
14-18+ B2 2.5Y 4/2 2.5Y 6/5 5% Silty Clay Loam
Hydric Soil Indicators:
_ Histosoi _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer In SandySoils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
x Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric Soils Prescnt
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Remarks:
Data compiled near flag 57B.
Is the Sampling Point
Within a Wetland? Yes X No
U

U.S. ARMY CORPS OF ENGINEERS '11 15F51 7;!,
E-)
WILMINGTON DISTRICT
Action ID: 200520258 County: Wake'JAN 6 2005
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Covenant Developers --••-••..- :.:,.,,,,k:,.
Mailing Address: 701 East Six Forks Road
Raleigh, North Carolina 27609
Authorized Agent: Spaulding & Norris, PA-
Attn: Scott Mitchell
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone No.: [phone]
Telephone No.: [phone]
Location of property (road name/number, town, etc.): The property is approximately 23 acres in size and located on
the cast side of Evergreen View Drive, approximately 0.6 miles north of it intersection with SR. 1115 southwest of
Holly Springs, Wake County, North Carolina.
Site Coordinates: 35.6409 °N 78.8601 °W
Waterway: Utley Creek
USGS Quad: Apex, NC
River Basin: Cape Fear RUC: 03030004
Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes
mechanized land clearing, excavation, placement of fill, grading, and installation of culverts for two road crossings
and drainage casements associated with construction of the proposed Holly Glen Phases 2 & 3.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Kevin Yates at telephone [phone], ext 30.
c
Corps Regulatory Official Date: 12/06/2004 Verification Expiration Date: 12/06/2006
Copy Furnished:
Page 1 of 2
- ; Determination of Jurisdiction:
® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area
This preliminary determination is"not an appealable action under the Regulate Program Administrative Appeal Process
(Reference 33 CFR Part 331).
Li `There are Navigable Waters of the United States within the above described project area 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 maybe relied upon for a period not to exceed five years from the date of this
notification.
? There are waters of the US and/or wetlands within the above described project area 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.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID: ).
Basis of Jurisdictional Determinate
Corps Regulatory Official -? Date: 12/06/2004 Determination Expiration Date:
6/29/2009
Summa ofAutltorized Tmnack and Renuired Mitinnt;an
Action ID NWP / GP Open Water ac Wetland ac Unim octant Steam 1 Important Stream (if)
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520258 39 0.1116 0.0175 20 86

Impact Totals 0 0 0.1116 0.0175 0 0 20 86
Total Loss of Waters of the U.S. ac 0.0175 Total Loss of Waters of the U.S. 1 86
Required Wetland Mitigation ac Required Stream Mitigation (if) 1 0
Additional Remarks and/or Special Permit Conditions:
* Please note that above date reflects the day the work was authorized due to lapse of 45-day review as outlined in
the PCN notification requirements - see Condition 13, 67 Fcd.Reg. 2090 (Jhnuary 15, 2002).
r

Page 2 of 2
OXk 17 t 2
Civil Engineering & Planning
February o, 2005
Mr. John Dorney
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604 - 2260
FE& 3 20 D
of o5
I4 ?
ANpSMD
StoNR,4RrELIry
RQawctl
Re: Addendum to Pre-Construction Notification Application Form for Holly Glen
Phases 2 & 3, Holly Springs (Wake County), DWQ Project # 04-1712
Dear Mr. Domey,
Attached you will find the Addendum to the PCN Application Form for Phases 2 and 3 of
Holly Glen PUD in Holly Springs (JVake County). This addendum is comprised of
revisions, including the removal of the southernmost of the two previously proposed
stream crossings. The proposed project will provide 68 residential lots within the
existing Holly Glen PUD. The proposed layout is illustrated on the attached Holly Glen
Phases 2 and 3 - Wetland and Stream Impact Map (Drawing Sheet WL-1.0).
Previously permitted or constructed impacts for existing portions of the PUD were not
available to Spaulding & Norris, PA (S&N), at the time of the preparation and submittal
of this PCN Application Package Addendum. Hence, at the direction of Mrs. Jennifer
Burdette with the Raleigh Regulatory Field Office of the US Army Corp of Engineers,
S&N investigated the remainder of the PUD for existing impacts. No wetland impacts
were observed. However, one stream impact was discovered on Hollymont Drive, just
south of the existing traffic circle. The existing culvert in this location measures 120
linear feet from the far end of each flared end section. The average stream width in the
location of this impact is 3 feet.
The proposed impacts required for the development of Phases 2 and 3 of the PUD are
listed below:
Wetland Impacts
Permanent 0.0756 acre
Temporary 0.0093 acre
Stream Impacts
Permanent 31 linear feet
Temporary 10 linear feet
These proposed impacts are required for the construction of a road crossing and the
associated storm drainage systems.
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
The original d,.:,-?onment plan (Holly Glen East Phases 2 and 3 - Grading and Storm
Drainage, Drawing Sneer ('-3.0, dated June 6, 2004) for this project is attached for your
reference. As illustrated, the a; ;bnal plan included three wetland and stream crossing
locations. However, to minimize impacts, first the middle crossing (see attached - Holly
Glen East Phases 2 and 3 - Grading and Storm Drainage, Drawing Sheet C-3.0, dated
October 6, 2004) and then the southernmost crossing were eliminated from the
development plan. Additionally, several lots within the original development plan would
require grading within wetland and/or stream boundaries. The development plan requires
no wetland impacts for lot fill and actually reduces the overall proposed lot count by two.
The original plan (Drawing Sheet C-3.0, dated June 6, 2004) had 70 lots where the
revised plan (Drawing Sheet WL-1.0) has 68 lots. The proposed road impacts are
required by the Town of Holly Springs for community interconnectivity with the future
Phase 4 of Holly Glen PUD. Phase 4 is immediately east of proposed Phases 2 and 3.
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

Office Use Only: Form Version May 2002
USACF Action ID No. DWQ No. Dl? M ? 2
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Bill Clark Homes of Raleigh, LLC
Mailing Address: PO Box 31028
Raleigh, North Carolina 27622-1028
Telephone Number: 919.852.5999 Fax Number: 919.852.0505
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, P.A.
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: shawnnspauldingnorris.com
Page 5 of 13
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:- Holly Glen Phases 2 & 3
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0648.01-18-1539
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Holly Glen Phases 2 & 3
Directions to site (include road numbers, landmarks, etc.): From US-1 South take NC-55
exit for Fuquay-Varina Travel South on NC-55 for 5.5 miles Turn right onto Avent Ferrrv
Road. After 1.3 miles turn right onto Holly Meadow Drive. After 0.6 miles turn right onto
Evergreen View Drive. Site is immediately to the right on the East side of Evergreen View
Drive.
5. Site coordinates, if available (UTM or Lat/Long): 78.85955 West (Lon itude)
35.64247 North (Latitude)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 22.73
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Utley Creek Steam Index
#18-7-5.5: Classification: C)
8. River Basin: Cape Fear (Subbasin #03-06-07)
(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.nc.us/admiii/maps?/.)
Page 6 of 13
The original dG-VC!npment plan (Holly Glen East Phases 2 and 3 - Grading and Storm
Drainage, Drawing Sheet C-3.0, dated June 6, 2004) for this project is attached for your
reference. As illustrated, the on ;anal plan included three wetland and stream crossing
locations. However, to minimize impacts, first the middle crossing (see attached - Holly
Glen East Phases 2 and 3 - Grading and Storm Drainage, Drawing Sheet C-3.0, dated
October 6, 2004) and then the southernmost crossing were eliminated from the
development plan. Additionally, several lots within the original development plan would
require grading within wetland and/or stream boundaries. The development plan requires
no wetland impacts for lot fill and actually reduces the overall proposed lot count by two.
The original plan (Drawing Sheet C-3.0, dated June 6, 2004) had 70 lots where the
revised plan (Drawing Sheet IVL-1.0) has 68 lots. The proposed road impacts are
required by the Town of Holly Springs for community interconnectivity with the future
Phase 4 of Holly Glen PUD. Phase 4 is immediately east of proposed Phases 2 and 3.
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
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. Dl' M 12.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Bill Clark Homes of Raleigh, LLC
Mailing Address: PO Box 31028
Raleigh, North Carolina 27622-1028
Telephone Number: 919.852.5999 Fax Number: 919.852.0505
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, P.A.
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: shawnnspauldingnorris.com
Page 5 of 13
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: Holly Glen Phases 2 & 3
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0648.01-18-1539
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Holly Glen Phases 2 & 3
Directions to site (include road numbers, landmarks, etc.): From US-1 South, take NC-55
exit for Fuquay-Varina. Travel South on NC-55 for 5.5 miles. Turn right onto Avent Ferry
Road. After 1.3 miles, turn right onto Holly Meadow Drive. After 0.6 miles, turn right onto
Evergreen View Drive. Site is immediately to the right, on the East side of Evergreen View
Drive.
5. Site coordinates, if available (UTM or Lat/Long): 78.85955 West (Lon ig tudgl
35.64247 North (Latitude)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 22.73
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Utley Creek (Steam Index
#18-7-5.5, Classification: C)
8. River Basin: Cape Fear (Subbasin #03-06-07)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 13
9. Describe the existing conditions on the site and general land use in the vicinity of the project
z:t the time of this application: The majority of the site is covered by mature forest. _
Properties to the south and west of the subject property are currently developed portions of
the existing Holly Glen PUD. Properties to the north and east are currently unimproved
forest land.
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 single family homes.
IV. Prior Projcct 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.
Prior jurisdictional determinations and/or permits were not available at the time of submittal of
this PCN Application. However, at the direction of Ms. Jennifer Burdette with the USACE, the
existing portions of the PUD were evaluated to estimate existing impacts. One stream crossing
was discovered during the evaluation of the existing PUD. The measured length of this stream
impact is 120 linear feet and the stream has an average width of 3 feet. No additional stream or
wetland impacts were identified. Ms. Burdette verbally approved the Phase 2 & 3 wetland and
stream delineation on August 17, 2004. The wetland delineation survey has not been submitted
to the USACE for approval and sib
A PCN Application was submitted to the USACE and NC DM on October 22, 2004. The
USACE approved the project on December 6, 2004 (USACE AID #200520258). On December
13, 2004 Mr. Ken Shuster of NC DWQ issued a letter requesting additional information. A
response was submitted on December 29, 2004. The layout of the subdivision was modified,
based on DWQ comments, removing the southernmost stream crossing to further minimize the
stream and wetland impacts. This application is a revision of the application submitted on
October 22, 2004, reflecting the modifications associated with the removal of the southernmost
stream crossing;.
Page 7 of 13
'. 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 site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts are for the
installation of a road crossing and associated storm drainage system.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 (Permanent) Storm Drainage 0.0035 No 10 Forested Wetland
1 (Temporary) Storm Drainage 0.0009 No 10 Forested Wetland
2 (Permanent) Road & Drainage 0.0721 No 0 Forested Wetland
2 (Temporary) Road & Drainage 0.0083 No 0 Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://xvw-kv.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.64 acres (Phases
2 & 3 only)
Total area of wetland impact proposed: 0.0849 acres (0.0756 ac Perm.: 0.0093 ac Tend.)
Page 8 of 13
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
T)-, e of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Streu:u
Before Impact Perenntai cr..
Intermittent?
leasespecify)
2 (Permanent) Road & Drainage 31 UT to Utley Creek 2 feet Intermittent
2 (Temporary) Road & Drainage 10 UT to Utley Creek 2 feet Intermittent

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
NNI"Iy.usgs.goV. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.coin,
wwlv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 41 if (31 if Perm., 1 D l
Temp.)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
Page 9 of 13
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 original layout for Phases 2 & 3 of the subdivision included three crossings of the
wetland/intermittent stream complex. A copy of the original layout is attached for your
reference (Holly Glen East Phases 2 and 3 - Grading and Storm Drainage, Drawing Sheet C-
3,0,_ dated June 6. 200!0. The layout was revised, eliminating one of the three crossings to
minimize impacts. The revised layout is illustrated on Holly Glen East Phases 2 and 3 -
Grading and Storm Drainage, Drawing Sheet C-3.0 dated (October 6. 2004). Additionally, two
lots from the original layout were abandoned to minimize impacts.
Following the December 6, 2004 DWO Request for Additional Information, the layout was
further modified (as shown in Holly Glen Phases 2 and 3 - Wetland and Stream Impact Map
Drawing Sheet WL-1.0 , removing the southernmost stream crossing. This modification rg eatly
reduced the stream and wetland impacts.
The remaining crossing is required by the Town of Holly Springs for purposes of communitx
interconnect ivit . Impacts from the storm drainage easement are required to provide positive
drainage for the stormwater collection system. All wetland and stream areas that do not have
impacts proposed will be protected by standard erosion control and/or tree protection measures
as approved by the Town of Holly Springs.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 10 of 13
If mitigation is required for this project, a copy of the mitigation plan .Y nst be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lackkig a required mitigation plan or NCWRP concurrence shall be placed on bold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc.us/ncwetIands/strmgide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed for proposed impacts.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 11 of 13
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
cop; of the NEPA or SEPA final approval letter.
Yes ? No ?
X.
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 None 3
2 None 1.5
Total None
• Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 12 of 13
XI. Stormwater (required by DWQ)
D.-,scribe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of the project site is 22.7256 acres. One soil path is the only impervious surface
currently existing on the site. The soil path will be abandoned during the development of the
site. Proposed streets and sidewalks total 2.3481 acres. 30 percent of the total acreage equals
6.8177 acres. This leaves 4.4696 acres of allowed impervious surfaces for lots before the 30
percent threshold is exceeded. The proposed development plan includes 68 lots, which equates
to allowed impervious surfaces of 2,863 ft2 per lot. The average impervious surface per lot in
this neighborhood is far less than 2,863 ft2. Hence, no stormwater BMPs are proposed for this
project.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated by Holly Glen Phases 2 & 3 will be collected by the Town of Holly
Springs sanitary sewer system and treated at the Utley Creek Wastewater Treatment Plant.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Oz/o
Zoo
Applicant/Agent's Signature \_/ / Date'
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Civil Engirwering & Planniing
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER
Name: gty; CL.2t- i4r/mr-s of l Ll C w LL-C--
Address: p o 9666 3 10 2g'
'??rl.E1GH f?? Z?b22 '?02g
Phone: 919 - E552--S111 I
Project Name/Description: Holly Glen Phases 2&3 (Residential Housing Development)
Date: Z '-1- b 5-
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: Ms. Jennifer Burdette
Field Office: Raleigh Regulatory Field Office
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Spaulding & Norris, P.A.,
to act on my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc., from this day forward.
This the 6k i3. day of Fr=Bev,s&d 20 0 rj
This notification supercedes any previous correspondence concerning the agent for this
project.
J401/1 AAam 5
PRINT Owner's Name
PROPERTY Owner's Signature
Cc: Mr. John Dorney
NCDENR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Phone: [phone] ? Fax: [phone] ? 972 Trinity Road ? Raleigh, North Carolina 27607
3<
690 0(
FEE
39,
394
37'30'41 Mapped, edited, and published by the Geological Survey
?a? Control by USGS, NOS/NOAA, and North Carolina Geodetic Survey
Topography by photogrammetric methods from aerial photographs
taken 1973. Field checked 1974
Projection and 10,000-foot grid ticks: North Carolina coordinate
system (Lambert conformal conic). 1000-meter Universal
Transversc '!Iercator grid ticks, zone 17. shown in blue
1927 North Ame; :-n Datum.
The difference betweeii 1?1)7 North Amiencan Datum and Noi th Anierwr )n
Datum of 1983 (NAD 83) for 7 ;. : oe intersections is given in USGS
Bulletin )875 The NAD 83 is shown by °hud corner ticks
Red tilt indicates areas in which only landmark Uw; 9S are shown
e may be private rnholdings within the boundaries of
the Natror ai :. r aligrS ?hnwn on this map
Purple hatching indicates areas to be submerged
MN
11 IN V545 000
7° i N
f2 4 MILSI I. IT 1
APex n1c."
23 MILS
UTM GRID AND 1987 MAGNETIC NORTH
nECL1NATION AT CENTER OF SHEET
Revisions shown n purple and woodland compiled in
cooperation with State of North Carolina agencies from
aerial photographs taken 1984 and „!6-r sources. This
rformation not field checked. Mai) edited i:? ,

1
1000 0
t
E3
rHl
DE
A FOLDER DES(

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DATA FORM
ROUTINE WETLAND DETERMINATION
11987 COE Wetlands Determination Manual)
q
Project / Site: Holly Glen Phases 2 & 3 Date: 8-17-2004
Applicant / Owner: Covenant Developers County: Wake
Investigator: Scott Mitchell & Shawn Guyer State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liguidambar sbncitlua TR FAC+ 9.
2. Acer rubrum TR FAC 10.
3. Ulmus alata SS FACU+ 11.
4. Carva cordiformis SS FAC 12.
5. Ouercus alba SS FACU 13.
6. CaW ovata SS FACU 14.
7. Smilax rotundifolia V1 FAC 15.
8. Vitis rotundifolia vi FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 63
Remarks:
Hydrophytic Vegetation Present
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
-Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: N/A (in.)
) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland Hydrology Not Prescnt
SOILS
Nlmp Unit Name
(Series and. Phase):
IIII Drainage Class:_
Taxonomy (Subgroup), Confirm Aapped Type:? Yes
No
Profile Descrintion:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) ( Munsell Moist) Abundance/Contrast structure, etc.
0-11 A 10YR 5/8 7.5 YR 4/6 10% Sandy Loam
11-18+ Bt 2.5Y 4/4 10YR 3/6 15% Clay Loam
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in SandySoils
_ Sulfidic Odor Organic Streaking In Sandy Solis
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? Yet X No
Wetland Hydrology Present? Yes No X
Hydric Soils Present? Yes No X
Remarks:
Is the Sampling Point
Within a Wetland? Yes_ No X
Data compiled near flag 54A.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Holly Glen Phases 2 & 3 _ Date: 8-17-2004
Applicant / Owner: Covenant Developers County: Wake
Investigator: Scott Mitchell & Shawn Guyer State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua TR FAC+ 9. Carex snp. HR FACW
2. Liriodendron tttlipifera TR FAC 10. Smilax rotundifolia V1 FAC
3. Acer rubrum TR FAC 11.
4. Liquidambar styraciflua SS FAC+ 12.
5. Quercus alba SS FACU 13.
6. Peltandra virginica HR OBL 14.
7. Impatiens capensis HR FACW 15.
8. Juncus cffusus HR FACW+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 90
Remarks:
Hydrophytic Vegetation Present
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
x Saturated In Upper 12"
X No Recorded Data Available _ Water Marks
X. Drift Lines
Field Observations: _ Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
Oxidized Roots Channels In Upper 12"
Depth to Free Water in Pit: 1 (in.) x Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) x FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland Hydrology Present
SOILS.
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes
No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) AbundancelContrast Structure, etc.
0-3 A 2.5Y 4/2 N/A N/A Sandy Clay Loam
3-14 B1 2.5Y 4/2 7.5YR 3/4 5% Clay Loam
14-18+ B2 2.5Y 4/2 2.5Y 6/5 5% Silty Clay Loam
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in SandySoils
_ Sulfidic Odor Organic Streaking In Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors _ Other (Explain In Remarks)
Remarks:
Hydric Soils Present
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Remarks:
Is the Sampling Point
Within a Wetland? Yes X No
Data compiled near flag 57B.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTO14 DISTRICT " ` 4^
Action ID: 200520258 County: Wake'JAN 6 2005
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Covenant Developers •F ._.•<-...._ ;..,.,,; u"j
Mailing Address: 701 East Six Forks Road
Raleigh, North Carolina 27609
Authorized Agent: Spaulding & Norris, PA
Attn: Scott Mitchell
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone No.: [phone]
Telephone No.: [phone]
Location of property (road name/number, town, etc.): The property is approximately 23 acres in size and located on
the cast side of Evergreen View Drive, approximately 0.6 miles north of it intersection with SR. 1115 southwest of
Holly Springs, Wake County, North Carolina.
Site Coordinates: 35.6409 °N 78.8601 °W USGS Quad: Apex, NC
Waterway: Utley Creek River Basin: Cape Fear
HUC: 03030004
Description of projects area and activity (see page 2 for a summary of authorized impacts): This permit authorizes
mechanized land clearing, excavation, placement of fill, grading, and installation of culverts for two road crossings
and drainage casements associated with construction of the proposed Holly Glen Phases 2 & 3.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or arc under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvaWpermits.
. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Kevin Yates at telephone [phone], cxt 30.
Corps Regulatory Official aA? - Date: 12/06/2004 Verification Expiration Date: 12/06/2006
Copy Furnished:
Page 1 of 2
-' s Determination of Jurisdiction:
® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area
This preliminary determination is`not an appealable action under the Regulatu Program Administrative Appeal Process
(Reference 33 CFR Part 331).
C.1 ` T here are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 ref 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 US and/or wetlands within the above described project area 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.
? The jurisdictional areas within the above described project area have been identified under a previous action. Please reference the
jurisdictional determination issued on (Action ID: ).
Basis of Jurisdictional Determinati
Corps Regulatory Official Date: 12/06/2004 Determination Expiration Date: 6/29/2009
Summa of Authorized Imnacts and Renuired Mitinntinn
Action ID NWP / GP Open Water ac Wctland ac Unim ortant Steam 1 Important Stream If)
# # Temporary Permanent Temporary Permanent Temporary Permanent Temporary Permanent
200520258 39 0.1116 0.0175 20 86

Impact Totals 0 0 0.1116 0.0175 0 0 20 86
Total Loss of Waters of the U.S. ac 0.0175 Total Loss of Waters of the U.S. 1 86
Required Wetland Mitigation ac Required Stream Miti ation 1 0
Additional Remarks and/or Special Permit Conditions:
* Please note that above date reflects the day the work was authorized due to lapse of 45-day review as outlined in
the PCN notification requirements - see Condition 13, 67 Fed.Reg. 2090 (Jhnuary 15, 2002).
r
Page 2 of 2
WA
TF9Q j Michael F. Easley, Governor
27 2004 William G. Ross Jr., Secretary
0) r DEC North Carolina Department of Environment and Natural Resources
O .? Alan W. Klimek, P.E. Director
Division of Water Quality
December. 13, 2004
DWQ Project # 04-1712
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Richard J. Babcock
Covenant Developers
701 East Six Forks Road
Raleigh, NC 27609
Subject Property: Holly Glen Phases 2 & 3
Evergreen View Drive
Holly Springs, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Babcock:
On October 22, 2004, the Division of Water Quality (DWQ) received your application dated October 22,
2004 to impact 0.1291 acres of wetlands and 106 linear feet of streams to construct the proposed
residential subdivision. The DWQ has determined that your application was incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive the additional information requested below, we will have to move toward denial of your
application as required by 15A NCAC 211.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may continue to
review your project.
Additional Information Requested:
1. Water Quality Certification
You have proposed impacts to wetlands and streams, but have not stated which 404 Permit or 401
Water Quality Certification you intend to use to impact these streams (see PCN - Page 5 of 13
Section I.2.). Please state which permit and certification you intend to use. You may want to
contact the U.S. Army Corps of Engineers (USACE) to determine which permit they will allow you
to use. Please state which Permit (Nationwide, Regional or General) number you intend to use.
2. Impact Justification (Avoidance and Minimization)
Under Section VII of your application you did not provide a "justification" for the impacts as
requested within this section. The Wetland and Stream Impact Map shows two road crossings over
the same stream, approximately 700 feet apart. It appears that the southern road crossing, which is
impacting 0.0421 acres of wetlands and 65 linear feet of streams, may be able to be eliminated, as
sufficient road access could be made available by incorporation into Phase H the roads shown to the
south, which are part of Phase IV.
Raleigh Regional Office
1628 Mail Service Center. Raleigh, North Carolina 27699-1628
38W Barrett Drive, Raleigh, North Carolina 27609
Phone: [phone] FAX [phone]
N x Caro ina
Natiandy
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Covenant Developers
Page 2 of 2
12/13/2004:
3. Intermittent vs. Perennial Stream 111pacts
According to the PCN, all impacts to the stream at the site involve an intermittent stream. How was
the determination made that the stream is in fact intermittent vs. perennial? Please provide
documentation of the determination of the regulatory status of the stream.
4. Aquatic Life Passage Provisions
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each culvert.
Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall
be removed and re-installed correctly.
Please provide plans and specifications to ensure that the culvert(s) are designed to meet these
requirements.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and to Ms. Cyndi Karoly of the Wetlands/401 Certification Unit (2321 Crabtree Blvd., Raleigh NC,
27604-2260). If we do not hear from you within three weeks, we will assume that you no longer want to
pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly (919-733-1786) or Eric Kulz (919-
571-4700) if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
A??
Ken Shuster
Water Quality Regional Supervisor
cc: Wetland/401 Certification Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Scott Mitchell - Spaulding and Norris
972 Trinity Road 4 Raleigh, North Carolina 27607+ Piione: (919) 854-7 1.1*Fax: [phone]
Decc.abcr 29, 2004
Mr. Ken Shuster
NC Division of Water Quality
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: Request for Additional Information for Holly Glen Subdivision Phases 2 & 3
Holly Springs, Wake County, North Carolina
DWQ Project # 04-1712
Dear Mr. Shuster,
This letter is in response to your request for more information dated December 13, 2004, regarding Holly Glen Subdivision,
Phases 2 & 3 in Holly Springs. Our responses to your requests for additional information arc as follows:
1) {Pater Quality Certification
We intend to use Nationwide Permit #39 for the proposed impacts to streams and wetlands.
2) Impact Justification (Avoidance and Minimization)
We are currently discussing alternative layouts to minimize the stream and wetland impacts. The layout of the Phases
has already been modified once to significantly reduce the impacts. The original layout is illustrated in Holly Glen
East Phases 2 & 3 -Grading and Storm Drainage (Drawing Sheet - C-3.0). This original layout included three
connections to Phase 4 that were reduced to two in the current layout.
3) Intermittent vs. Perennial Stream Impacts
The determination that the stream is intermittent was made based on visual observations of the site in recent months;
where the stream was dry.
4) Aquatic Life Passage Provisions
The stream on the site does not have a continuous channel. There are several areas where the stream channel
disappears into a wetland area and then reappears on the downslope side of the wetland. The two proposed impact
areas were located at these gaps in the stream. Holly Glen East Phases 2 & 3 - Grading and Storm Drainage
(Drawing Sheet- C-3.0) more clearly shows the locations of the stream segments in these areas. Since the roads are
crossing wetland areas and not continuous stream channel, aquatic life passage provisions were not deemed necessary.
Thank you in advance for your time spent reviewing this additional information. Do not hesitate to contact me if you have
questions, comments or concerns about this information or other portions of the application.
Sinccr y,
Scott Mitchell, PE, LSS
Environmental Engineer / Soil Scientist
cc: Cindi Karoly, DWQ Wetland/401 Certification Unit
Dec 29 04 02:54p SPRULDING&NORRIS, PA [phone] p•2
972 Trinity Road* Raleigh, North Carolina 276074 Phone: [phone]+ Fax: [phone]&5
December 29, 2004
Mr. Ken Shuster
NC Division of Water Quality
Raleigh itch ienal Otliee
3800 Barrett Drive
Raleigh, NC 27609
tie; Request For Additional Information for Holly Glen Subdivision Phases 2 & 3
Holly Springs, Wake County, North Carolina
DWQ Project tt 04-1712
Dear Mr. Shuster,
This letter i% in response to your request for more iu6unnation dated December 13, 2004, regarding Holly Glen Subdivision,
Phases 2 & 3 in Holly Springs. Our responses to your requests for additional information are as follows;
I) )Voter Ql"Xiv Certification.
We intend to use Nationwide Permit 039 for the proposed impacts to streams and wetlands.
1) Impact .Iustircation (Araidance and itlinirni.atiun)
We are currently discussing alternative layouts to rninimize the stream and wetland impacts. The layout of the Phases
has already been modified once to si€nificatttly reduce the impacts. The original layout is illustrated in Holly Glen
East Phases 2&, 3 - Grading uud Storar Drainago (1)rawing Sheet - C-3.0). This original layout included three
connections to Phase 4 that were reduced to two in the current layout.
3) Intermittent vs. Perennial Stream Impacts
Me determination that the stream is intermittent was made based oil visual observations of the site in recent months;
where the stream was dry.
4) aquatic I.Ift Passage Provisions
The stream on the site does not have a continuous channel. There are several areas where the stream channel
disappears into a wetland area and then reappears on the downslope -side of the wetland- The two proposed impact
au eas were located at these gaps in the stream. Holly Glen Fast Plruscs 1 & 3 - Grading and Storrn Drairtctge
(Drawing Short- C-3.0) more clearly shows the locations of the stream segments in these areas- Since the roads are
crossing wetLind areas and not continuous stream channel, aquatic life passage provisions were not deemed necessary.
Thank you in advance for your time spent reviewing this additional information. Do not hesitate to contact me if you have
questions, comments or concerns about this information or other portions of the application.
Sines y,
Scott Mitchell, PE,1..SS
Environmental L-;ngineer / tioil Scientist
cc: Cindi Karoly, DWQ Welland/401 Certification Unit
DEC-29-2004 WED 13:15 TEL:[phone] NAME:DWO-WETLANDS P. 2
Of r
Dec 29 04 02:54p SPAULDING&NORRIS, PA [phone] p•1
972 Trinity Road+Raleigh, North Carolina 276070 Phone: [phone]+ Fax: [phone]
FAX TRANSMITTAL
Uate:_?/29/04 ,
Project No_: 501,-04
To: Ken Shuster Office No.: 919.571.4700
Company: NC DWO_ Raleigh Regional Office Fax No.:_. 919.571.471.8 _
(From:-, Shawn_ Guyer, Spaulding & Norris, PA
RC:_ Holly Glen Phases 2 & 3, Response to Renuest for Additional Information
DWQ Project # (14-1712
Number of Pages: 2_ (Including this cover sheet)
Remarks: Mr. Shuster, please find attached a copy of our response to your request
for additional information dated December 13, ?0041br Holly Glen Phases 2 & 3. located
in Holly Sprin,s, North Carolina.
Please call us il` you have any Questions re ,,arding this, letter.
Copy To:.. Cindi Karol DW We(lands/401 Certification Unit
DEC-29-2004 WED 13:14 TEL:[phone] NAME:DWQ-WETLANDS PI• 1
QC@G-DIG'
Date: 10/22/2004 Job. No: 501-04 G
To: NC Division of Water Quality, Central Office O C T 2 2 2.004
2321 Crabtree Boulevard DENR - WATER QUALITY
A
Raleigh, NC 27604-226o
Attn: John Domey
Re: PCN Application for Holly Glen Phases 2&% Holly Springs, Nc (Wake County)
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
10/22/2004 Completed PCN Application Package
Transmitted for:
® Your use ? Approved as submitted ? Resubmit ? Copies for approval
A kj F `T ? As requested ? Approved as noted E] Submit E] Copies for distribution
R KEIVED ? Review and comment ? Returned for ? Return ? Corrected prints
Remarks Mr. Dorney - Please find attached 7 copies of the completed PCN Application for
the Phases 2&Q of Holly Glen PUD located in Holly Sprint's- Wake County- North Carolina_
Please feel free to contact its if you have any nuestions. Thank you
.
CODV to: C!'rlr-'/-- Shawn Guyer
972 Trinity Road TEL [phone]
Raleigh, North Carolina 27607 j r1 FAX [phone]
, r 0
Transmrti& LLa 1
_ SPAU LDING & NORRIS PA
p
I'lannim-, *Civil I_n incrt?;??? +f:n?ironnwnt<ll - - ?L?
October 22, 2004
Ms. Jennifer Burdette j' 1 ", ' L. _J . J
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Mr. John Dorney
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604 - 2260
0 C T 2 2 2004
t}EnM'DSM SITE QUALITY
Re: Pre-Construction Notification Application Form for Holly Glen Phases 2 & 3
Holly Springs (Wake County)
Dear Ms. Burdette and Mr. Dorney,
.? 7 1
Attached you will find the completed PCN Application Form for Phases 2 and 3 of Holly
Glen PUD in Holly Springs (Wake County). The proposed project will provide 68
residential lots within the existing Holly Glen PUD. The proposed layout is illustrated on
the attached Holly Glen Phases 2 and 3 - Welland and Stream Impact Map (Drawing
Sheet fVL-1.0).
Previously permitted or constructed impacts for existing portions of the PUD were not
available to Spaulding & Norris, PA (S&N ), at the time of the preparation and submittal
of this PCN Application package. Hence, at the direction of Mrs. Jennifer Burdette with
the Raleigh Regulatory Field Office of the US Army Corp of Engineers, S&N
investigated the remainder of the PUD for existing impacts. No wetland impacts were
observed. However, one stream impact was discovered on Hollymont Drive, just south
of the existing traffic circle. The existing culvert in this location measures 120 linear feet
from the far end of each flared end section. The average stream width in the location of
this impact is 3 feet.
Proposed impacts required for the development of Phases 2 and 3 of the PUD are listed
below:
Wetland Impacts
Permanent 0.1116 acre
Temporary 0.0175 acre
Stream Impacts
Permanent 86 linear feet
Temporary 20 linear feet
These proposed impacts are required for the construction oftwo road crossings and their
storm drainage systems.
Phnnc: (911)) 854-7990 • Fax: (911)1 »54.7925 • `)72 Trinity R(,.i,l • Raleigh, North Carolina 27607
The original development plan (Ilol[)(;!t,,r Easl Phases 2 uml3 - Grueling and Slot-tn
Drainage. Dratirin(,Sheet C-3.0) for this project is attached for your reterence. As
illustrated, the original plan included a third wetland and stream crossing location.
However, to minimize impacts, the middle crossing was eliminated trom the
development plan. Additionally, several lots within the original development plan would
require grading within wetland and/or stream boundaries. The revised development plan
requires no wetland impacts for lot fill and actually reduces the overall proposed lot count
by two. The original plan (Drawing Sheet C-3.0) had 70 lots where the revised plan
(Drativing Sheet IVL-1.0) has 68 lots. The proposed road impacts are required by the
Town of Holly Springs for community interconnectivity with the future Phase 4 of Holly
Glen PUD. Phase 4 is immediately east of proposed Phases 2 and 3. S&N is currently
preparing preliminary plans for Phase 4, to be submitted to the Town of Holly Springs on
November 1, 2004, for approval.
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,
Scott Mitchell, PE, LSS
Environmental Engineer / Scientist
Office Use Only: ' n Form Version May 2002
'r.; I
0 , 1
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Covenant Developers
Mailing Address: 701 East Six Forks Road
Raleigh, North Carolina 27609
Telephone Number: 919-833-9702 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: Scott Mitchell
Company Affiliation: Spaulding & Norris, P.A.
Mailing Address: 972 Trinity Road
Raleigh, North Carolina 27607
Telephone Number: 919.854.7990 Fax Number: 919.854.7925
E-mail Address: scottnspauldingnorris.com
Page 5 of 13
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 pla?: 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: Holly Glen Phases 2 & 3
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0648.01-18-1539
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Holly Glen Phases 2 & 3
Directions to site (include road numbers, landmarks, etc.):_ From US-1 South, take NC-55
exit for Fuquay-Varina. Travel South on NC-55 for 5.5 miles. Turn right onto Avent Ferry
Road. After 1.3 miles, turn right onto Holly Meadow Drive. After 0.6 miles turn right onto
Evergreen View Drive. Site is immediately to the right, on the East side of Evergreen View
Drive.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 22
7. Nearest body of water (stream/river/sound/ocean/lake):__ _ UT to Utley Creek
8. River Basin: Cape Fear
(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.tis/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The majority of the site is covered by mature forest.
Properties to the south and west of the subject property are currently developed portions of
Page 6 of 13
the existing Holly Glen PUD. Properties to the north and east are currently unimproved
forest land.
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 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.
Prior jurisdictional determinations and/or permits were not available at the time of submittal of
this PCN Application. However, at the direction of Mrs. Jennifer Burdette with the USACE, the
existing portions of the PUD were evaluated to estimate existing impacts. One stream crossing
was discovered during the evaluation of the existing PUD. The measured length of this stream
impact is 120 linear feet and the stream has an average width of 3 feet. No additional stream or
wetland impacts were identified. Mrs. Burdette verbally approved the Phase 2 & 3 wetland and
stream delineation on Aup-ust 17, 2004. The wetland delineation survey has not been submitted
to the USACE for approval and sign-off.
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 site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 7 of 13
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts are for the
installation of two road crossings and their associated storm drainage systems.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 (Permanent) Storm Drainage 0.0035 No 10 Forested Wetland
I (Temporary) Storm Drainage 0.0009 No 10 Forested Wetland
2 (Permanent) Road & Drainage 0.0721 No 0 Forested Wetland
2 (Temporary) Road & Drainage 0.0083 No 0 Forested Wetland
3 (Permanent) Storm Drainage 0.0006 No 0 Forested Wetland
3 (Temporary) Storm Drainage 0.0015 No 0 Forested Wetland
4 (Permanent) Road & Drainage 0.0354 No 0 Forested Wetland
4 (Temporary) Road & Drainage 0.0067 No 0 Forested Wetland
* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at littp:/hvww. fema. gov.
* * * List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.64 acres (Phases
2 & 3 only)
Total area of wetland impact proposed: 0.1291 acres (0.1116 ac Perm.; 0.0175 ac Temp.)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(please specify)
2 (Permanent) Road & Drainage 31 UT to Utley Creek 2 feet Intermittent
2 (Temporary) Road & Drainage 10 UT to Utley Creek 2 feet Intermittent
4 (Permanent) Road & Drainage 55 UT to Utley Creek 2 feet Intermittent
4 (Temporary) Road & Drainage 10 UT to Utley Creek 2 feet Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 8 of 13
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are avaiible through the USGS at 1-800-358-9616, or online at
www.usas.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., w-\v%v.topozone.com,
www.mmquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 106 if (86 If Perm.; 20 If
Temp.)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres) Name of Water
body
(if applicable) Type of Waterbody

(lake, pond, sound,
estuary,
bay, ocean, etc.)
None

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, ctc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The oriainal layout for Phases 2_& 3 of the subdivision included three crossines of the
wetland/intermittent stream complex. A copy of the original layout is attached for your
reference (Holly Glen East Phases 2 and 3 - Grading and Storm Drainage Drawing Sheet C-
3.0). The revised layout is illustrated on the attached Holly Glen Phases 2 & 3 - Wetland and
Stream Impact Map, Drawing Sheet WL-1.0. One crossing from the original layout was
Page 9 of 13
eliminated to minimize impacts. Additionally two lots from the original layout were abandoned.
The remaining two crossing are required by the Town of Holly Springs for purposes of
community interconnectivity. Impacts from storm drainage easement and swales are required to
provide positive drainage of the stormwater collection system. All wetland and stream areas that
do not have impacts proposed will be protected by standard erosion control and/or tree protection
measures as approved by the Town of Holly Springs.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm,yide.litml.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed for proposed impacts.
Page 10 of 13
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm.' If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 11 of 13
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 None 3
2 None 1.5
Total None
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
XH.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The total area of the project site_is_22.7256_acres. One soil oath is the onlv impervious surface
currently existing on the site. The soil path will be abandoned during the development of the
site. Proposed streets and sidewalks total 2.6042 acres. 30 percent of the total acreage equals
6.8177 acres. This leaves 4.2135 acres of allowed impervious surfaces for lots before the 30
percent threshold is exceeded. The proposed development plan includes 68 lots which equates
to allowed imnervious surfaces of 2.699 ft2 ner lot. The nverarle imnervionq cnrfhnn ner lnt in
tors netgnoornoou is tar Less tnan z,oyy it. Hence, no stormwater bMrs are proposed tor tnts
project.
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 by Holly Glen Phases 2 & 3 will be collected by the Town of Holly
Springs sanitary sewer system and treated at the Utley Creek Wastewater Treatment Plant.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Page 12 of 13
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 13 of 13
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Oct 20 04 03:39P SPRULIIING&NORRIS, PR (9191054-7925
SPAULDING & NORRIS, PA.
.. l't;u?ni?t?; •i.i?•il L,n?uwtrm;,+ •[n? ir,u?n,?nr.il
AGENT AUTHORIZATION FORM.
&L,L 11,ANKS -rO?E FILLED IN BY CURRENT LANDOWNER
Address:
7? 27
Phone: "
Project Name/Deceription: Holly_Qleu Phases-2 & 3. (Besidential Hou , Deyelsmine)
in Holly Springs, North Carolina
Date:
The Department of the Army
US Army Corps ofLn-ineers
Wilmington District
PO Rm 1990
Wilmington, NC 28402-1890
Attn: lvts. Je niter B.}rrdette
Field Office: Ralei v 1Kc Ia Qry
Re: Wetlands Related Consulting & Permitting
To Whom It May Concern'.
1, the current property owner, hereby designate and authorize Spaulding & Norris, P.A.,
to act on my behalf as my agent in the processing of permit applications, to furnish upon
requr.t -uipplemyntal information in support ol'applications, elc., from this dny forward.
This the --,?V day of t _ r!?-C9p
WJVU1
P.2
This notilicatitm supercedes any previous correspondence concerning the agent for this
project.
T u/440 ?.
YKaauG
PRINT Owncr'y Name PRt3P ?TY er's- aturc
cc-ac A" r Cc: M.r. John Dorney
NCDENR - Division of-Water Quality.
401 Wetlands Unit -
1650 Mail Service Center
Raleigh, NC 27699- MO -
(L)i?l ?i4.7990 • h w (011)), "12 Maim R-ld 4 l:nlh iL:li, N-nh l;•u„lln,,17?,07
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11? Mapped, edited, and published by the Geological Survey 1
r
J?rl Control by USGS, NOS/NOAA, and North Carolina Geodetic Survey
' M!+ 1000 0
Topography by photogrammetric methods from aerial photol;raphs
??en 1973 Field checked 1973 V54S QdA_D !
roif-01(n and 10,000 foot grid tick,,: tlotth C irnlm i ?n ...?i !ro ???? ??„
(Lambert a)nforn!.II conic). 10(;i; ?t elcr Unlrr'r ,li mli ;
ans?cr., `-ic.atot i rir1 lip
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i , rl,^,I, Vr'HiLT if11
etl tf int',ir .ttc_, tnt r , r ,:Ir.-h o,iiy i,r;idi;i rk U.,,. Ur
??pudti?rn wltt; ?t.t?. , rrth Carolina ?/},ErCes horn DE
Thl A FOLDER DES(
ut ' ilall.,h- r-.Mini ;hl wn ?)n this tn;ilr ?hi.nslh??n n;,t fielu chci:i:ad- Klan r'ditrd 1
i'uride h-aching indicates areas to be Su';merped
NUMBER 89 L"AhE f_OOI." So« S,3*EY SkIE?' gy St+EET 90
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Holly Glen Phases 2 & 3 Date: 8-17-2004
Applicant / Owner: Covenant Dcvclopcrs County: Wake
Investigator: Scott Mitchell & Shawn Guyer State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua TR FAC+ 9.
2. Acer rubrum TR FAC 10.
3. Ulmus alata SS FACU+ 11.
4. Carva cordiformis SS FAC 12.
5. Qucrcus alba SS FACU 13.
6. Cana ovata SS FACU 14.
7. Smilax rotundifolia vi FAC 15.
8. Vitis rotundifolia vi FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 63
Remarks:
Hydrophytic Vegetation Present
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
-Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland Hydrology Not Present
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
T axonomy (Subgroup): Confirm Mapped Type? Yes
No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) ( Munsell Moist) Abundance/Contrast Structure, etc.
0-11 A 10YR 5/8 7.5 YR 4/6 10% Sandy Loam
11-18+ Bt 2.5Y 4/4 10YR 3/6 15% Clay Loam
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in SandySoils
_ 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 X No
Wetland Hydrology Present? Yes No X
Hydric Soils Present? Yes No X
Remarks:
Is the Sampling Point
Within a Wetland? Yes_ No X
Data compiled near flag 54A.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Holly Glen Phascs 2 & 3 Date: 8-17-2004
Applicant / Owner: Covenant Developers County: Wake
Investigator: Scott Mitchell & Shawn Guyer State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Snecies Stratum Indicator
1. Liquidambar styraciflua TR FAC+ 9. Carex spp. HR FACW
2. Liriodendron tulipifera TR FAC 10. Smilax rohmdifolia VI FAC
3. Acer rubrum TR FAC 11.
4. Liquidambar slyraciflua SS FAC+ 12.
5. Oucrcus alba SS FACU 13.
6. Peltandra virginica HR OBL 14.
7. Impatiens capensis HR FACW 15.
8. Juncus cffusus HR FACW+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 90
Remarks:
Hydrophytic Vegetation Present
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
X Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
x Drift Lines
Field Observations: _ Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 1 (in.) x Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) x FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland Hydrology Present
SOILS
Map Unit Name
(Series and Phase':_ Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes
No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3 A 2.5Y 4/2 N/A N/A Sandy Clay Loam
3-14 B1 2.5Y 4/2 7.5YR 3/4 5% Clay Loam
14-18+ B2 2.5Y 4/2 2.5Y 6/5 5% Silty Clay Loam
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon High Organic Content in Surface Layer in SandySoils
Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime Listed On Local Hydric Soils List
x Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
Hydric Soils Prescnt
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No
Wetland Hydrology Present? Yes X No
Hydric Soils Present? Yes X No
Remarks:
Is the Sampling Point
Within a Wetland? Yes X No,
Data compiled near flag 57B.
i ~ ~
ST~4M DR~UNAGE LEGEND THIS DRAWIAK~ 1S THEPIADPER]YOF ~
SPAIA.DIN6 6 NoRRI P. A. ~
ANO IS NOT TO E~ REPRODUCED OA COPIED IN MHOLE OR IN PART
' ~ PROPOSED RCP NITHOUT PERMISSION.
IT IS NOT TD BE USED ON ANY OTHER PROJECT ANO IS TO BE
PROPOSED CATCN BASIN RETURNED UPON REQUEST. ii
N1 INLET PROTECTION u
PROPOSED FLARED END SECTION • b w
i EX CB TOP 369.26
EX C m EX C o „ EX CB ~M°e!•e°n°°•+M
TOP 3 INVOT' TOP 3 .10 a TOP 368.7 INV 0 T
,~t
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= 7.0 37 69
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a EX CB W 78 I N m I PAD = 37 . 01
EX CB TOP 391.90 ~ = S ! TOP 391.93 ~ INV IN (i) 383. 8 ~ s PAD 379. ^ 1
INV IN 384.78 ~ INV IN .12 INV OUT 384.6 t 383.47 i ~ o'a AD = IB. (p ~
0
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C ~ ~ ~
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D=406. pD•407. •
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406 d OUT 39 , B3 C~i;l1 1. RI
C AD = o AD 380.5 ErdR - ~ ~ ~ ~ .5 ~IAIVDSANDr• • 4~"~!i'r Q01 ~
406 .5 B ~ 40 JR,NYy,~t' ~ ~ ~ ~ ~RBt~yh,Gb o~~ v ~ : D
o { i 1 = o
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S ?
' s 99 ? + ? ? ~ ? • 4 1 ? ? ? ? • ? o
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405. ? ~ V
~ ~ AD•41 Q ~ AD=4140v •0 #2 =394.0 ,
CB ~ , C # ~ # i.) THE CONTRACTOR SHALL CONTACT "NORTH CAR
PD= 0. ~ ' ' OLINA ONE CA _ M LL AT 800-632-4949 ~ ____„_FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 4B HOURS PRIOR ~
• . 4 W TO ANY Z DIGGING. H
, 2.) EXISTING CONDITIONS AND UTILITY SHOWN ARE BASED ON INFORMATION J m PROVIDE 8Y p "
7 P .5 CB NNETH CLOSE G ASSOCIATES. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRI R ¢ 0
TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DESCREPANCIES. Q CONFLICTS V o
s ~ ~ , CON UCTI HE LE INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHA LL
q AD '°D BE RESOLVED TO THE SATISFACTION OF THE TOWN OF HOLLY SPRIN = GS. ~
t 9 a . ~ .Obtain Ian - 3.) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TH E TOWN OF ¢ Obtain Ian - mg perms . Schedu preconstruction OF HOLLY SPRINGS STANDARDS AND SPECIE CATIONS. ~ ~
W . , ~ ~ ' ence M ence wi the Environm ntal Engineer, Jake Taylor. 4.) BOUNDARY AND TOPOGRAPHIC INFOR 2
t0 ~ - ~ - ,Install MAT ON PROVIDED BY KENNETH CLOSE & ASSOCIATES. ~ Install poetry diversions, silt 5.) LAYOUT PROVIDED BY
AD = , sedim BLACKBURN CONSULTING ENGINEERING. v sedim n e t sets or other measures as shown on the 6.) PRIOR TO ANY CONSTRU T " C ION ACTIVITY ON THE SITE, THE APPLICANT WILL HOLD A I•
m t0 ~ roved la ~ D • 00. PP P pproved plan. C ar only as necessary to install these pR _ ~ ~ E CONSTRUCTION CONFERENCE WITH THE TOWN OF HOLLY SPRINGS TAFF. "
v v D 5. 3 #2i after constru tem ora S y m p ry diversions, berms and basins immediately 7, AL W y aft 1 L ATER LINE SHALL BE INSTALLED IN STRICT ACCORDANCE t~ er construction. 'b "
a , , , '3:'Cal 856 75 WITH THE N. C. PL UMBING CODE LATEST EDITION. 2 " C311 856-7548 for onsite inspection by Environmental H i
aos • + • En ineer to i g En sneer to obtain Certifi 8.) 6 PVC SANITARY SEWER SERVICE SHALL BE INSTALLED IN STRICT AC R ¢ 9 cote of Compliance. CO DANCE 3
` ~ 4. Begin clearing W' M WITH THE N. C. PLUMBING CODE LATEST EDITION. a ' Begin clearing and grubbing. Maintain devices as needed. " y ~ ~
P • 4 " ' ` ' ` Rou h rad 9 9 e ' PAD 412.0 • • • • Rough grade site. 9.) NO CHANGES TO ANY ASPECT OF THIS SITE PLAN INCLUDED BUT NOT -
• • + + • • • • + 5. Install storm , 2 y Install storm sewer, if shown, and protect inlets with block and LIMITED TO, LANDSCAPING, GRADING, BUILDING ELEVATIONS (ESPECIALLY J ~
` ' grovel inlet c , ` ` ~ ` ` as shown on grovel inlet controls, sediment traps or other approved measures L COLORS), LIGHTING, OR UTILITIES WILL BE MADE WITHOUT THE APPROVA J ~ as shown on the plan. Begin construction, building, etc. OF THE DEVELOPMENT REVIEW GROUP OF THE DEPARTMENT OF ~
6. Stabilize site Stabilize site as areas are brought up to finish rode with DEVELOPMENT SERVICES. _ ~3
ve etation o g P 9 vegetation, paving, ditch linings, etc. Seed and mulch denuded 10.) THE SITE SHALL BE STABILIZED AN '
areas within D SEEDED PRIOR TO THE ISSUANCE C~ areas within fifteen 15) days of completion of any .phase of OF A CERTIFICA TION OF OCCUPANCY. •
c onstruct~on. construction. ti.) ALL WATER LINES WATER LIN E SERVICES, SANITARY SEWER, SANITARY SEWER
SERVICES, AND STORM DRAINAGE SHALL BE LOCATED WITHIN A ~0' PUBLIC EASEMENT.
0 ~ ~ # Sediment E ' Sediment Basins B do C shall be constructed as shown so as to
~ avoid the w V o ' sediment bas avoid the wetlands. Provide a temporary RCP from to tem ora sediment basins. Storm P .ry sewer run may be completed after site is
stabilized anc stabilized and basins are removed.
7. When c onstru Nhen construction is complete and all areas ore stabilized
' completely, c~ ;ompletely, call 856-7548 for ins ction b Environmental En in ~M~ Pe y g eer.
8, If site is aPP sediment base f site is approved, remove temporary diversions, silt fence, ~t ;ed~ment basins, etc., and seed out or stabilize any resulting bare
areas. All re areas. All remaining permanent erosion control devices such as . _ _ _ _ ^ Q
Velocity dissip relocity dissipators should be installed now. GRAPHIC SCALE 1"-60' V"V, V
9. When vegetati Men vegetation has become established, call for a final site
inspection by nspection by the Environmental Engineer, 856-7548. Obtain a
Certificate of ,ertificate of Completion. 60 0 60 120 180 Cr M~
V1I2 50"

7}dSDRAIN111K~LS1i~EPA0P~1'iY0F ~
STORM DRAINAGE LEGEND SPAULDIN6 6 N0NNI5, P. A.
AND IS NOT TO BE REPHOOUCED OH COPIED IN IRpLE OH IN PART
XI7FI0UT PEINISSION.
PROPOSED RCP IT IS NOT TO BE USED ON ANY OTFEA PHO,IECT M1D IS TO ~
r~TUra~o ura+ n~auESr. s
~o PROPOSED CATCH BASIN
M1 INLET PROTECTION
PROPOSED FLAAED END SECTION
EX CB /2 T 373.89 TOP X9.26
I 369.61
EX C TOP 3 5 EXC NV ~ EX CB g~a w. es i0P 3 .!0 TOP 368.
INV 1 SNV T ~ ~ ..t
EX CB ~ a .
I I t r ` . 1 ~lpl7
I 1 PROP TIER I 37 ~ Lp.
CUR ETA H VE
T FI 0 P E EOU P
Y I ~ ~ y~,~ E IN ~ ~in W • l / rfjy 0
J ~ P - 3 .0 t. /
.0 \ , \
t PAO - 377. PAO - 3 7.
/ i~~~
\C~~!1 ~ ~ c/~/ PAO ' 377.
a EX CB ~
EX CB TOP 39!.90 / pA = 1 TOP 391.93 ~ INV IN (1) 383. / / p • 1 PAD~~ 379. ~g ~ 1 ~ ~ ~ ~ ~ ~ b
INV IN 384.78 o INV IN .12 INV OUT 384.6 T 383.47 ~ ~ ~
r. qp
1 \
CB ~ ~ ~ 8 ~ / 0 PA =402:5 1 ~ ~ ~ ~ J ~ gMrn
- V OUT 38 .OB ~ ~
~_l/ p
~1 9
r~ 'to. ~ - a
- PAD 4 .5 ~ ~ • `1~ 1 IPAp ~ \ /!2 /
10 R A EE s3 7 F ` ~ ~t~ ~t0~728 ~ ~ ~ C F C
405. ~3
EX CB I 1 r ~ AO=~.o ~i~ .l % 3-- ~ p NZ r
- E TOP 400.0 NV INV IN 39 - , °
INV OUT .7 ! - P .0
1
~ ~ ' f36A
f ~ PAD - 407.0 ' D
00
p0 ~ ~ ~ ~ X415 +
Y ° 1 O s
4 1 ~ .5 !0
~0 CB o
D P D ~ .0 v / FES / /
~ ~ PA = 4 5
~ ~ '
C X31 g /35
~ 1 a 32 1 = i
AD 06.5 A 0. CB ~
400
BS ~ NV OUT 39 . - _
~
~ID 403.5 AD =405.0 R~ n" ry g
- PAD =406.0 = ~ ~ PAD ~ PAD =406.5 C
~ as a uU ` ~I ,~~r~~ ~ ~ ~ y~~
CB B r.- ~ FES ~ ~ t
U 39 .8 PAD = 406. D EA = 19.9i6ACRES ~S ~~W ,~:k~~:,-, ~o~~ a ~ _
~
1 P° 15A s ~ -
PAO = 2 PAD =396.0
AD ~ •••-~M ~ - ~ D~-2.0 FOR 5'T0RMDRA/NAGESCf/EDULES M 3'g: ~ ~ 't7
~ PAD = 402. ~o-
- 415.5 ~ PAD ¦ 409.0 ~ ' 5 AD = 402.5 PAD = . 5 ~.-ASS / • LV 1 NER4L NOTES ~ ~
a ~ • _ . ~ B PAD = 414.0 AO 41 .5 9 X26 CB a.••• - ~ a
_ C / ~ , . a . a . • i"~ ~ i.) THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL' AT 800-632-4949 N ~
~ 5 a a - ~ _ F~J ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 4B NOlA4S PRIOR 'w 2 W
CB w aaaaaaaaa?•• • ~ - ~ ~ - TO ANY DIGGING. v, ~ (~j
V ' ~ 100 EA ~ - ~ . ~ 2.) EXISTING CONDITIONS AND UTILITY SHOWN ARE BASfO ON INFORMA770N PROVIDE BY W
~ FL N ~ ~IENNETH CLOSE 6 ASSOCIATES. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR 'A Z ~ ~ ~ ` ~ TO STARTING CONSTRUCTION AAA NOTIFY THE ENGII~ER OF ANY ~SCREPANCIES. CONFLICTS v, V ~ ~
s+.~ ° ~ ~ - INVOLVING P(~LIC MATER, SANITARY SfWER, AND STORM DRAINAGE CONSTRUCTION SHALL
J a ~ ~ ~ ~ ~ ~ BE RESOLVED TO Tf/E SATISFACTION OF THE TOWN OF HOLLY SPRINGS. ~
C ~ ~ ~ ~ 3.) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE MITH THE TONN OF
4 ~ ~ • i. / a a ~ V ~ ~ a • . \ OF HOLLY SPRINGS STAA~ARDS AND SPECIFICATIONS. a g
CB .a.. ~~'g~ . /33 ° ~ ..aa,. ~ , i ~ 4.) BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY KENNETH CLOSE 6 ASSOCIATES.
5.) LAYOUT PROVIDED BY BLACKBURN CONSULTING ENGINEERING. I~
V?~ ~ PROPOSED PAD = g •~IfAL ~ 6.) PRIOR TO ANY CONSTRUCTION ACTIVITY ON THE SITE, THE APPLICANT WILL HOLD A 'y 1.
/ / ~L i r ~ PRE-CONSTRI~TI~V CONFERENCE NIlN THE TOWN OF IDLY SPRIl~iS STAFF. y ~ a
P ' AD = AD = 2.5 B ~ - - - 7.) ALL WATER LINE SHALL BE INSTALLED IN STRICT ACCORDANCE q ~
h ~ WITH THE N. C.PLI~IBZNG CODE LATEST EDITION. ?Z~ ~ i
• PAD = 414. .:!~:'s~' - 8.) 6' PVC SANITAAY SEWER SERVICE SHALL BE INSTALLED IN STRICT ACCORDANCE Q
WITH TFIE N. C. PLIIMBIlJ6 CODE LATEST EDITION. y 9.) NO CHAI~iES TO ANY ASPECT OF THIS SITE PLAN, INCLUDED 8UT NOT
/ • • ? :y • ? • LIMITED I0, LAI~SCAPING, GRADING, BUILDING ELEVATIONS (ESPECIALLY w j Z Y
? a 4 a . COLORS), LIGHTING, OR UTILITIES MILL BE MADE MITHOUT THE APPROVAL ~ ~ ~
a ? ? a a ' a 44 OF THE DEVELOPMENT REVIEM GROUP OF THE DEPARTMENT OF rR
f - DEVELOPMENT SERVICES. v ~
100 50.1 THE SITE SHALL 8E STABILIZED AND SEEDED PRIOR TO Tf~ ISSUANCE ~ ~
10 YEAR ACKNL n - FL0O LINE S A~iE..FLEV• ' i- ~ OF A CERTIFICATION OF OCCUPANCY. ~ 3
s S1.) ALL NATfR LIDS, MATER LINE SERVICES, SANITARY SEMER, SANITARY SEMER
SERVICES AND STORM DRAINAGE SHALL BE LOCATED MIrHIN A 20' PI/BLIC EASEMENT. O

~
n \ t aLIMII~
\ Sf£ET
\ i ~ \ /
~
raeaNTr. sreia ~•_an~ L~tS_~
'ROW NNW - IRW
so PAO"T MBA 0 60 120 180
t ~ , ,
o1 501-04
i

j
THIS DRAWING IS THE PF~OPERIY OF ~
STnRM ~AINAGE LEGEND a SPAULDIN6 S NOAAIS, P. A.
AND IS NDT TO BE REPRODUCED OA COPIED IN MHOLE OR IN PART MITHOUT PEANISSION.
' PROPOSED RCP
IT IS NOT TO BE USED ON ANY OTFER PROJECT AND IS TO BE
a RETURNED UPON AEOUEST. 0
PROPOSED CATCH BASIN N1 INLET PAOTECTION
a
a
PAOPOSEO FLARED EMD SECTION EX ce
TDP 369.26
EX C 0~1 O ~ EXC EX CB ~Mg01?OOAOaM~
TOP 3 . ! INV T TOP 3 .10 a TOP 368.7 INV T rt
d•~ '
EX CB EX CB
3 I I t ~~yy,,-- a I I ! ~ 1~' Q
I 3 ti I 37 . '
~ ~ ~ ti
g ~ ~ o. ~
374 37 ~ t ~
- ,g r 9 32 !42 !g
J 1 x c = ~
= 37 69 7.0 N 69.6
/ 0 3 D = 371. ~
9 AD=37. 3
• i N
EX C8 w W 78 ~ PAD = 37 .
EX CB ~ TOP 391.90 ~ a ~ = 1 ~ PAD 379. B ~ ~ Oa
TOP 39!.93 ~ INV INl!) 383. } INV IN 384.78 ~ INV IN .l2 10~/,~ AD = 78. ^ •V
INV OUT 384.6 T 383.47 i 0 N
~ ~ ~ q
C 4C~
- PA = \ 84 D = 7 ~ A O 3 5 ~ Q~
A ~ Ok
1 ~ a~ ~ o~
p02 7 +t PA 0 X45 C '1?~ V g~8 ~ w
_ PAD 4 .5 • V C,C
40 C ~ L t~
E C EX T P 2 0 I 8 405. CB D1 O 1
I V T .0 A = 379. 3~0~ z V' • ~ N ~ 7. m n ~
O ~t
9 P t.5
9.0 .y
~9 m M
EX C ~ e 1 TO 400.5 ~ PAD - 407.0 1 3 .0 4 fZ b
INV N 4. ~ P D INV UT 4. _ PD C A O
8 1~ ~ t
C AD .0 a 3
/ 4 8 ~ 'J ~ FES ~ ~ P 7.0 3 9 ft3
3 o ~m
i i 1 1 392 o AB.5 mQ
/ 3 ~ ~ PD= 396 394- PD= 3. m ~
V ~ ~ P =4 .5 39
0- gp
i Z ~ 4 ~ ~ ~ . g9 3g2 3 ? AD = 1 . ~
~ / ~ s ~3
~ - - -
CB AO 04 5 0 ~ ~ F i
CB /3 ~ 00 ~ _
V 5. ~ f s ~ A
8t V OUT 39 . p D 1 W ? • M
~ .
D 403.5 op C pPA 405.0 pA = 406.0 ~ { ''"`.7 m ? a ? • • ~ ~ H
D = 406. ' PD=407. C ~ C T. ? ? , ? . ~ N
CB D .0 .ti,~ eZ' +5 ~ 4 ? • • • • • • ~ jzt~7h 4.~ G C ? ? • ~ ~
PAD=40.0 ? ? ~ m ~~N~,, ~ ~ ~t ~ V
OUT 39 .83 406 C AD = 96, a AD =380.5 1~E1`r,~+~;~,,~'~~r,;;~~,;.i., r .a~ ~ ~ ~ .5 ]~'ORMWat~~~ ¢ ~ ~ ~
406 ~ B
40 i o o
1 PA + 396. PA = 02 Q
4
i 99 ' • ~ ? ? • ? h 1
? ? ? f •
AD 393 - 4!5.5 , 4! o D = 408. D = 405. AD = 2 5 •
LaT a D o. N
~ ~ AD = 4! . ~ I2 =394.0 ~ , , AD = 4i4 OQ CB ? . . 1 C ~ ' t THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL " AT 800-632-4949 ~
! ~ , PD= 0. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 4B HOURS PRIOR ill 2
TO ANY DIGGING. ~
• r 2.) EXISTING CONDITIONS AND UTILITY SHOWN ARE BASED ON INFORMATION PROVIDE BY o
7 NNETH CLOSE G ASSOCIATES. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR ¢
P .5 CB TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DESCREPANCIES. CONFLICTS ~ o V
CON uCrl HE LE INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL
iV ~ ~ ~ BE RESOLVED TO THE SATISFACTION OF THE TOWN OF HOLLY SPRINGS. _ O N
AD 3.) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF ~i Obtain Ian - m erm~ . Schedu reconstruction OF HOLLY SPRINGS STANDARDS AND SPECIE CATIONS. ~
a Ql • .Obtain Ian g? P z ence wi the Env~ronm ntal Engineer, Joke Taylor. 4.) BOUNDARY AND TOPOGRAPHIC INFORMAT ON PROVIDED BY KENNETH CLOSE 6 ASSOCIATES. ~
w~ ao ence ~ ~ • • ' .Install Install porary diversions, silt 5.) LAYOUT PROVIDED BY BLACKBURN CONSULTING ENGINEERING. ~
sedin ,sediment asins or other measures as shown on the 6.) PRIOR TO ANY CONSTRUCTION ACTIVITY ON THE SITE, THE APPLICANT WILL HOLD A ~ "
AD = 9 c~ ~ pproved plc pproved plan. C ar only as necessary to install these PRE-CONSTRUCTION CONFERENCE WITH THE TOWN OF HOLLY SPRINGS STAFF. ~ y y
o D = 00. -~deviees~--fie ~ D 5. Q 3 jp! after constn temporary diversions, berms and basins immediately 7.) ALL WATER LINE SHALL BE INSTALLED IN STRICT ACCORDANCE ~ ry
~3'Cdtl 856-75 after construction. WITH THE N. .PLUMB z C ING CODE LATEST EDITION. H ~ 'Cdtl 856-7548 for onsite inspection by Environmental " P R
.0 4 Engineer to B.) 6 VC SANITARY SEWER SERVICE SHALL 8E INSTALLED IN STRICT ACCORDANCE a Engineer to obtain Certificate of Compliance. 4
406 . • ' • + 4. Begin clearir M , . ' ' ' ' ` .70Y Rough grade WITH THE N. C. PLUMBING CODE LATEST EDITION. N Be m cleann and rub m . Maintain d vi e ~ ~ g g g b g e c s as needed.
4 • ' ' • 5. Install storm 9.) NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDED BUT NOT Rough grade site. Z
PAD 412.0 LIMITED TO LANDSCAPING GRADING BUILDING V ~ ~ Install storm sewer, if shown, and rotect inlets with block and - ELE ATIDNS (ESPECIALLY r P 8
• ' gravel inlet . • f ravel inlet controls, sediment tro s or other a roved measures COLORS), LIGHTING, OR UTILITIES WILL 8E MADE WITHOUT THE APPROVAL .1 9 P PP p ~
' • ' ' ' as shown of 6. Stabilize site as shown on the pron. Begin construction, building, etc. OF THE DEVELOPMENT REVIEW GROUP OF THE DEPARTMENT OF _ ~ Stabilize site as areas are brought up to finish grade with DEVELOPMENT SERVICES.
vegetation, I ve etotio g n, paving, ditch linings, etc. Seed and mulch denuded 10.) THE SITE SHALL BE STABILIZED ANO SEEDED PRIOR TO THE ISSUANCE
o areas within areas within fifteen 15 da s of cam letion of an hose of OF A CERTIFICATION OF OCCUPANCY. ~ ~ ) Y P YP
construction. construction. 11.) ALL WATER LINES, WATER LINE SERVICES, SANITARY SEWER, SANITARY SEWER
SERVICES, AND STORM DRAINAGE SHALL BE LOCATED WITHIN A 20' PUBLIC EASEMENT.
~ Sediment * Sediment Basins B & C shall be constructed as shown so a5 t0
avoid the ~ ' sediment ba avoid the wetlands. Provide a temporary RCP from to ternPorary sediment basins. Storm sewer run may be completed after site is
stabilized an stabilized and basins are removed.
7. When constr When construction is complete and all areas are stabilized ~M~
cam lete ~ P IY~ completely, call 856-7548 for inspection by Environmental Engineer.
~ 8. If site is ap If site is a roved remove tem ora diversions silt fence ~r PP ~ P ry
sediment ba areas. NI r sediment basins, etc., and seed out or stabilize any resulting bare areas. All remaining permanent erosion control devices such as r_oeouTr erei r ~ "_an ~
velocity dissi velocity dissipators should be installed now. unnnI&%a elvnL.L- 1 -uv v Y/Y
9. When ve9eta When vegetation has become established, call for a final site
inspection b inspection by the Environmental Engineer, 856-7548. Obtain a MBA 60 0 60 120 180 PRO"T
Certificate of Certificate of Completion.
i
l,~ 11

THI3DRAIMMOISTHEPAOPFRTYOF a
STORM DRAINAGE LEGEND ~AULDIN6 6 Nai1IS. P. A.
Atm IS NOT TO BE REPROOI~ED Op COPIm IN XHOLE OR IN PART
XIiHOUT PEHIISSION.
PROPOSED RCP IT IS NOT TO ~ U5ED ON ANY OTTER PACT AND IS TO BE s
RETURNED UPON REW6T.
PROPOSED CATCH BASIN
M1 INLET PROTECTION
' ~
PROPOSED FLARED ENO SECTION
T ~373l69 TOP X9.26 ~
EX C EXC INV ~~67 EX CB g ~a w. e
TOP 3 TOP 3 .f0 TOP 368.
INV INV T ~ ~ ..L
EX CB
t
I I I 1 ~ f ~ . I ~tp~ I 37
PROPO TTER "
CUR ETA H VE T FI 0 P E iE ~ ~ YE
" EOU P E S
Y I _ ~ V. ~ IN ~ 7
= 7.0 \ \
\ PA\O ' 377. I P~ ,333~~j777 3
~
ro \ \ I MAL£ I ` I 1 ,S~' J C~l1 ~ c/~/ PAD ~ 377.
a EX CB 3 j EX CB TOP 391.90 / pA , 1 ~ PAO`~ 379. 13 ~ 1 ~ % ~ / ~ O f
TOP 391.93 ~ INV IN (i) 383. / / .
INV IN 384.78 ~ INV IN .12 / INV OUT 384.6 T 383.47 ~ ~ ~
I , C8 ~ 8 o _ ~ a.~ 4~
/ O PA ~
V OUT 38 .08 ¢ o x
p
~~r - ~ 9
PAD 4 .5 • - ~ ~ -
10 ER A 4. . EE +3 7 F 1 I ~ ` cg '~~a LOT 124 % = ~ ~ a ~ ~ ~
405.
EX CB - - E
TOP 400.0 - NV '~s INV IN 39 - e o
INV DUT .7 ~ - Q P 4.0
i
~ 2 I ~ /36A
I ~ PAO - 407.0 D
e \ _ 00 I \ \ P~T 797 Y ~ ~ fNE/ / ~ /
~ A O X415
a° ~ ° ' ~
0~ t .5 10 '°a \ ~ / ~
,W n A
0 : X02 ~ P D = 5 / i/ /
~ ~ PA = 4 5

~ ~
1 CB !31 ~
g` X35 1
• ~ a ~ 32 1
a~ AD os.5 ~ ~ a /
400 V ~95. ~ Boa
9~ ~ NV DUT 39 . /
403.5 AD = 405.0
PAD =406.0 ~ ~ PAD ~ PAD - 406.5 C
~ ~ ~ f8
ce B A' i / r fi ' ~ ~ ~4fJ a go ~ ~ ~ ~ z~
U 39 .8 ~ PAD = 406.0 7Jl
~ ~ P 3EP:6, ~ ec
~'x~~ / ~ _ ~9 NACRES o~~R WA;. A, ~ a ~
p 1 / 0 1 58 aeo'
` PAO = 02 PAD =396.0
AD PAO ¦ 402. ~ ~ D-2.0 FOR STORMDRA/NAGESCHEDULES ~
~ ~ ~ ~ .x
- 415.5 PAD ¦ 409.0 AD = 405.5 AO ¦ 402.5 PAD .5 ~~.ASO / ~ W 1 Y , , , ERAL NOTES
_ _ J PAD = 414.0 ° CB ~ + • . + . _ ' - - ~ '0' ~ 1.) THE CONTRACTOR SHALL CONTACT "NORTH CAROLINA ONE CALL" AT 800-632-4949 N ~
~5 _ CB ~ - ~ _ FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR Z W
/ ~ - ~ ~ - - - TO ANY DIGGING. ~ w (~j
" 100 EA • , • , ~ 2.) EXISTIIWi CONDITIONS ANO UTILITY SHONN ARE BASED ON INFORMATION PROVIDE BY ~
. ; FL N • % "KENNETH CLOSE 6 ASSOCIATES. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR '~w Q ~ ~ ~ ~ ~ TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DESCREPANCIES. CONFLICTS v, V
_ ~ o ~ ~ ~ INVOLVING PI~LIC WATER, SANITARY SEWER, AND S70RM DRAINAGE CONSTRUCTION SHALL
V~ , \ / ! ~ . BE RESOLVED TO THE SATISFACTION OF THE TOMN OF HOLLY SPRINGS. ~ ~
~ ~ ~ 3.) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE MITH THE TOWN OF ¢ ~j
5 , ~ / s \ ~ • . . OF HOLLY SPRINGS STAA~ARDS AND SPECIFICATIONS. a g
CB ~l'g~ ~ o ~ I33 , i ~ \ 4.J BO/NVDARY AAA TOPOGRAPHIC IMFORMArION PROVIDED BY KENNETH CLOSf 6 ASSOCIATES. Q
/ . . 7 , • , ? ? • ~ 5.) LAYOUT PROVIDED BY BLACKBURN CONSULTING ENGINEERING. ~ Q v
'S ~?~5 ~ ~ M?' PROPOSED r' PAD = g -BMdL ~~s - ~ 6.) PRIOR TO ANY CONSTRUCTION ACTIVITY ON THE SITE, THE APPLICANT WILL HOLD A y 1~ ~
f ~ / _ V / ' PRE-CONSiR1~TI~V COI~ERENCE WITH THE TOWN OF f~LY SPRINGS STAFF. y W
P AD , 5 AD ¦ .5 B ~ - - - - - 7.) ALL MATER LINE SHALL BE INSTALLED IN STRICT ACCORDANCE _ 4 ~
WITH ~ N.C.PLlANBING CODE LATEST EDITION. H ~ g
•..c:::.:.: PAD = 414. + , - 8.) 6" PVC SANITARY SEVER SERVICE SHALL BE INSTALLED IN STRICT ACCORDANCE ~ ~ ~ ~ WITH THE N. C. PLlll~ CODE LATEST EDITION.
9.) NO CHAA~ES 7d ANY ASPECT OF THIS SITE PLAN INCLUDED BUT NOT
/ ? • ? , LIMITED T0, LAAASCAPING, GRADING, BUILDING ELEVATIONS (ESPECIALLY w J Z ~
• , • • . • . COLORSI, LIGHTIAKi, ~4 UTILITIES MILL BE MADE MITHOUT THE APPROVAL ~ ~ ~
, • , • 1 7 . . , , 44 OF THE DEVELOPMENT REVIEN GROUP OF THE DEPARTMENT OF
DEVELOP1MENr SERVICES. ~ ~
100 ~ S0.) THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE ~ ~ '
0 10 YEAR n FL LINE .ELEV. OF A CERTIFICATION OF OCCUPANCY. ~ ~
11.) ALL MATER LINES, MATER LINE SERVICES, SANITARY SEVER, SANITARY SEVER
SERVICES, Alm STORM DRAINAGE SHALL BE LOCATED NITHIN A 20' PUBLIC EASEMENT. O
/

cos--' ~ -

l ~ ~ orr~MrHs
1 \ sr~r
\ ~ ?o° ~ \ /
~ ~
i rceouTC cceiF ~•~~n• 1i~.7_~/
0=09 w
60 A90"T M ER 0 60 120 i80
t 501-04

W F•
WETLAND IMPACTS TOTAL z
o
1 PERMANENT WETLAND IMPACTS
ed Area: 3292.04 SQ FT 0.0756 Acres) Q Accumulat
1 TEMPORARY WETLAND IMPACTS
mutated Area: 403.10 SQ FT 0.0093 Acres) Accu
0 z
I TOTAL STREAM IMPACTS
Permanent: 31 LF
I Temporary. 10 LF
1
LEGEND J
1 Q W
~
+ + . + + + :1 WETLAND AREA
~ 1 N
PERMANENT WETLAND IMPACT
~t
sisl~ 1°oP ~ t \ 1 389.87 TEMPORARY WETLAND IMPACT p h
~ i ~ 10P ~ 3 .f0 co ao
16PpMRr FLEX>9.E lpoFplPE- - • a: r\ _ STREAM ~ N
~ ~ INP- 370. c ~ rn
1 ~ 1(21 - •:1 0 0 ° o
~ F DA • ~~oo to L
H 1 LOT 134 ~ C 0
- / /LOT 176 ~ / 132 LOT 1 ~ 0 U c O
- ~ ! ~ ~ r ~
1 ` ~ / Lar 176 ~ Lor 177 B c ~ / o,
~ ~ Lor 144 a9 ~ t rap 39f.9o 1Di 1~ Lor 17e rf3 N o I o n 2 m O ,O
Ex ~ ~"n ~ru 383; raP 39l.&9 .i' 1 fN 3'B1. ni 397.a \ ~ ~ 00
Nv our 384 ~
' , ' ® Lor 134 Lor 14s - -r - ,/tDr np m a0 ~ m ~
LOT 137 DB f ~ ~ 0
~ a9 • rfz rf9 1 1 .i%'' B ND / + ~ B m
I ~ LDT 166 • LOT 142 • \ 8 ~ 2 c
!00 rEAfl BA iFA I!B 163 1xf lAT 126 1Ze (iYPl~~ ELEV. •386. f7 ~ r ~ ~~f 9 2 0 o EN r
~ } = LDT 1~ H4 ~ •'I Ex ~ ~ •
D D 1 TOp 400. 8 IN :23I. 146 INV IN ~ ~ O E1QBT11R `V.
• 1 'A• • , INV OUT ~ fTl NQI LOT 127 / LOT 166 lDT 141 ~ • + + #4
• 162 l0T 124 iBM~IABI' OIYQ6IIQV Blydl / OPQI I 1 1 ~1 I j ~ LOT 13B ~ LINITB OF DI811r6AAY'E • / + + ~ ~
~ +
- 1 ~ / + '4 +
!6' NDPE PIPE ~ H LOT 140 Fpl TEIP. D ~ • • I tc • #3 ~ + + +
161 ~ r! / . LOr 167 ~ / D Z + +
~ 148 ~ ~ ~ 4q
~ ~ i ~ ! N ~ ~ - /3! ~ '
/4~ r 1• ~ ~ LOT 160 lDT 140 18 ~ ~ . r - OT 165 C
LOT 122 ~
~ ~ /961 - • IDr 122 •81 • O • 164 •
16f • FES / ? ~ ~ LOi N ~ 60 ~ ' • • • • • 1 F + .
lOT h LOT f2 ~ lOT 163 • • • • / • • / ~ iii iii • ~ b
LOT 63 / • • • / rap 4az. a Lor >a ~ ra FES y N + + ` ~ 2 N d ~
ENV our r ~ ~ ~ LOr t + + + 39 Q J ~
~ 161 L6T 6!o r / + + + + + , Z ti ff v o o H w a
Lar 1so 1nr 166 ~ ~ ~ + + + + + + + 'Z+ V ti N Q W CO
c / ' l 'U + + + + + + 2 J O O ~ U' (l ~ ~ H Z ~ ~ O + + + + + ~ N ~ O
.c Lot ~ Lot 6T Lor M LOr 66 ~ °4 2 ~ + + + + + ~ = i O C ~ ~ ~ ~ ~ O H 2
~ ~ LOT N LOT q I y (n r21 + + + + ~ ¢oJ ~ _ = H ~ FES ory¢ a
m LoT 1st m ~ •i' ~ ; ~ : /
E a ~ . ~ _ ~ IMPACT AREA ~1 #40 FACT AREA /1
STORM DRAINAGE N _ YEAR ORM DRAINAGE AND EASEMENT l3~
1 _ _ _ Fcaoalnlal PERMANENT WETLA 166 LOT RMANENT WETLAND IMPACTS:
I -r- _ ~ Accumulated Area: cumulated Area: 151.35 SQ FT (0.0035 Acres)
Lor 176 o ~ r.; ~ ° a•... • TEMPORARY WETU MPORARY WETLAND IMPACTS:
I n ~ Accumulated Area; cumulated Area: 41.09 SQ FT (0.0009 Acres)
o Lows ~ ~ '
o Lor r4 - ~ ~ / Q
I , SIL T F CE
Lor n • ' ' ~ IMPACT AREA ~2 ASEMENT .GE, AND E
d. ; ; ; ~ ROAD CROSSING, STORM DRAINAGE, AND EASEM! ~ , V
I OPEN E ~ - PERMANENT WETLAND IMPACTS: GRAPHIC SCALE z Q
~ ~ ~'~D so ~ Accumulated Area: 3140.69 SQ FT (0.0721 Acre o !oo YEW aeD l~RES d / FLOaOLINE ` FT (0.0721 Acres) J
E TEMPORARY WETLAND IMPACTS: ~ o ~s ~ eo 120 0 D; ~
•r Accumulated Area: 362.01 SQ FT (0.0083 Acre o T (0.0083 Acres) V
~ ~ STREAM IMPACTS:
~ PERMANENT: 31 LF FEET ( IN ) Q
~ ~ TEMPORARY: 10 LF a o / 1 inch = ~ ft. O
r ~ vi f~A
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a I ( IN FE I o 1 inch = 1 inch = 100 R
~ I . to AIO~t MINI
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LO / I

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IMPACT AREA ~t STORM DRAINAGE AND EASEMENT ?ND EASEMENT. TOTAL WETLAND IMPACTS
PERMANENT WETLAND IMPACTS: ' ~ Accumulated Area: 151.35 SQ FT VD IMPACTS: 151.35 SQ FT (0.0035 Acres)
PERMANENT WETLAND IMPACTS o
TEMPORARY WETLAND IMPACTS: ND IMPACTS: 2 Accumulated Area: 4860.81 SQ FT 0.1116 Acres)
Accumulated Area: 41.09 SQ FT 41.09 SQ FT (0.0009 Acres)
TEMPORARY WETLAND IMPACTS
IMPS IMPACT AREA ~2 Accumulated Area: 762.79 SQ FT 0.0175 Acres)
ROA' ROAD CROSSING, STORM DRAINAGE, AND EASEMENT
PERT Acct PERMANENT WETLAND IMPACTS: 1 Acres TOTAL STREAM IMPACTS Accumulated Area: 3140.69 SQ FT (0.072 )
Permanent: 86 LF
TEMI i Acc TEMPORARY WETLAND IMPACTS: orar . 20 LF Accumulated Area: 362.01 SO FT (0.0063 Acres) Temp y'
~ ..i ~ Q
STRI A' ~ ~ e P ~ ~ I . STREAM IMPACTS: ~ PERMANENT. 31 LF
~ i ~ , TEMPORARY: 10 Lf
h N
~ ~ I
LEGEND
~ $ ~ ~ , 0 oa co
i ~ ~ ~ $ . ND AREA n o I~+ WETLA y N
r e i w C ~ p~
1 4
O R ND IMPACT v PERMANENT WETLA o; k v ~o v
v L~
1 ND IMPACT c o TEMPORARY WETLA o
1 pl 4 U c o ~t ~
- - • - -STREAM v ~ ~
1 Q ~ vl y NZ
S m n ~ orn•'o
r~
o SS m o>,
~ - IMPACT AREA ~3 ~ ~ STORM DRAINAGE AND EASEMENT ~
° N ~n w ~ e ~
b w PERMANENT WETLAND IMPACTS: m
e R ~ ~ ~ , s, Accumulated Area: 25.79 SQ FT (0.0006 Acres) C 0
4=. TEMPORARY WETLAND IMPACTS:
0 ~ Q Accumulated Areo: 86.92 SQ FT (0.0015 Acres)
o ,

, IMPACT AREA #4
ROAD CROSSING, STORM DRAINAGE, AND EASEMENT
• PERMANENT WETLAND IMPACTS:
e Accumulated Area: 1542.98 SQ FT (0.0354 Acres)
TEMPORARY WETLAND IMPACTS:
a Accumulated Area: 292.77 SQ FT (0.0087 Acres)
~ `s e ~ s
~ ~ • , $ ~ STREAM IMPACTS: • PERMANENT: 55 LF
1 \ 4 ~ 1 TEMPORARY: 10 lF
rn
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:'4 ,
THIS DRAWING IS THE PROPERTY OF 0
SPAULDING 6 NORAIS, P. A.
STORM DRAINAGE LEGEND AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART NITHOUT PERMISSION.
IT IS NOT TO BE USED DN ANY OTHER PROJECT AND IS TO BE m
PROPOSED RCP f~TUANED UPON AEOUEST. a 0
0
c PROPOSED CATCH BASIN m
WI INLET PROTECTION
PROPOSED FLARED END SECTION EX CB TOP 369.26
m ? w N m ~ m m n m m w w
EX C TOP 3 5.1G EX C ~ EX CB TOP 3 5.10 n TOP 368.77
INV 0 T INV 0 T .y2
a~
EX CB < . 3E EX CB 9 ~g ~j . 3 I t~' 0
I I I I i d v
I 3i I 37. ~ ~ yy~ J~ tl1
~ U f/l 0 B O 01
7~ W ~ ~o 374 ~ 8.7 ~ ~ ~ 376 - ~ Y
F a b g ~N
9 ~ #42 _ ~ 1.
1 xc
= 7.0 0 37 69 N 69.6 ~
30 I 2 D=377. AD=37. 3
9 \ O a c N I 01
7B PAD = 37 .
ti EX CB D ~ 1 I I~ I D PAD-319. B ~ OQ
~ a , _ 1 EX CB TOP 391.90 - LO ~ ^O
TOP 391.93 n INV IN 383.5 AD = 78. N
INV IN 384.78 ~ INV IN .12 , 0 INV OUT 384.6 T 383.47 ~ ~ ~O~
~o C OC~
w C ' IKIMVW a31YMNRIbiS ONY SOFM113M ~ O O ~ g0 D = 375 AIIlYf117a31YM-21N3Q
_ PA = ~ Ok
A O ~L O O O~
P 1 ti00Z ~ ~ 1~0 C ~v PA 38 0 1e #45 O C O
A02 7 ,1 0 3 t 01
e G 01 40 C ~'C~
PAD 4 .5 _ 3 , 01 ~ O I -3 Ce - T 2Q
E C EX + 405. A - 379. ^ s~o_ O N O
TP 2.0 1 8 6 I V T .0 7 . 41 ^ . O O O.C
LOT
9 0 0 P !.5 O>t0 g ~ m Oaf
~ 9.0 B ~
37 .0 ~ ~
54 1 EX CB PAD - 407.0 P D 1 C
TO 400.5 ~ 1 PD O A ~ t
INV N34.9 = I INV UT 4. 98 137 a
~°y 41 $ 1 ~ AD - 2.0
C o° ~ P 3 7.0 ~ #13 9
~ 4 ~ FES ° S• 382 o A = 8 .5
~ 3 a 1 PO=3; 1 m~ PO=33. m ~
0 gg6 ~ 3 m cn ~
7 ~ 394- ~ P = 4 .5
39 , 0- 3g2 90 1 92 3 +
4 3 ' C AD = 1 . _ ~
AD=3 . ~ ~ ~ X30 y #3 F S #
i ` C ~ 0 e 1 B ~ -
+ ~ A = 0.
~a CB AD = 404 5 ~ d #31 ~ ~ P rn d 8 ~ ~ 1 ~ ° n a
CB 400 D ~ N
V 5. p 1 U1 • + + L'B Q w + +
gS NV OUT 39 . g A d -~,E h + ~ + h + i W _ .QOI N ~ Q) 1 AD 3 ~ +
p ~ C h i 4 ? i op Q•~ ~y V~ ~p ..H~^ 10 Wog yam • N ~D V WD
= 2 D 4 v°PA - 405.0 a PA = 406.0 P D= 406. P D= 407. C C + ? ? ? + + r + + ? • ~H 87 ~R ? ? 4 + + j ~~~2 Z
D . 0 + + + + k + Y + + + + + 4 1 5 + D ~ W~ Vm 5 5 i 5
CB PAD = 40 .0 + + H V~ VT V 4 .DW ~ ~ W
N C AD = 96. D 3 AD = 380.5 ¢v~ ~ ~x 3 .5 om¢ o a ~i
OUT 39 .83 406 ~ ~ +
406 B ~ 0
40 i o 1 PA = 396. + 4
PA = 02 c + ? ,
m 39 4 + h ? 1 + +
io 5 + + • 5 + ~ O
~ ~ AD 393 + hl M
- 415.5 ~ D = 408. D = 405. AD = 2 5 o PD 410. o ~ d' n n - - 7
___._aio N ~ ~ A = 394.0 ' ' v ~ AD = 4J . 0 ~ ~2 CB ` 1.) THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT 800 632 4949 Q W o
y ? 4 4 , AD = 414 OQ C ~ 1 ' , ? h 4 • * FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR 2 ~ °
~ P0= 00. ~ ~ ~ h V 4~1) . 1 4 NG. ~ TO ANY DIGGI J m
. V . , /24 # , ` I T Y SHOWN ARE BASED ON INFORMATION PROVIDE BY O Q " 2.) EXISTING CONDITIONS AND UTIL
, 5 , i NDI TIONS PRIOR ¢ Z ~NNETN CLOSE & ASSOCIATES. THE CONTRACTOR SHALL FIELD VERIFY CO ~ a S. CONFLICTS Q o
7 TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DESCREPANCIE V
°o P 3 .5 CB - a g / INVOLVING PUBLIC WATER, SANITARY SEWER, AND STORM DRAINAGE CONSTRUCTION SHALL " CONST UCTI HE ULE I
~ 3 ~o BE RESOLVED TO THE SATISFACTION OF THE TOWN OF HOLLY SPRINGS. I- Q 3. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF
C AD 9 . . ) O Q • n OF HOLLY SPRINGS STANDARDS AND SPECIFICATIONS. Z ~
ES .Obtain lanc ~ , . 410 .Obtain Ian - mg perms . Schedu preconstructio 6 ASSOCIATES. 4.) BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY KENNETH CLOSE m
a ..y , ence v CB ~ , , ~ .Install ence wi the Environm ntal Engineer, Jake Taylor. ora diversions, silt 5.) LAYOUT PROVIDED BY BLACKBURN CONSULTING ENGINEERING. ti .Install p ry ~
W ~y• 1 , 5 her measures as shown on the 6. PRIOR TO ANY CONSTRUCTION ACTIVITY ON THE SITE, THE APPLICANT WILL HOLD A m sediment assns or of )
N ~ sedl 's a+'~' roved AD = 99 PP F roved Ian. C ar onl as necessa to install these PRE-CONSTRUCTION CONFERENCE WITH THE TOWN OF HOLLY SPRINGS STAFF. cn PP P Y ry O
tem ora diversions, berms and basins immediately 7. ALL WATER LINE SHALL BE INSTALLED IN STRICT ACCORDANCE ~ " • P ry ) 2 "
o _ D = oo. ~ after consi ~ AD-45. 3 ' ` 121 after construction. THE N. C. PLUMBING CODE LATEST EDITION. H C WITH
v 3-C'a~l 856- ~ - n ite ins ection b Environmental LED IN STRICT ACCORDANCE DC ~ 3-~'atl 856 7548 for o s p Y 8.) 6 PVC SANITARY SEWER SERVICE SHALL BE INSTAL a ,
.o a ~ ' Engineer tc . 4 L • 5 Engineer to obtain Certificate of Compliance. THE N. C. PLUMBING CODE LATEST EDITION. cn WITH m 4. Begin clearing and grubbing. Maintain devices as needed. g, ND CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDED BUT NOT Z
406 ~ • • ' 4. egin c eat . 5 • • • ' ' ' • Rough grog „ 4 , 4 „ m Rough grade site. LIMITED T0, LANDSCAPING, GRADING, BUILDING ELEVATIONS (ESPECIALLY "
~ /yam - ? 4 ? M • M inlets with block and J wer if shown and rotect 0 5. Install storm se ~ P COLORS), LIGHTING, OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL.
W ~ P = 4 4 . ~ h ~ 5. Install stor ~A PAD 412.0 ` ` ' ` ' ' ' ` ' gravel inlet , ra s or other a roved measures O ~ gravel inlet controls, sediment t p PP VIEW GROUP OF THE DEPARTMENT OF OF THE DEVELOPMENT RE t °
` as shown , , \ . as shown on the plan. Begin construction, building, etc. ~
* + ' • 6. Stabilize si Y real are brou ht u to finish rade with DEVELOPMENT SERVICES. 6. Stabilize site as a g P 9 nil mulch denuded 10.) THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE
vegetation, areas with) vegetation, paving, ditch linings, etc. Seed a ° OF A CERTIFICA TION OF OCCUPANCY. areas within fifteen (15) days of completion of any phase of
NE SERVICES SANITARY SEWER, SANITARY SEWER construction. 11.) ALL WATER LINES, WATER L I ,
o constructio SERVICES, AND STORM DRAINAGE SHALL BE LOCATED WITHIN A 20 PUBLIC EASEMENT.
* Sedimen * Sediment Basins B & C shall be constructed as shown so as to
avoid the avoid the wetlands. Provide a temporary RCP from to temporary
~ p,,o sediment k sediment basins. Storm sewer run may be completed after site is
ao stabilized ~ stabilized and basins are removed.
a~ 7. When cons d OAANIHS 7. When construction ~s complete and all areas are stabilize
completely, completely, call 856-7548 for inspection by Environmental Engineer. ~T
g. If site is ~ g, If site is approved, remove temporary diversions, silt fence,
~ sediment ! sediment basins, etc., and seed out or stabilize any resulting bare
nrnnn All rmm~~n~nn nermnnont PI'ACiAYI CAnt~AI (IAVICP.S SIICh C1S r.Qnpurr ~cel F ~ ~~='1117 ~ •
I VI GUA. /1.I
velocity di, 9. When vege velocity dissipators should be installed now. 9. When vegetation has become established, call for a final site
inspection inspection by the Environmental Engineer, 856-7548. Obtain a 0 180 ACT NUMBER
Certificate Certificate of Completion. 60 0 60 12
500-04

Q
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Ij 100 0 00 100 200
M
N ~ (IN FEF,'P )
° 1 inch = 100 it
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L PROJECT
501-04

ti
O
TOTAL WETLAND IMPACTS
z 0
I PERMANENT WETLAND IMPACTS ~
Accumulated Area: 3292.04 SQ FT 0.0756 Acres) w
I TEMPORARY WETLAND IMPACTS
Accumulated Area: 403.10 SQ FT 0.0093 Acres)
I 0
ti TOTAL STREAM IMPACTS
Permanent: 31 LF
I Temporary. 10 LF
I
I LEGEND J
W
+ + + + + + + WETLAND AREA
~ I •
N
r: Ex PERMANENT WETLAND IMPACT vs
1 I 9a~~.e>' for
~ 3 . SO ~ ~ ipo 3BB. rNY ~ TEMPORARY WETLAND IMPACT n o~ ~
IiW~UpYFlf~E ~ A Tt~+EPIP!'-
f ' INY• 370 . $ STREAM o N
. c v vs
F av 1 0 0 ° o
r ~ to ••;a~ ~r ~ Lor t34 ~ ~ ao 0 a, ~ ~
i i tOT 136 ~ I c o
, ~ 13'1 LOT 1 , ~ 9 ~ / .i o U c o
' wr 130 ~r~ c ~
j ~ ~ Lor t3s e ~ Lor 144 ~ or r°fap 3sr.9o Lar T43 LOT 138 r~ ~ o
rro 3st.9o ~ rNV DHtI 399. I ~ • rNY IN 393.17 N N2 I m n ~ ~ ~
V• ~ t DO
a •C ~ (8 LOT 164 LOi 145 ~~p- ?
3e6. j LOT 137 \ ~ A m a7
~ ~ ~ ? ~ ~ 0~ ~ B ND / +
~ I LDT 156 IOT 142 CB 3 B z e m
~ l0017EAR TER H9 t'~ t15 L0117e I.OEA1TOll • ELEV. ~ 396. S7 I l0T 175 (TYPICAL) i ~ 2 0
EX r71 } = LDT 136 ~ o EN ~ ~ • + r / a
rro 409. ~ ~ nT 364. D D t ~u • .I nVV rN ~ r toe UI prlBirM nYV our w Imo, ~ m - • ~ - + + ~ ~ -
• ~ Lor the ~ r Lor to ~ ~ • - + +
t.• ~ aaa 157 LOT t74 I ~ ~ TE7/a7ARY DrYEABraY srRax #4 - + + / +
1 ~ ~ LoT t39 ~ rnrrTS a~ orsnnsATres< ~ ~ - + ~ +
t6•eaPFrr~ ~ ie 1 • _ ~ +
troy Tt9P. OrY~3 1 ~ LOr too . ~ ~ + #3
1m it Lor t67 1 % 0 + + +
toe ~ n ~~~^ae 2 + +
a;I 1 ~t w ~
~ , 3 - ~ /e - ~ wr t6o ~ 140 , OT 165
rao ~o6.1s ~ to ` C
~ rxr rx 39e ~ % ~ ,et ~ ~ Lor t7x 1e4 • • LOT 122
LoT ee \ . • F
- - - 1nr ttu /
LOT 43 ~ . ~ • ~ + ~ b
~ ~ ~7, LOT fe2 ~ r lAT 1 ~ OUf / IOT 161 ~ FES y N + + LLj
. ~ LOT tel l0T 160 7 + + + 3 Y~ a ~ 9 a~
, lOT 160 ~ / ~ . IDT 16e • ? ~ ~ \ + + + + + + + o ~ d
~ • it~•i ? J ti W = ry ~ ~ 2 u~ Q > W + + + + + +
t lDT TO LOT M ~ e5 ~ ~ ~ i N LOT 67 = ~ / _ + + + + ~ O Q 2 ~ ~ ~ + f- 4y nj~ O
LOT 66 D • i \ =aN ~ Z ~
7 LOT 1e1 ~ m ? i . i~.•. E • / + + + + (9 FES ¢ o Q -F ONR C ~ ~ ~
N I ~ IMPACT AREA ~ I _ _ - rFAn STORM DRAINAC I P T AREA 1 M AC ~ STORM DRAINAGE AND EASEMENT
LOT 166
- - PERMANENT WE ~ PERMANENT WETLAND IMPACTS: (9 Accumulated Area: 151.35 SQ fT (0.0035 Acres)
°o ~ t7o : • Accumulated Ar
I - ' TEMPORARY WE r Lor n TEMPORARY WETLAND IMPACTS: Accumulated Area: 41.09 SQ FT (0.0009 Acres)
o Lor ~ ~ ~ Accumulated Ar Lar 75
o ~ LOT 74 ~ ~ ~ I ~
` % p1 LOT 73 : • : i : r ~ SIL T F CE Q
3 LOT 77 • : • \ / ~ LOT 71 ; ' ;~'i • ~ • ~ ` ~ IMPACT AREA ~2
o • ~ ROAD CROSSING, STORM DRAINAGE, AND EAS ~ , WAGE, AND EASEMENT
1 OPEN • • • E 'S: V
°o ttw ~ w~ ~ PERMANENT WETLAND IMPACTS: a ~ ~ Accumulated Area. 3140.69 SQ FT (0.0721 A rT (o.o~zt Acres) GRAPHIC SCALE a Q
E s: ~ o ,s ~ eo ,~e a
d TEMPORARY WETLAND IMPACTS: ° Accumulated Area: 362.01 SQ FT (0.0083 At I ' ~ FT (0.0083 Acres) ~ ~
o ~ , V
STREAM IMPACTS. 1N FEEf)
a / PERMANENT: 31 LF o TEMPORARY: 10 LF ~ / ( Q 1 inch = 30 it. ~ ~ p
U ~ 2
O \ a / ~i
E ~ 2
m a ~ 0 Y ~ ~@F ~.5 '4u. 4
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1 inch = to i inch - ioo n. PIIO~T MINI
I `
BIB
I Dw,,,z 501-04