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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 19, 2005
Ms. Stephanie Sudano
Town of Holly Springs, NC
P.O. Box 8
Holly Springs, NC 27540
Subject Property: Stinson Avenue Connection in Holly Springs, Phase 2
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0530
Wake County
Approval of 401 Water Quality Certification and An Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions with Additional
Conditions
Dear Ms. Sudano
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.063 acre of wetlands and 236.7 feet of streams (149.6 feet perennial, 87.1
feet intermittent) for the construction of stream crossings at the subject site, as described within your
application dated March 22, 2005 and received by the N.C. Division of Water Quality (DWQ) on March
28, 2005. After reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use
Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall
also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. 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 Riparian Buffer Rules Permit) are met. No other impacts are
approved including incidental impacts:
401 OversightlExpress Review 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
Nor` iCarolma
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Stinson Phase 2
Page 2 of 3
May 19, 2005
Amount Approved Units Plan Location or Reference
Stream 236.7 feet PCN
Buffers Zone 1 16,701 square feet PCN
Buffers Zone 2 9,239 square feet PCN
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. No Zone 1 & 2 impacts
No impacts (except for "exempt" uses as identified within 15A NCAC2B.0233) shall occur to
Zone 1 & 2 of the protected riparian buffers unless otherwise approved by the DWQ. No
impervious surfaces shall be added to the Zones, unless otherwise approved by the DWQ.
6. Diffuse Flow- An additional condition is that all storm water shall be directed as diffuse flow at
non-erosive velocities through the stream buffers, and will not re-concentrate before discharging
into the stream.
Stinson Phase 2
Page 3 of 3
May 19, 2005
10.Certiftcate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
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 Permit.
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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for' a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B..
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 213 .0233. If you have
any questions, please telephone Cyndi Karoly at 919-733-9721.
Si cerely,
Ala W. Klimek, P. .
AWK/SAA
Enclosures: GC 3404
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Steven O'Brien, S & ME, P.O.58069 Raleigh, NC. 27658
Filename: 05-0530 Stinson Phase 2 (Wake) 401 NBR 5-18-05
?`t ••?18i6?a„?k,
s THE TOWN OF
Holly
Springs
P.O. Box 8
128 S. Main Street
I lolly Springs, N.C. 27540
www.hol lyspringsnc.us
[phone]
Fax: [phone]
Mayor's Office Fax:
[phone]
PAY`?1 EI`IT
RECEIVED
March 22, 2005
Mr. Kevin Yates Ms. Cyndi Karoly
Regulatory Specialist NC DENR Division of Water Quality
US Army Corps of Engineers Wetlands/401 Certification Unit
6508 Falls of Neuse Rd., Suite 120 1650 Mail Service Center
Raleigh, NC 27615 Raleigh, NC 27699-1650
Re: Pre-Construction Notification Application Package for Stinson Avenue
Connection in Holly Springs (Wake County)
Dear Mr. Yates and Ms. Karoly, r- I ?
Attached is the completed PCN Application Form for the Stinson Avenue
Connection between the Remington and Chelsea Woods Subdivisions in
Holly Springs. This application addresses impacts required for a proposed
stream crossing located on the southwest boundary of the Chelsea Woods
Subdivision. The crossing will join two segments of the Town of Holly
Springs collector street through the subject subdivisions and serve as a major
connection between two of the Town's parks, Bass Lake Park and Womble
Park. We have included a "Neuse River Buffer, Stream and Wetland Impact
Map" to identify the proposed Neuse River Buffer, stream and wetlands
impacts associated with the crossing. The Town's Thoroughfare Plan has
also been included for your reference of the Town's street network.
This is the first application for this project. A Jurisdictional Determination
was made by Ms. Jennifer Burdette, USACE on June 15, 2004 and by Mr.
Bob Zarzecki, NC DWQ on October 26, 2004. A signed wetlands map has
not been obtained to date.
Please do not hesitate to contact myself at [phone],
Stephanie.Sudano(a,liollysprin.gsnc.us or Heather Keefer at [phone],
Heather. Keefer(a'?,hollyspringsnc.us if you have any questions, comments or
concerns about this application.
S'n'rely,
hame . Su ano; E.
Director of Engineering
SLS/hvk
Attachments
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TE%"LANSAND STORMW RBRANCH
cc: Heather V. Keefer, CFM, Environmental Specialist
Kendra Stephenson, El, Senior Engineer
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/index.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.VdL Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/`fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombc Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bcrtic Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivcrs Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 13
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertic Craven Hyde Ponder
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camdcn Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkcs
Kernersville, NC 27284-9180 Avery Stokcs
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 13
FE@9W ?`r ED
MAR 2 8 2005 RECEI
Office Use Only: DENR - YJATER QUALITY Form Version May 2002
VJE1 ANDS AND STORMS NATER BRA14CH
USACE Action ID No. 2004-21-252 DWQ No. w r-) c n
(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 #14
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: Town of Holly Snrinp_s North Carolina
Mailing Address: PO Box 8
Holly Springs NC 27540
Telephone Number: 919-557-3938 Fax Number: 919-552-9881
E-mail Address: Stephanie. Sudano(a-)hol lyspringsnc.us
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: Steven O'Brien
Company Affiliation: S&ME
Mailing Address: PO Box 58069
Raleigh NC 27658
Telephone Number: 919-872-2660 Fax Number: 919-790-9827
E-mail Address:
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: Stinson Phase 2
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See cover sheet of plan set
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Remington and Chelsea Woods
Directions to site (include road numbers, landmarks, etc.): Holly Springs Rd. south to Bass
Lake Rd then southwest onto Stinson Dr. (Chelsea Woods Subdivision Entrance) road dead
ends at the proposed stream crossing
5. Site coordinates, if available (UTM or Lat/Long): see cover sheet of plan set
(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): Disturbed area= 1.13 acres across multiple parcels
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Bass Lake, tributary of Basal
Creek Subbasin 03-04-03 Middle Creek, Stream Index No. 27-43-15-3: Classification B;
NSW.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/lh2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently undisturbed hardwoods and pines. The
land use surroundiniz the site is residential.
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used: This
Application is for a proposed stream crossing located between Remington and Chelsea
Woods Subdivisions The crossing will join two segments of the Town's collector street,
Stinson Avenue The Town is undertaking this project because most of the land that this
crossing is on is not located on either subdivision's properties and the Town is acquiring the
right-of-way from the current property owner to construct the remaining portion of the street.
This connection appears on the Town's 1999 Thoroughfare Plan. The right of way for the
southern portion of this project was platted and constructed in 1997. The construction of the
northern segment of Stinson Dr connecting to Bass Lake Rd. was approved and constructed
in 2000 This road connection will provide a link to two of the Town's major parks, Bass
Lake Park and Womble Park Construction of this crossing is planned for Spring/Summer of
2005.
Equipment to be used for the construction of this road crossing includes, but is not limited to
trackhoe excavators bulldozers loaders, etc. Please refer to sheet labeled EX-1 "Neuse River
Buffer Stream and Wetland Impact Map" for details and locations of proposed stream and
Neuse River Buffer impacts
11. Explain the purpose of the proposed work: The purpose of the proposed work is to install a
Stream crossing to join two existing segments of this Town of Holly Springs collector street,
A vital component of the Town of Holly Springs adopted Thoroughfare Plan (see attached
Thoroughfare Plan)
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
This is the first application for this project Jurisdictional determinations were made for the
Chelsea Woods Subdivision Field meetings have occurred on June 16, 2004 with Jennifer
Burdette USACE and on October 26, 2004 with Bob Zarzecki, NC DWO, no signed wetland
maps have been acquired as a result of these two meetings. Additional permits may have been
obtained for the installation of the sanitary sewer outfall which runs parallel with the main
tributary, however no USACE action ID or DWQ project numbers have been found.
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.
Page 7 of 13
The Town does not anticipate any additional permit requests for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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 include permanent
and temporary impacts to Neuse River Buffers and permanent and temporary stream and wetland
impacts associated with the installation of a stream crossing.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wctland***
Wetland #1 Culvert/drainage 0.060 Yes 30 Forested wetland
Weiland #2 Fill 0.003 yes 20 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 FENIA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htta:9www.fem1,bov.
* * * 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: 0.063 acres
Total area of wetland impact proposed: 0.063 acres
Page 8 of 13
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Crossing #1 Culvert/rip-rap 149.6 UT basil creek 8' perennial
Crossing #2 Culvert/rip-rap 87.1 UT basil creek 2' intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usp-s.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 236.7'
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 Watcrbody
(if applicable) Type of Watcrbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* 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.): N/A
Page 9 of 13
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
Stinson Avenue currently has a 275' gap between the existing road segments and does not allow
for an alternative roadway designs Perennial stream crossing #1 is proposed at a 75° skew and
intermittent stream crossing #2 is proposed at a 130° skew. Many different storm water designs
were evaluated in order to discharge storm water towards the perennial stream with minimal
impacts The perennial stream crossing is designed for 3) 8' x 7' box culverts with the invert
elevation set a 1' below the existing stream bed. The roadway cross section as designed is
consistent with the existing sections of Stinson Standard face curb and gutter is used for this
project because at the low vehicle design seed of 20 mph guard rail will not be required. By
eliminating the need for guardrail we are able to keep the required shoulder to shoulder width to
the minimum of 53.5' and thus keeping the impacts to a minimum.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Page 10 of 13
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.
In lieu fee request form has been submitted to EEP see attachment
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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 919) 733-5083 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)
Pap 11 of 13
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 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 16,701 3 0
2 9,239 1.5 0
Total 25,940 0
• Zone 1 extends out 30 feet perpendicular from near bank of channel; "Lone Z 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.
Buffer mitigation is not required for proposed impacts. However, in lieu fee request form has
been submitted to the EEP.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Runoff from impervious surfaces introduced by the proposed stream crossinl? will be collected
by the catch basins located in the right-of-way at the sag (low point) of the proposed road.
Impervious area has increased by 0.277 ac (pre=0.723 ac and post=1.00 ac) for a total site
drainage area 1.71 ac. The existing Qlo =6.15 cfs and the proposed Qlo =7.68 cfs for an increase
Page 12 of 13
in storm water runoff of 1.53 cfs As required concentrated storm water will be directed to a
100' long level spreader overland prior to entering the Neuse River Buffer. The storm water will
discharge _ through the top of the last catch basin and will flow in a swale, around a berm and then
overland towards the level spreader.
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.
No wastewater will be generate by this project.
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 21
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).
Appllcanl/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pagc 13 of 13
Tov."n o o V '. J)r 11Qs
Thorf)mlilare Update
Leaend
Toot, rl Limits
=1-m n ETJ
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a E?•,i?tinT 1ltcrc}t?,,,_?
i
Profo ed Intrcann4ro
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a Prop o cd Gra - So aration

Minor
Propo?? d \l,rjor
Prol,o?cr} Minor (m di^n)
E%i:ztim,,; Minor
Prop, ,Ll Minor
Eri?tin, Str,?t
____. Prof o?od Sirc?E (^r1 ra?'tic1)
}ntcr>,ctian Re-:11i?tn?lt.;t
a f otontial Trlftic Cirolo
Potcntinl lliddlo Crce}c
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Tllc,rou«lllar Cro?Zs-cct;ons
6'1?bon90'ROW
74' 1'11 onIC0'ROW
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R,2vision pProvcd by the Tc, m Easrd en 11".1my 1t), zuu'
ti
13:46 FAX [phone] S&ME, INC.-ENVIR
DATA FOW11
ROUTINE WETLAND DETERMINATI
(1987 COE Wetlands Delineation Manu
C F, I U002
JUN 2 3 200•
ENGINEERIP4G i Pase 1 of 2
Project/Site: Stinson Ave Extension Date: 6/1/03
Applicant/Owner: Holly Springs__ -? County: Wake --
Investigator: Steve O'Brien, S&ME, Inc. 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: Wetland
-
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. _T hyp a latifolia herb OBL 9.
2. Impatiens capensis herb FACW 10.
3. au
Srurus cernuus
herb
OBL
11.
4. Cladium herb
` O
BL 12.
5. Salix nigra _
tree _
_ _
OBL 13.'--
G. 14
7.
- 15.
5.
8. --- --------- ----
1
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-1) 100 %
Remarks:
HYDROLOGY
Recorded Data (Describe it Remarks): Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators
_
Aerial Photographs Inundated
_
Other X Saturated in Upper 12 inches
_
X No Recorded Data Available X Water Marks
X Drift Lines
Field Observations Sediment Deposits
Depth of Surface Water: (in.) X Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Free Water in Pit: (in.) X Oxidized Root Channels
X Water Stained Leaves
Depth to Saturated Soil: 1" (in.) Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
/),O
s4b?. 4?
.O
c?
?PQ s,
? h
9/.7
i
NOWN OF
1
LIIYA
P.O. Box 8
128 South Main Street
Holly Springs, NC 27540
Town Hall Main Number 919-552-6221
Engineering Department 919-557-3938
Fax Number 919-552-9881
www.townofhollyspringnc.net
Date 1018/off
03-019 B Sheet of y
5 (_2. o 0,73
10 _ c_c,o A
(©.75)(7.2 2)(0. z 9)
?>>o = I, 57 c-FS
06/23/2004 13:46 FAX [phone]
t
DATA POINT # WET
C(1TT Q
SWIE, INC.-ENVIR
Project/Site: Stinson Ave Extension
U003
Page 2 of 2
Map Unit Name: Chewacla series
(Series and Phase): Drainage Class: SPD
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No X
Profile
Description:
Depth Matrix Color Mottle Texture/Concretions,
Inches Horizon Munsell Moist Abundance/Contrast Structure, etc.
0-4 A 10Y 5/3 ^sand
_ 4_-10_ B I OY 4/2
_ - sandy loam
i
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon X High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
Glcycd or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DFTERMINATION
Circle
Hydrophytic Vegetation Present? Yes-X No
Wetland Hydrology Present? Yes-X No Circle
Hydric Soils Present? Yes-X No Is 17his Sampling Point Within a Wetland? Yes-X No
Remarks:
PREPARED BY: Steve O'Brien Checked By: Approved by HQUSACE 3/92
S&ME, Inc./Raleigh, NC
919-872-2660
0623/2004 13:46 FAX [phone]
1
SUE, INC. -ENVIR
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
IM 004
1 of 2
Project/Site: Stinson Ave Extension
Applicant/Owner: Holly Springs
Investigator: Steve O'Brien, S&ME, Inc. _--_ _ -^
Do normal circumstances exist on the site? yes-X no
Is the site significantly disturbed (Atypical Situation)? yes 110-X
Is the area a potential problem area? yes no-X
(If needed, explain on reverse.)
VF.GRTATTnN
Date: 6/1/03
County: Wake
State: NC
Community ID:
TransectED: -
Plot ID: U and 2L
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum tree FAC
- 9.
2. LicLuidambars acitlua tree_ FAC+ - 10.
?
-

3. Fa us grandifolia
tree
FACU- _-
_---_
- - -
11.
Smilax s
4. vine FAC 12.
_
5. Parthenocissus quinquefolia vine _ FAC 13.
6. 14.
7. 15. _
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-1) 80 %
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators
_ Aerial Photographs Inundated
_ Other X Saturated in Upper 12 inches
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Depth of Surface Water: (in.) Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Free Water in Pit: (in.) Oxidized Root Channels
Water Stained Leaves
Depth to Saturated Soil: 6" (in.) Local Soil Survey Data
X FAC-Neutral Test
Other (Explain hi Remarks)
Remarks:
06( 3/2004 13:46 FAX [phone] SWIE, INC.-ENVIR Z005
DATA POINT # Project/Site:
SOILS
Page 2 of 2
Map Unit Name: Appling sandy loam
(Series and Phase): Drainage Class: WD
Field Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No X
Profile
Description:
Depth Matrix Color Mottle Texture/Concretions,
Inches Horizon Munsell Moist Abundance/Contrast Structure, etc.
0-6 A _ I 7.5R 3/3 - loam
6-18+ B 7.5R 3/3 clayeyloam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks:
Circle
Yes-X No
Yes-X No
Yes No-X
Circle
Is This Sampling Point Within a Wetland? Yes No-X
PREPARED BY: Eric Galamb Checked By: Approved by HQUSACE 3/92
S&ME, Inc./Ralcigh, NC
919/872-2660
1
1 ?+
TIE TOVM OF
HoHy
CA 0
??pnng.sl
NORTH CAROLINA
P.O. Box 8
128 South Main Street
Holly Springs, NC 27540
Town Hall Main Number 919-552-6221
Engineering Department 919-557-3938
Fax Number 919-552-9881
www.townofhollyspringnc.net
Date to/doq
Subject/ Project S, r, s. k v e P65 e 1L 0 3 -o i 9 B Sheet 2 of q
QZ,b ?(4.7s)?7. a 2?(o,ys)
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Q 3
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DWQ Project N
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following informatign):
Project Name: Sim son A., in ue Connec?,on
Contact Person: S i-e:pljq,"e S o d4„ o Phone Number. Ni 9 ) 5 57 - 3 93 S
Level Spreader ID: _
Level Spreader Length t o o ft.
Drainage Area l 71 ac.
Impervious Area 1.0-1 ac.
Maximum Filter Strip/Buffer Slope S.0 %
grass
Max. Discharge from a 10 Year Storm 7. 8 cfs
Max. Discharge to Level Spreader 7 G a cfs
Filter Strip/Buffer Vegetation 4 rg s s
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment r Bypass Method r w h r4 s se d S wa j e 'P r o 4-o d I S C? a r g e- -ro over (q n d
1-\ow 1?ve ` Sp+e-Aer
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
53' F Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
rJ f A Pre-Form Scour Holes are on flat slopes only
S T F No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

THE TOWN OF
Hony
C)PrMgS
NORTH CAROLINA
P.O. Box 8
128 South Main Street
Holly Springs, NC 27540
Town Hall Main Number 919-552-6221
Engineering Department 919-557-3938
Fax Number 919-552-9881
www.townofhollyspringnc.net
/oy
Date 10 1.2
Subject/ Project 5??? son 4,ie Pk a s e a Q 3 -o I Q fi Sheet 3 of y

7A ?\'

O?
' 4ao a,s
G r '
i
f
000 _
0000
000
00
7? r
l
0
Sediment Trap Sizing
North Carolina Erosion and Sedimentation Planning and Design Manual
Project Name: Stinson Road Project Phase II
Project Number: 03-019 B
Sediment Trap # 1:
Drainage Area Description to the Sediment Trap:
Disturbed earth (this project) = 1.13 Ac @ C = 0.75
Undisturbed, wooded areas = 0.30 Ac @ C = 0.25
Undisturbed, grassy areas = 0.25 Ac @ C = 0.35
Other areas = 0.07 Ac @ C = 0.90
Total = 1.75 Ac C = 0.61
Required Design Aspect of Semment irap:
Required sediment volume of the trap = 2,034 cf
The sediment trap must provide 1800 c.f. of sediment storage per disturbed acre of land.
This equates to approximately one year of sediment storage.
Reduction Factor permitted by erosion control authority = 1
Associated cleanout period for reduction factor = One Year
Sediment storage required = 2,034 cf
Key Aspects of Sediment Trap as Designed:
Design dimensions for sediment trap based on required sediment storage amount:
Sediment storage depth needed = 3 ft
Q,o = 7.68 cfs
Sediment surface area required [A=0.01(Q,o)(43,560)] = 3,345 sf
Middle of trap dimensions to provide required surface area and maintain a 2:1 length to width ratio:
Sediment Trap Length = 62
Associated Sediment Trap Width = 31
Surface Area Provided= 1,922 sf
Volume Provided= 5,766 cf
Surface Area Provided in Swales= 1,510 sf
Volume Provided= 2,265 cf
Total Surface Area Provided = 3,432 sf
Volume Provided = 8,031 cf
Weir Length Reauired Dimensioninq for Flood Passaqe:
Regional ten year storm intensity I,o = 7.22 in/hr (from local IDF-Curve)
Q,o = 7.68 cfs
Depth of flow for this weir length = 1 ft
Minimum of freeboard = 0.5 ft
Minimum Weir Length allowable for drainage area = 8 ft
Town of Holly Springs - Dcpartmcnt of Enginccring I of I
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM
IN LIEU FEE REQUEST FORM (revised 1/25/05)
Print this form, fill in information and sign, and either mail to NCEEP, 1652 Mail Service Center, Raleigh,
NC 27699-1652, or fax to 919-715-2219. Attachments are acceptable to clarify information on the form.
1. Name of Applicant or Agent
2. Name of Business * I
3. Street Address
4. City, State, Zip * I S c M's C) D
5. Telephone
6. Fax _ S SZ- 1%79)
7. E-mail S-?? Yl•r? , VC?C?i'?O ? ?'1 UI S I?+? n
8. Project Name * 2y)6-- se-
9. Project Location *
I
on
10. Lat-Long Coordinates
??+ 35"° 3F5 ? y err e ? yq ?
?i ?
11. River Basin
12. Cataloging Unit (8-digit) *** O ?OaO
13. Project County * \T? U`
14. Riparian Wetland Impact * e OX2 acres
15. Non-Riparian Wetland Impact * acres
16. Coastal Marsh Impact * acres
17. Stream-Cold Impact * feet
18. Stream-Cool Impact *
fz\ feet
19. Stream-Warm Impact * O? 51 rearm lkn
O? mop v r ll (x)
T feet
e arm.
20. ** Buffer-Zone 1 Impact * l O quare feet
21. ** Buffer-Zone 2 Impact * ? C? square feet
22. ** Buffer-Total (Zone 1 + Zone 2) square feet
Date:
Attachments? ? Yes No Signature f Applicant or Agent:

'.+ nn+_ .+n IIA + ..F L.F+ L.InnL
* Required information; hero answers in 14-1L snaId De indicated with v u IWF1 , "UL U1 L -U"
** Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba River Basins
and the Randleman Lake Water Supply Watershed.
*** Go to EPA "Surf Your Watershed" http://cfpub.epa.gov/surf/locate/index.cfm for CU determination.
Direct all questions to Carol Shaw at 919-733-5205 or carol.shaw(cDncmail.net
snc.vS
U10prc),va i

TRANSMISSION VERIFICATION REPORT
TIME 03/22/2005 12:04
NAME TOHS ENGINEERING
FAX [phone]
TEL [phone]
SER.0 BROA3J983476
DATE,TIME 03/22 12:03
FAX N0./NAME 97152219
DURATION 00:00:26
PAGE(S) 02
LT
RO
E STANDARD
ECM
NORT1'1
THE TOWN OF
Holly
Springs
cnROL inA
Enghneering Department
To.
Company:
8 V-01
L-!-F
Phone:
Prom: Feather V. Keefer, CFM )date:
Environmental Specialist
Pages: Including Cover
Re: CC:

? Urgent PorReview ? Please COwmen,t ? please Reply ? prise Rcc'yele
u -cts-? -Cx?+C, ?.? ?? o 9 ?'P-sM orss
F CA
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f Y1'?? Wauvro-uniy lend le CITY of Rll. lQh
011 ?V'
WAKE 41 ? ? 1,. ? ?t ,.,,1 ? ?? ,? \?`, ?
COUNTY Gevpyi?fd ntornwt 0+i $ervlus
Map created on 6/1612004 10:52:51 AM.
Copyright 2003. City of Raleigh, Wake County.
0 103 ft
http://imaps.co.wake.nc.us/imapslprintmap.asp?pin=&pinext=&minX=2052887.84131071... 6/16/2004
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Town of Holly Springs/Stinson Ave Ext/Phase II
Project Number 05 0530
Recvd From APP
Received Date 3/28/05
Project Type Road crossi

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. -BF NW14 0TH WT _0N F__27-43-15-3 I NSw 30,403. 0.06 F
F_ F-
Stream O Y O N F__ F_ r-F__30,403. F- 236.70
I- Buffers FT O N 30,403. 0.60 F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? Oo Y O N
Provided by Region: Latitude (ddmmss) 353846
Recommendation: O Issue O Issue/Coed O Deny
Longitude (ddmmss) 784916
Comments:
4/22/05 1 am uncomfortable about 149.6 LF perennial impact. Crossing #1 has 17,741 F (0.41 act„
buffer impact. Greater than 0.33 acres - requires mitigation? None was imposed. Crossing #2 is
130 degree angle; outside 75-105. Does not appear to be much room for alteration due to existing
road alignments, can we require mitigation? EWK
Recvd By Region
cc: Regional Office
Central Office Page Number !1
[Fwd: 05-0530 Stinson Ave Phase II Holly Springs]
Subject: [Fwd: 05-0530 Stinson Ave Phase II Holly Springs]
From: Larry Eaton <[e-mail]>
Date: Fri, 22 Apr 2005 11:18:56 -0400
To: Cyndi Karoly <[e-mail]>
CC: Debbie Edwards <[e-mail]>
You can probably make better use of these comments than I can.
Larry
Subject: 05-0530 Stinson Ave Phase II Holly Springs
From: Eric Kulz <[e-mail]>
Date: Fri, 22 Apr 2005 11:08:51 -0400
To: Larry Eaton <[e-mail]>
Larry:
I have reviewed this project. I talked with Stephanie Sudano, Director of
Engineering for Holly Springs, who verified that the 149.6 LF measurement for the
perennial impact was measured along the thalweg of the stream, and that the project
would be supervised by Heather Keefer (Environmental Inspector with the town) to
ensure that impacts do not exceed 150 LF. I still hate to see them that close.
Other items:
Crossing 41 has 17,741 SF (0.41 ac) of buffer impact. This is greater than 0.33
acres (1/3 acre). According to the Table of Uses, this should require mitigation.
They did not propose any.
Crossing 42 is at a 130 degree angle, which is outside the 75-105 we would like to
see. There does not appear to be much room for alteration due to the existing
Stinson Road segment alignments. I could not specifically find it in the buffer
rules, but if the crossing is not perpendicular, would it still be considered
allowable? The buffer impact is less than 1/3 acre, but should we require mitigation
for the non-perpendicular crossing?
My comments are on FileMaker.
Eric
Eric Kulz <Eric.Kulz ancmail.net>
Environmental Specialist III
Surface Water Protection
NC Division of Water Quality
Content-Type: message/rfc822
05-0530 Stinson Ave Phase II Holly Springs
Content-Encoding: 7bit
1 of 1 4/22/2005 11:29 AM

RECEIVED

TOWN OF HOLLY SPRINGS
Date Inv No.
03/23/2005 STINSTON PHASE I
P.O. No.
0)0530
Total Amt:
Amt
200.00
200.00
17367
I,
I
i
pF F
Cn
rt7 ?
F®
F0
o
Pre are ~s db P Y
Mk TOWN F H LLY PRIN F K a 0 S G NINE S EI41N D P ~ E ARTM G ENT
Februa ~ 2 aENR•~„,r , 8 005 , , ~I,ANDSAND T 3 ~NdIAWi~~~nn~~;~,~,
D
Pro ect Number: 0 -0196 Ph II 3 ase 1
MAK 2 8 2005
INDEX DENR • WATER LIUALITY WETLANDS AND STORMWATER B
SHEET DESCRIPTION ~ W
1 COVER SHEET
CROSSING W z ExisrlNG coNairioNS . LnT 35° sa' at" N U o
3 IMPACTS ~a CROSSING #1 ~ " ~ y Q LONG 7e° a9 taw p Q p -
4 GRADING @ CROSSING #i U m .
5. IMPACTS @ CROSSING #2 PINS CROSSING #t 6 DETAILS 0659303345
LAT 35°38'46" N
LONG 78° 16" W PIN STINSCN AVE .
0659300392
TOTAL LENGTHOFROAD: 40a FEET ~
TOTAL DISTURBED AREA: 1.13 ACRES ~ 9y
O - 9
PIN I 'J
0659300147 r~
PROJECT DESIGN TEAM:
0 KENDRA STEPHENSOM, E.1. \ Q
~ PIN z STAN FORTIER, P.E. P ~ PiN~
0659302069 0659303109 SCOTT EVENSON 5 Stinson Ave
1~ ~ ~ ~
~ Paad Cannecban o z
WOMBLE 0
'C~. - PARK tr
ca
N~ z
h~
VICINITY MAP
N~TTO SCALE

~ j~ i ~ 1 !#1 ~ ~ ~
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\ \ t~ p \
, , r ~ , \ ~ 50' BUFFER w ~ ~ o W.. , , ~ I ` \ J V7 Z Y F
, Q \~~ij \ I i\ \ , e U W 3x4 ,`\e`. ~f I \ ~ 50 BUFFER f' a' . _ v~ 0 0 0 0
s ~ \ \
. ! vv ~ I
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- _ • • • • • • AREA=0.003ac \ ~ W y
s iNTERMITfENT STREAM ~2 CL W ;
W~~ • i ~ ~ ~ ~ JURISDICTIONAL ~OZO~ \
; WETLAND #1 0,
I ~ ~ , I r (AREA 0.06ac) p ~,c,~ ~M: o ~ i 1 t .6 , ~J ~
~ ? , ~ I 1 4 r; L f 1 9 ~ i l t t \ 3 0~ ~ J
~ ! I i° 7 F V J d Q ~ , PERENNIAL STREAM i~~
1 ~ t
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~ ~
~ _ f d> 6 SHEETS ~ - 0

/ Z
r' o
SWALE ' ~ ~ 1 ;Q~ ~ . / . CLASS B RIP RAP
PROPOSED LEVEL SPREADER a ° Q 4 4• ' • ~ 15' x 15' x 2.0'
100' x 2' x 0.5' 0 Q Q . .i r a Q 0 .1
SEE SHEET 6 FOR CALCS 4 . ~ ( 1 r 0 0 ~
INLET PROTECTION ~ o ~ w ° ~
* ~ ~ o
~ r r ; o. L._ PVC DRAIN Z Y ~
Noo no
SEE SHEET 4 FOR ADDITIONAL r ~ o ,
DETAILS FOR THE NATURAL ~ , • • ' . • ~ s~.
CHANNEL DESIGN. _ 7 r a
7 r r~ ~ ~ a a

• ' r / r~ r ~ r a' . ' S5,
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~ ~ J/ - al i .i"i ! ti ~ 'd I ~ r V ~ © ~ r
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MANEIdT ~ ~ C i OF PER \ EN STURBANCE ~ w ~
f ~ ~ - STREAM DI o ~
° ~ ,ST / , j CLASS B RfP RAP m a
AST ~ m ~ ~ STR OF ~ • - , ~ ~ TO ARMOR THE BANK. A ~
. , ry~..~ DJSTU ~rENT ~ , M ~ ?
a. o . a
- i n r~, i ~ ~ U
AREA WITHIN THE 50 TEMPORARY ~ ~ ' CJ ~IPORARY DIVERSION OF THE STREAM z ~ a
IMPERVIOUS ~ Z BUFFER=0.41 ACRES r ~ ~ HANNEL WHILE BAY ~1 OF THE CULVERT w o
OR 17 741 SF EARTHEN BERM ~ l ~ ,i j 3 z Q r ~ IS CONSTRUCTED. DURATION 1S EXPECTED ~ _ a
~ - a~~_ ` i TO BE 1-2 MONTHS. ONCE BAY # 1 fS i
149.6 LF OF PERENNIAL , ! COMPLETED FLOW WILL BE RESTORED AND o STREAM DISTURBANCE ~ ' ; ~ ! ~ 2
~ r P ~ CONSTRUCTION WILL BEGIN ON BAY ~2 c,W h 0 ~ ~ _ n
1 ~ ~ ~ ~ Q ~ r ~ AND ~3. V ~J f ~ ~ ~ v ~
i , ~ ~e 2 I ~ ~ _ _ _ SEWER RELOCATION ~ a ~
I r LIMITS OF DISTURBANCE Q 3 ~ ~
9 J W Wk~ ~ o ~ ~I / Q Zm~ 0
f a a r W3t3 ~
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I ! w oC~-' 2 PROPOSED TRIPLE 8'xT RCBC r ~ _ ° 0
o r "ry J d ~ Z PLACED ONE FOOT BELOW THE ~ r r o ~ U) < J
d~ STREAM BED ELEVATION o J j ~i o ~ k = O
~ I l i! ~Z ~ / ~ 4 I/ ~ / ~ 4.;
~ ti ~
/ ~ SHEET N0. r . ~ ~
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o I ~ 365 ~ 369 _ i
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0 361 E
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d Q
i + ~ 1. THE STREAM FLOW IN THE EXISTING CHANNEL IS ~ ~ LESS THAN ONE FOOT DEEP IN THE SHELF ARFA ~ + ~
~ 4. THE PROPOSED SHELF AND BANK AREA IS TO z 4, ~ SiABiUZED AND SEEDED IMMEDIATELY AFTER " Q z ~
i ~a GRADING LS COMPLETED.
SHEEP N0. h ~
0 4 of
6 srtEErS ~ ° - o

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~p SEDIMENT TRAP ~ ~
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l ~ li` o. I i j vi Z Y~
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OS . F A ~ ~ AREA WITHIN THE 50 f
~o ~ BUFFER=0.30 ACRES ~ r ro ~ I
~X ~ OR 13,269 Sf \ a
i 87.1 LF OF INTERMITENT \ t
, j STREAM DISTURBANC€ r~ ~
4 I x4 ~ \ I ~
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~ PROPOSED TNIIN 30 RCP \ ~'o ,.Jo cs ~I
pp~~CI, WITH FES ON EACH END. ~ 1 Z Z oo ~ 0
SET ONE PIPE WITH {NVERT o °c~ m ~ k h
ELEVATIONS ONE FOOT \ .o ~ 2 m p ~ LOWER THAN THE OTHER ~ j w ~ c~ ~
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