20051429 Ver 1_COMPLETE FILE_20051010 (2)

TowN O ROLESVjI,,,,LE First Incorporated 1837
200 k`ast Young Street
Mayor Nancy k:clly
Comnii,ssioner Rotuzie C wrin Post Office K)x 2SO
Commissioner k rank N.agles, Manor Pto- Fetnhore Rolcsville, North Catolitta 27571
Comtykissioncr 1: ank k lodve Phone: `)1`). SS6. iS06
Commissioner Betty Whitaker Facsimile: 90. S S6. 68 S2
Connmissioaer Jack-' Wilson vvvvvv.ci.tolesville.n.c.us
September 30, 2005
Mr. John Dorney
NC DENR - DWQ
1650 Mail Service Center
Raleigh, NC 27699
Reference: DWQ # 05-1429
Dear Mr. Dorsey;
The Town of Rolesvillc received your letter regarding the review of DWQ # 05-1429 involving the Granite Falls
Boulevard Thoroughfare. In response, the Town of Rolesville commits to requiring on-site stormwater
management measures (such as level spreaders, bioretention, or constructed wetlands) for any addition
development on parcels adjacent to this thoroughfare.
If you should have any questions, please feel free to contact me at 556-3506.
With respect,
t ft cks
ning Director
Q?c?c?odffl, I
OCT 4 _ 2005
DENR - WATER QUALITY
WETLANDS AND 8TORMWATER BRANCH
O?O? W A T ?9pG
r
p`iii? Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 10, 2005
DWQ Project # 05-1429
Wake County
Mr. Brian Hicks
Town of Rolesville
200 East Young Street
Rolesville, NC 27571
Subject Property:
Granite Falls Thoroughfare
Ut Sanford Creek [030402, 27-23-5, C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Hicks:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 120 linear feet of streams and 23,638 square feet (ft2) of protected riparian
buffers for the purpose of constructing the thoroughfare road at the subject property, as described within
your application dated July 28, 2005, and received by the N.C. Division of Water Quality (DWQ) on July
29, 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) NW 14 when issued by the US Army Corps of Engineers (USAGE). 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 Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
One
thCarolp' na
Npr
401 Oversight/Express Review Permitting Unit WA(ra ly
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
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
Town of Rolesville, NC
Page 2 of 5
October 10, 2005
Amount Approved Units Plan Location or Reference
Stream 120 feet Sheet 5 of 6
Buffers 23,638 (square ft. Sheet 1 of 1
2. 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.
3. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. 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. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
7. Culvert Installation
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
Town of Rolesville, NC
Page 3 of 5
October 10, 2005
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.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert. Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed. Culvert(s) must be installed according
to approved plans.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
8. No Stream Impacts (Open Bottom & Bottomless Arch Culverts)
Your application states that a bottomless culvert will be used to cross the stream at Impact 1 and
that no impacts will occur to either wetlands or streams at this crossing. This letter does not
approve any impacts to streams or wetlands. The proposed project must comply with all
applicable water quality standards as listed in 15A NCAC 02B .0200. The placement of the
culverts shall not be conducted in a manner that may result in aggradation, degradation or
significant changes in hydrology of the stream bed and bank, adjacent to or upstream and
downstream of the structure. The openings must be provided to maintain the natural hydrology of
the system as well as prevent constriction of the floodway that may result in aggradation,
degradation or significant changes in hydrology of streams.
Town of Rolesville, NC
Page 4 of 5
October 10, 2005
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
10. Cumulative impacts on downstream water quality
In accordance with the September 30, 2005 letter from the Town of Rolesville, on-site stormwater
management shall be required for stormwater from all parcels that are developed as a result of
this road construction. The Town of Rolesville has the responsibility to notify landowners and
developers of these tracts with respect to this requirement. These stormwater management plans
shall conform to the latest DWQ design guidelines in effect when the parcels are developed. The
Town of Rolesville shall maintain copies of these approved plans and make them available for
DWQ inspection and review upon request.
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.
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.
Town of Rolesville, NC
Page 5 of 5
October 10, 2005
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 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
AWK/ijm
Enclosures: GC 3404
Certificate of Completion
cc: Walter Cole, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051429GraniteFallsT-fare(Wake)401 _NeuseBuffers
OCT-6-2005 07:32 FROM:DWQ-WETLANDS 9197336893 TO:MRO P:2/2
f w a r?9 Michael F. Easley, Governm
?q
Q
: Secretary
Rosa Jr
William O
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North Carolina Departmcnt o .,
.
Envirvnmant and Natural Ramumcs
Q C Alan W. Klimck, P.E. Director
Division of Water Quality
September 22, 2006
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Brian Hicks
Town of Rolesville
200 East Young Street
Rolesville, NC 27571
Dear Mr. Hicks:
RE: Granite Falls Thoroughfare
D
ake County
Staff3f the ter Quality have reviewed the application to nstruct Granite Falls
thoroughfare between Rogers Road and West Young Street. As you probably now, OWQ's rules require
that we certify that the project will not result In 'cumulative Impacts, based on p .st or reasonably
anticipated future impacts, that cause or will cause a violation of downstream ;" liter quality standards"
NCAC 2H .060%b)(4). it is clear that construction of this road will result in add opal development to
several tracts that will then gain road access. In addition, 4 appears that save I of these tracts will
require additional stream impact in order to get full access. With respect to cu ulative impacts, the
Preconstruction Notification (PCN) form for the project states "There are no futu impacts resulting from
future development for this project; at this time." (Section XIV of the PCN). Wh le this may be accurate,
clearly there will be additional stream impacts in order to develop the adjacent arcels and the stormwater
from these developments have the may cause a violation of downstream water uality standards.
Therefore, we will -place this project on hold for incomplete information ntil the cumulative
Impacts of this project are adequately addressed. One way to address this con rn Is to have the Town
of Rolosville commit to requiring on-site stormwater management measures (su as level spreaders,
bioretentlon or constructed wetlands) for the additional development when thoa parcels are developed.
However, the Division is open to other approaches that would give us the assn nce that downstream
water quality would be protected from the cumulative impacts of this project.
I can be reached at 733-9646 if you would -like to discuss this Issue and possible solutions. If we
do not hear from you in three (3) weeks, we will assume that the Town does no want to pursue this
project and will consider it to be withdrawn.

TDo
Cc: Ian McMillian, DWQ
Mike Horan, DWQ Raleigh Regional
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OF WATF9 p Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
Division of Water Quality
September 22, 2005
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Brian Hicks
Town of Rolesville
200 East Young Street
Rolesville, NC 27571
Dear Mr. Hicks:
RE: Granite Falls Thoroughfare
DWQ # 05-1429
Wake County
Staff of the Division of Water Quality have reviewed the application to construct Granite Falls
thoroughfare between Rogers Road and West Young Street. As you probably know, DWQ's rules require
that we certify that the project will not result in "cumulative impacts, based on past or reasonably
anticipated future impacts, that cause or will cause a violation of downstream water quality standards"
NCAC 2H .0506(b)(4). It is clear that construction of this road will result in additional development to
several tracts that will then gain road access. In addition, it appears that several of these tracts will
require additional stream impact in order to get full access. With respect to cumulative impacts, the
Preconstruction Notification (PCN) form for the project states "There are no future impacts resulting from
future development for this project, at this time." (Section XIV of the PCN). While this may be accurate,
clearly there will be additional stream impacts in order to develop the adjacent parcels and the stormwater
from these developments have the may cause a violation of downstream water quality standards.
Therefore, we will place this project on hold for incomplete information until the cumulative
impacts of this project are adequately addressed. One way to address this concern is to have the Town
of Rolesville commit to requiring on-site stormwater management measures (such as level spreaders,
bioretention or constructed wetlands) for the additional development when those parcels are developed.
However, the Division is open to other approaches that would give us the assurance that downstream
water quality would be protected from the cumulative impacts of this project.
I can be reached at 733-9646 if you would like to discuss this issue and possible solutions. If we
do not hear from you in three (3) weeks, we will assume that the Town does not want to pursue this
project and will consider it to be withdrawn.
Cc
Ian McMillian, DWQ
Mike Horan, DWQ Raleigh Regional OWce
Raleigh Field Office US Army Corps of Engineers
File copy
Central files
Walter Cole, Soil and Environmental Consultants
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: lam://h2o.enr.state.nc.us/ncwetlands
NoOE Carolina
NIVA(Mily
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
WQC #3404
Certifications. For road construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground;
18. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
19. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 14 or Regional General Permit
198200031, whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3404
Certification of Completion
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified ied Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Date:
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Signature: Registration No. Date
Staff Report
Project Num: 20051429
Name: Granite Falls Thoroughfare
County: Wake
Location: UT Sanford Creek NEU basin
Latitude: +35°55'25"
SW Plan Location:
Owner: Hicks, Brian
Contact Person: Hicks, Brian
Inspection Date: 09/16/2005
Reason for Inspection: Other
On-Site Representative(s):
Primary Inspector: Mike Horan
Secondary Inspector(s):
Question Areas:
N Site Visit
Inspection Summary:
Version: 1 Status: Received
Project Type: New Road/Highway
Region: Raleigh
Rolesville
Longitude: -78°27'53"
Title:
Phone: [phone] Ext.
Entry Time: 09:30 AM Exit Time: 10:45 AM
Inspection Type: Staff Report
Phone:
Page: 1
Project Num: 20051429 Owner: Hicks, Brian
Inspection Date: 09/16/2005 Inspection Type: Staff Report Reason for Visit: Other
Site Visit Yes No NA NE
Do impacts described in the application differ those seen in the field? 0 O 0 0
If yes, please describe differences: First crossing was determined not to be subject to the Neuse River Buffer Rule.
Therefore, feature is more of wetland drainage feature
Are the Intermittent/Perennial calls different in the application? M ? O O
If yes, please describe differences, and how mitigation ratios are affected: no mitigation
Are there additional impacts not described in the application? 11000
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification? O 0 0 ?
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification? ? M ? ?
Are there additional stromwater conditions that should be required due to the following classifications: O N O O
303(d)list, Class WS, NSW, ORW, HQW
Describe:
Is this a subdivision or otherwise part of a larger project? 0000
If yes, what phase is this?
Are there prior impacts from prior phases? 0000
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment: I think having this thoroughfare I believe that there are other impacts that will be proposed
Page: 2
Staff Report
Project Num: 20051429 Version: 1 Status: Received
Name: Granite Falls Thoroughfare Project Type: New Road/Highway
County: Wake Region: Raleigh
Location: UT Sanford Creek NEU basin Rolesville
Latitude: +35°55'25"
SW Plan Location:
Owner: Hicks, Brian
Contact Person: Hicks, Brian Title:
Inspection Date: 09/16/2005
Reason for Inspection: Other
On-Site Representative(s):
Primary Inspector: Mike Horan
Secondary Inspector(s):
Question Areas:
N Site Visit
Inspection Summary:
Longitude: -78°27'53"
Phone: [phone] Ext.
Entry Time: 09:30 AM Exit Time: 10:45 AM
Inspection Type: Staff Report
Phone:
Page: 1
Project Num: 20051429 Owner: Hicks, Brian
Inspection Date: 09/16/2005 Inspection Type: Staff Report Reason for Visit: Other
Site Visit Yes No NA NE
Do impacts described in the application differ those seen in the field? 0000
If yes, please describe differences: First crossing was determined not to be subject to the Neuse River Buffer Rule.
Therefore, feature is more of wetland drainage feature
Are the Intermittent/Perennial calls different in the application? N O O O
If yes, please describe differences, and how mitigation ratios are affected: no mitigation
Are there additional impacts not described in the application? ? N ? O
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification? 0000
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification? 0000
Are there additional stromwater conditions that should be required due to the following classifications: 0000
303(d)list, Class WS, NSW, ORW, HQW
Describe:
Is this a subdivision or otherwise part of a larger project? N ? O O
If yes, what phase is this?
Are there prior impacts from prior phases? O N O ?
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment: I think having this thoroughfare I believe that there are other impacts that will be proposed
Page: 2
Triage Check List
Date: Project Name: b?C?6?i Sz?« T Ka
DWQ#: N2.9
County:^
To: ? ARO Kevin Barnett ? Wa.RO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Mike Horan
From: Telephone : (919)
The file attached is being forwarded `o our for your evaluation.
Please call if you need`,as 'stance.
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 s mzx_s& ?
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: Up?/? C- ? ?S t fZ, VZ?
[? 11 \!n rx ("- p, ! -?
/ _, 0 0 5 1 3 2 9
n!r- n
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Andrea Wade - -
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27614
From: Walter Cole
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
S&EC Project # 7795.W2
N.C. Division of Water Quarp r
401 Oversight and Express Perit nit
vu-
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250 4 y
Raleigh, NC 276? a v
T"i
2 9 2005
Re: Granite Falls Thoroughfare Project - Town of Rolesville
Wake County, NC
DENR . WATER QUALITY
WETLANDS AND STORMWATER BRANCH
On behalf of the applicant, Town of Rolesville, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
proceed under Nationwide Permit 14 and General Water Quality Certification 401. Please
contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Granite Falls Thoroughfare
Project Type NWP 14 - Road Crossing
Owner/ Applicant Town of Rolesville
Count Wake
Nearest Town Rolesville
Waterbod Name UT of Sanford Creek
Basin / Sub-basin 03-04-02
Index Number 27-23-5
Class C NSW
IMPACT SUMMARY
Stream Impact (acres): .0138
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0138
Total Stream Impact (linear feet): 120
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization Form
Rolesville, NC - USGS Quad. Map
Wake County Soil Survey Map
Impact Map
Wetland Data Forms
Stone water Plans & Calculations (DWQ only)
$200 Application Fee to DWQ
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
?? r 1
Office Use Only: 2 O OFor Version March' 05
5 2
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
If your project is located in any of North Carolina's twe t coastal counties (listed on page
4), and the project is within a North Carolina Divisio t nt Area of
Environmental Concern (see the top of page 2 for further at s), c
I
II. Applicant Information
"11- 2 9 2005
NERAN SANSTORMWATER BRANCH
Owner/Applicant Information
Name: Town of Rolesville Attn: Brian Hicks: Planning, Director
Mailing Address: 200 East Young Street
Rolesville, NC 27571
Telephone Number: [phone]
E-mail Address:
Fax Number: [phone]
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: Walter Cole
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: wcole@a,sandec.com
Page 5 of 14
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: Granite Falls Thoroughfare
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): PIN# 1759812836, PIN# 1759935070, PIN#
1769035133, PIN# 1769031192, PIN# 1759935070. PIN# 1759922076
4. Location
County: Wake Nearest Town: Rolesville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): The proposed road would
intersect approximately 2000 feet north of the intersection of Rogers Road (SR 2052) and
Hwy (Main Street), and approximately 2000 feet north of the intersection of Hwy 401
and West Young, Street (SR 1945) in Rolesville, Wake County, North Carolina.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):Rogers Rd. Intersection: 35.9234752N 78.464858W
West Young St. Intersection: 35.9332758N 78.4575911W Road Crossing: 35.9257528N
78.4648166 Road Crossing: 35.9252696N 78.4665490W
6. Property size (acres): This linear project is 4000 feet in length.
7. Name of nearest receiving body of water: Sanford Creek ( 03-04-02 27-23-05 C 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://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 14
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the site consists of agricultural land use and
forested undeveloped land The land use within the vicinity of the project consists primarily
of residential and agricultural land use
10. Describe the overall project in detail, including the type of equipment to be used: The
overall project consists of the construction of approximately 4000 linear feet of roadway that
would link Rogers Road and West Young Street in downtown Rolesville. Typical heavy
equipment associated with road construction will be used for this project. Impacts resulting
from the construction of this road will consist of 120 linear feet of stream channel and 13,482
square feet of Zone 1 Neuse Riparian Buffer and 10, 156 square feet of Zone 2 Neuse River
Riparian Buffer (total 23,638 square feet for Zone 1 & 2 Buffer).
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
road access from Rogers Road to West Young Street as part of the Town of Rolesville
Thoroughfare Plan which was approved November 2002, a map of which has been included.
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. The applicant requested a detailed wetland delineation and buffer
determination from S&EC prior to the road plan development and the alignment was changed in
order to lessen the impacts to stream channels and wetlands on-site. No permits have been
requested for this project prior to this application
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.
There are no additional permits that the Town of Rolesville will be seeking, all future
developments and associated impacts will be permitted on a per project basis with the developers
as the responsible party.
Page 7 of 14
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
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: Permanent impacts resulting from this
proposed road construction consist of 120 linear feet of perennial, important stream channel
and 23,638 square feet of Neuse River Riparian Buffer.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A N/A N/A N/A N/A N/A

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: None along road
corridor.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Page 8 of 14
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or

Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
I UT -Sanford
Creek. Permanent/culvert perennial 5' 120 .0138

Total Stream Impact (by length and acreage) 120 .0138
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the vroiect:
Stream Impact acres : .0138
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) .0138
Total Stream Impact (linear feet): 120
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Page 9 of 14
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 USACE's current policy
requires applicants to avoid and minimize wetland and stream channel impacts to the maximum
extent practicable and may require further compensatory mitigation to offset unavoidable losses
of waters of the US when impacts exceed the requirements for notification (0.10 acre). The
proposed road is part of the Town of Rolesville Thoroughfare Plan from November 2002 and is
needed to provide access from Rogers Road to West Young Street in downtown Rolesville as
part of their long term planning. This road is also adjacent to the new Wake County public
elementary school that is set to open Fall term of 2007, and part of the Town of Rolesville public
park property which is under construction., as well as several proposed residential developments
all of which are in the very early _preliminary_ planning stages. The Town of Rolesville recognizes
this project as separate to all of the other proposed surrounding projects that are in the early
preliminary planning stages. This road will help to alleviate traffic congestion on South Main
Street between Young Street and Rogers Road, in addition to providingdirect access to the
elementary school site from Rogers Road. It may initially appear that one of the stream crossings
could be avoided if the road was relocated to the west below an existing pond. Please note that a
beaver impounded wetland exists in this location. Also, by locating this road in the proposed
alignment it will avoid the need for future road crossings to access the southern half of the
proposed Granite Falls Boulevard. The Town of Rolesville requested a detailed wetland and
stream buffer evaluation which resulted in the realignment of the road to avoid any wetland
impacts and . decreased the number of streams impacted. In addition the Town of Rolesville has
designed Impact 1 with a bottomless culvert, thereby avoiding the stream impact altogether.
Therefore, S&EC believes further compensatory mitigation should not be required by the
USACE.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 10 of 14
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 11 of 14
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact
Zone* Impact
(square feet Multiplier Required
Mitigation
1 6,317 3 (2 for Catawba) N/A
2 3,711 1.5 N/A
Total 10,028 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Impact 2
Zone* Impact Multiplier Required
(square feet Mitigation
1 7,165 3 (2 for Catawba) N/A
2 4,439 1.5 N/A
Page 12 of 14
Total 11,604 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Impact 3
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 2,006 1.5 N/A
Total 2,006 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Total Impacts
Zone* Impact
(square feet Multiplier Required
Mitigation
1 13,482 3 (2 for Catawba) N/A
2 10,156 1.5 N/A
Total 23,638 N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. See enclosed material. The project will comply
with the diffuse flow requirements of the Neuse Buffer Rules.
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.
Page 13 of 14
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes El No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: There
are no future impacts resulting from future development for this project, at this time.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
TOW11 OF RI-iLES':- ILLS -419SSEEr5--
0 7 1- 16 .._Fj?:) S 08: Tn14: P. EtL???c s i-c. 55 a57,
w-w SsndPC corn
/-GENT AUTHORIZATION FORM
AU Blankr. To Be Filled In 1 y The Current Landowner
ND. !? 1 I
oil & Environmental Consultants, PA
10 Raven RilEe Road # RAIcigh. North Carolina 77614 • Phone: [phone] • Fix, [phone]
Name: _ T L f 2olesvi l -e
Address: , 200 1, Younr?St.
Rolesvilie. NC
Phone: [phone]
Pro)ectName/ Description: Granite Falls Blvd. S&>?CProjert+r ?7gr? Tl
Date: July 5, 20C5
The Department of the Army
U.S. Army Corps of Engmeers, Wilmington District
P.O- box 1890
Wilmington, NC 28402
Attn:
rie34 Office:
Ve- ?? ?rJna:s Related Consulting and Permitting
To Whom It May Concern:
,,,- re4pp r,r-A/C, r.4?
1, the current proper owner, her('by designate and authorize Soil & Enviionmentw Consultants, PA, to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
suppern,ental information in support of appticaaona, etc, from thila day forward. The s day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's Name !'k•.<<„ ?. G
c>>- r>!5 .rt• r.,c ; ;,. c 1 ner s Signature
cr Ms, Cyndi Karoly cc: Mr. Walter Cale
NCDENR - DWQ Soil & Environmental Comultante, FA
X21 Crabtree Boulevard
Raleigh, NC 27604
trhttlattcQtfirs:
236 LrPhillip Conn. Sees (' fib= nw,
)817-F- t4wr WV. ihi.t
CuncnrJ, NC 28025
Lei- abom, NC 77455
Phonc Fe.v (734)'770.9405 Peones' [phone]
rx (7?4) 720 A4pfi Pox: [phone]
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Project A: I Scale:
TIMM 1"=2000'
Project Date: 07-
Mgr.: WC 20-2005 Figure 1- USGS Quad.
Town of Rolesville
-Granite Falls Thoroughfare-
Rolesville Quadrangle
Wake County, NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
758N
)11VA
Project #: Scale:
7795.W2 1 "=1320'
Project Date: 07-
Mgr.: WC 20- 2005
Figure 2 - Soil Survey
Town of Rolesville
-Granite Falls Thoroughfare-
Sheet 22
Wake County, NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Granite Falls Thoroughfare S&EC # 7795.W1 Date: 10-16-04
Applicant/Owner: Town of Rolesville County: Wake
Investigator: Walter Cole and David Gainey State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Upland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: 50'S of W55
(If needed, explain on reverse.)
i--C wT1A\I
?VVV If1V •
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus taeda TREE FAC 9.
2. Juniperus virginiana TREE FACU- 10.
3. Smilax rotundifolia VINE FAC 11.
4. Lonicera japonica VINE FAC- 12.
5. Cercis Canadensis SHRUB FACU 13.
Quercus nigra TREE FAC 14.
7. Ilex opace SHRUB FAC- 15.
8 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 43%
Remarks:
uvnon1 nn_v
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: N/A (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: >16" (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Granite Falls Thoroughfare S&EC # 7795.W1 Plot ID: 50'S of W55
avlw
Map Unit Name Drainage Class: Well drained
(Series and Phase): Appling Field Observations
Taxonomy (Subgroup): Typic Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-6 Al 10YR5/2 Sand loam
6-12 A2 10YR6/4 Sand Loam
10-16 Bt 7.5YR5/6 Clay loam
Hydric Soil Indicators:
Histosol Concretions
_
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_
Sulfidic Odor Organic Streaking in Sandy Soils
_
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric Soil Present
WFTI Arynq nPTFRMINATION
Hydrophytic Vegetation Present? Yes X No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes X No
Hydric Soils Present? - Yes X No
Remarks:
L- -1
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Granite Falls Thoroughfare S&EC # 7795.W1 Date: 10-16-04
Applicant/Owner: Town of Rolesville County: Wake
Investigator: Walter Cole and David Gainey State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: Bottomland hardwood
Is the area a potential Problem Area? Yes X No Plot ID: 40' S of 505
If needed, explain on reverse.) 1 11

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Lonicera japonica VINE FAC- 9.
2. Acerrubrum TREE FAC 10.
3. Ilex glabra SHRUB FACW 11.
4. Woodwardia virginica HERB OBL 12.
5. Saururus cemuus HERB OBL 13.
Smilax rotundifolia VINE FAC 14.
Boehmeria cylindrica HERB
7. FACW+ 15.
_
8. Microstegium vimineum HERB FAC+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 87%
Remarks: Wetland Vegetation Present
uvnoni ^e-.v
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 6 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 6 (in.)
Remarks:
1 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Granite Falls Thoroughfare S&EC # 7795.W1 Plot ID: 40' S of 505
OVIL.0
Map Unit Name Drainage Class: Poorly Drained
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): Typic Ochraqults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-7 A 10YR 312 Sand loam
7-12+ B 10YR 5/1 5YR 6/8 Common/distinct Clay loam
Hydric Soil Indicators:
Histosol Concretions
_
Histic Epipedon High Organic Content in Surface Lay er in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime X Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_
X Gleyed or Low -Chroma Colors Other (Explain in Remarks)
Remarks: Hydric Soils Present
L__
.1
WFTI ANTIS DETERMINATION
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes No
Remarks:
L_ .1
07/11/2005 11:47 JOHN A. EDWARDS & CO. 4 8469467 NO.518 P02
(a 002
DWO Proje,A No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I PROJECT INFORMATION (pleaso; corn plate the following informeliori),
Project Name : Granite Falls Bo.tlevard
Contact Person' John A ward's Phone Number: (919) 8284426
Laval Spreader ID:. LS-1
Level Spmader Length 196 ft.
Drainage Area 214 ac.
Impervious Area 0.22 ac.
Maximum Filter Strip/Buffer Slope 6 °A
grass
Max. Discharge from a 10 Year Storm 14,31 cfs
Max. Discharge to Level Spre4er 14.31 cis
Filter Strip/$uffer Vegetation Iss
(perpendia,lar to flow)
(on-slle and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(13% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass. canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method ' NIA
II. REQUIRED ITEMS CHEPKLIST
initial In the space provided to indicate Via following design requirements have bean met and supporting docurnenlation is attached. If a
requirement has not been met, attach ate explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each 9MP, design calculations. plans and specifications snowing all fa MPs and outlal 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 substantlrlly delay final review and epproval of the projoot.
tS Ini i
Level spreader it at least 13 ff. per cts for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
titter.
Pre-Form Scour •1oles are on flat slopes only
No structures arl, located in protected buffers'
If bypass method specified in the Draft L avel Spreader Design Option Document:
5ypass method i4 specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent fitter strip is hydraulically and spatially separate from the bypass
discharge,
No structures arr located in protected buffers.
Plan dalails for (lie bypass and outlets are provided.
The operation ar,d maintenance agreement includes annual erosion and vegetation repair,
The operation ar d 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 desigred according to the Draft Laval 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,
07/11/2005 11:47 JOHN A. EDWARDS & CO. -? 8469467 NO.518 P03
IC1 t) t19
DWQ Project N
IDIVISIDN OF WAYFR QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information),
Project Name : Granite Falls Boulevard
-
Contact Person. John A. Edwprd Phone Number: ( 9191 82114428
Level Spreader ID:. LS-4
Level Spreader Length 237 ft.
Drainage Area _ 3.44 ac,
Impervious Area _ 0.32 ac.
Maximum Filter Strip/Suffer Slope _ 6 %
grass
Max. Discharge from a 10 Year Storm _ 17.39 cfs
Max. Discharge to Level Spreader - 17.39 cfs
Filler SlriplBuffer Vegetation TGS
(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: feel' littler cover, 8% for thick ground over),
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method - N/A
11. REQUIRED ITEMS CHECKLIST
Initial in tha space provided to indicate the following design requirements have been mat and supporting documentation is attached. ff a
requirement has not been met. attach ar explanaNon of why. At a minimum, a complete stormwster management plan submittal includes
n worksheet for each BMP, design ea,culalions, plans and specifications showing all BMus 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 end approval of the project.
A li nts In t t
„Level sproadef Is at least 13 it. per cfs for thick ground cover of grass or 100 ft par cfs in canopied forest with leaf
litter.
0000,- Pie-Form Scour Doles are on flat slopes only
No structures are located in protected buffers'
0141, 071 - If bypass method specified in the Draft Level Spreader Design Option Document'
Bypass method ir. specified (if applicable) and plain details and calculations are provided
Discharge to leve• spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffets,
Plan details for to bypass and outlets are provided.
The operation end maintenance agreement includes annual erosion and vegetatiorl repair,
_._ The operation anJ maintenance agreement signed and notarized by the responsible petty is provided.
' Level spreaders in series can be used - in slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to z5% in areas
with thick ground cover or grass if desigr ed 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.
07/11/2005 11:47 JOHN A. EDWARDS & CO. 4 8469467
DWO Project No
DIVISION OF WATER QUALITY , LEVEL SPREADER WORKSHEET
NO. 518 P04
10004
I. PROJECT INFORMATION (pleau Complete the following into(mafion):
Project Name ; GraQits Falls aoillevard
Contact Persons John A. Edward, Poone Number li 9101 8284428
Level Spreader ID:, LS-7
Level Spreader Length _ 300 ft.
Drainage Area 4.q ac,
Impervious Area _ 0 5o ac.
Maximum Filter Strip/Suffor Slope
grass
Max. Discharge from a 10 Year Slorm _ ,2.84 cfs
Max. Discharge to Level Spreader _ 22,84 cfs
Filler Strip/Buffer Vegetation _ TGS
(perpendicular to flow)
(on-site and oft-site drainage to the level spreader)
(on-site and off-slte drainage to the level spreader)
(635 for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Rre•treatmem or Bypass Method NIA
It. REWIRED ITEMS CHECKLIST
Initial in the space provided to indicate 114 following design requirements have been met and supporting documentation is attached Na
requiremenf has not been met, ansch at explanation of why, At a minimum, a compfele stormwater management plan submittal includes
a worksheet for each 13MP, dasign calculations, Plano and specifications showing all BMPs and outlet structure details, a detailed
dreinage plan and a fully execuled oper-ttion and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substanlia+ly delay final review and approval of the protect,
Awlicants, UvitiaW
oOOWM Level spreader Is at least 1311, per cis for thick ground cover or grass or 100 h per cfs in canopied forest with leaf
litter.
Pre-Form Scour doles are on flat slopes only
No structures are located in protected buffers'
If pypass method specified in the Draft Over Spreader Design Option DUGllmenl,
Bypass method i., 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 ant maintenance agreement includes annual erosion and vegetation repair
-The operation and rnainlenance agreement signed and notarized by the responsible party is provided
' Level spreaders in series can be used )n slopes of up to 15°4 in forestad areas with leer littler cover or on slopes of up to 254A 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.
07/11/2085 11:47 JOHN A. EDWARDS & CO. 4 8469467 NO.518 D05
10 006
DWO P*1 No, -
OIVISIOW OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INPORMATION (pieasa complete the following information),
Proiect Name : _ Gra,gk Falls g devard
Contact Person: John A, Edward Phone Number: (919) ? 928-0428
Level Spreader 10:. L$•l0
Level Spreader Length
Drainage Area
impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max, Dischargo to level Spreader
Fiftef SiAp/Buffer Vegetation
0.79 ac,
0.18 ac
6 %
3.99 cfs
3,99 cfs
TGS
(perpendlcular 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, 15% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method NIA
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate Vie tollowing design requirements have been ntet and supporting documentation is attached. fra
requirement rnas not been mel, attach are explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each 9MP, design calculations, plans and specifications showing all RMPS 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.
A i n I it
Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cis in canopied forest with loaf
Uttar,
Pre-Form Scour "roles aru on Oat slopes only
No structures art 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 low-I spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures art- located in protected buffers.
Plan details for the bypass and outlets are provided,
The operation or d maintenance agreement includes annual erosion and vegetation repair.
_ The operation ar d maintenance agreement oigned and notarized by the responsible party is provided.
' Level spreaders in series can be used an 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 gross if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected butler areas In any event the second level spreader cannot be located in Zone 1 of a protected buffer area,
07/11/2005 11:47 JOHN A. EDWARDS & CO. -? 8469467 NO.518 P06
(?Joao
DWQ Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information),
Project Name Granite Its Boulevard
Conlact Person: JohaA. Edward Kw Phone Number: ,L91Q) 029-4428
Level Spreader 10:, LS-13
Level Spreader length 300 A.
Drainage Area _ 4.56 ac,
Impervious Area 0.23 ac
Maximum Filter Strip/Buffer Slope 6 %
grass
Max. Discharge from a 10 Year Storm 23,12 cfs
Max. Discharge to Level Spreader _ 23.12 cfs
Filter StripiSuffer Vegetation - TQ5
(perpendicular to flow)
(on-site end off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6`9'0 for forabted, leaf littler cover, 8% for thick ground Cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
It. REQUIRED ITEMS CHECKLIST
Initial In the space provided to Indleote it, a fallowing design requirements have been met and supporting documentation is attached. U a
requirement has not boon met, attach at expianat(on of why. At a minimum, a complete stormwater management plan submittal includes
a workaheel for each BMP, design ca1culati0115, plans and speCiflcations showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal pBCKege will result in a request for
add-dional information and will substantially delay final review and approval of the project.
A I' ill I
_ Level spreader it at least 13 fl. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
_ Pre-Form Scour toles are on flat slopes only
No structures erk located In protected buffers'
If bypass method specified in the Draft Lsvel Spreader Design Option Document:
Bypass method i s 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 Ill a bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
_The ppera4on and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders In series can be used )n 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.
07/11/2005 11:47 JOHN A. EDWARDS & CO. 4 8469467 NO.518 D07
(0 007
DWQ Proje :.I No.
DIVISIC* OF WATER QUALITY - LEVEL SPREADER WORK6HEET
I. PROJECT INFORMATION (pleosr! complete the following information)'
Project Name ' Granite Falls Soolevord
Contact Person: Job„ dAarccs Phone Number ( 919) 928-4428
Leval Spreader ID' . LS-15
Level Spreader Length 79 A
Drainage Area 1 17 ac.
Impervious Area 0.56 dG
Maximum Filter Strip/Buffer Slope 6 _ %
grass
Max, Discharge from a 10 Year Storm 5.0 of-,
Max. Discharge to Level Spreader 6.96 cis
Filter StriplSu Her Vegetation w GAS _
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and on-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 or Bypass Method NIA
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate rte following design requirements have been met and supporting documentation is attached. Of a
requirement has not been met, attach a i explanalion of why. At a minimum, a complete slorrrtwaler management. plan submittal includes
a worksheel for each SMP, design cEaculatlone, plans and specifications showing all 8MPs and outlet structure details, a delailee
drainage plan end a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantively delay finel review and approval of the project.
A2plicaQl W
t_avel spreader is at least 13 ft, per cfs for thick ground cover or grass or 100 P per cis in canopied forest with leaf
litter,
Pre-Form Scour Holes are on flat slopes only
No structures ano located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
4 00-1 Bypass method ,,y specified (if applicable) and plan detaita and calculations sire provided
Discharge to level spreader and subsequent fitter strip Is hydraulically and spatially separate from the bypass
discharge.
No structures arl• located in protected buffers,
Plan details for f ie bypass and outlets are provided.
The operation w id maintenance agreement includes annual erosion and vegetation repair.
The operation 0(.1d maintenance agreement signed and notarized by the responsible patty it provided.
' Laval spreaders in series can be used an slopes of up to 15% in forestad areas w1h leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if desig led 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.
07/11/2005 11:47 JOHN A. EDWARDS & CO. 4 8469467 NO.518 Dab
to 008
Dwo Proje t No.
DIWIC N OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (pteasu complete the following information);
Project Name : Granite Falls Boi.ilevord
Contact Person. uohn A Edwards Phone Number (9191 829-4428
Level Spreader10:, LS-30
Level Spreader t.en9th _ 130 ft,
Drainage Area - 1.4Z ac.
Impervious Area - 1,03 ac.
Maximum Filter Strip/Buffer Slope 6 %
grass
Max Discharge from a 10 Year Storm 9.78 cfs
Max. Discharge to Level Spreader __A.78 cfs
Filter Strip/9uffei Vegetation TGS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-sita drainage to the level spreadeer)
(6% for forest®d, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method N/A
REQUIRED ITEMS CHECKLIST
Inilial in the space provided to indicate t <e following design requirements have been met and supposing documentation is allWhed. Ira
requirement has not been Mel, adach al-, explanallon of why. At a minimum, a completer stormwater management plan submittal includes
a worksheet for each BMP, design carculatons, plans and specifications showing all BMPs and outlet sliNcture 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 wits substantially delay final review and approval of the project
A cants its
Level spreader if at least 13 ft. per cfs for thick ground cover or gross or 100 ft per ofs in canopied forest with leaf
litter.
Pre-Form Scour soles are on flat slopes only
No structures ari located in protected buffers'
if bypass method specified in The Draft Level Spreader Design Option Document;
Apses method ki specWied (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 a?N located In protected buffers.
Plan details for tI, a bypass and oullets are provided.
The operation or d maintenance agreement includes annual erosion and vegetation repoir.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
• Level spreaders in series can be used :)n 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 evenl the second level spreader cannot be located in Zone 1 of a protected buffer area
07/11/2005 11:47 JOHN A. EDWARDS & CO. 4 8469467 NO.518 D09
Q009
DWQ Projetl No
DIVISION OF WATER OUALITY . LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information).
Project Name ; Granit® Falls Bouilevard
Contact Person: John A._Uward , Phone Number: (9191 tt284428
Level Spreader ID: , LS-50
Level Spreader Length 52 ft.
Drainage Area _ 0,54 _ ac.
impervious Area _ 0.41 ac.
Maximum Filter Strip/Buffer Slope - 6 %
grass
Max. Discharge from a 10 Year Storm _ 3.77 06
Max Discharge W Level Spreader _ 3.77 cfs
Filter Strip/Buffer Vegetatlon _ TGS
(perpendicular to flow)
(on-site and off-slle 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
grou ndcover)
Pre-treatment or Bypass Method _ - N14
ll> REOUIREP ITEMS CHECKWST
Initial in the space provided to indicate the following design requiroments have been met and supporting documentation is attached. If a
requirement has not been mel Attach an explanation of why. At a minimum, a cornplele stormwater management plan submittal includes
a worksheet for each 9MP, design cal;;ulatlons, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed open Lion end maintenance agreement An incomplete submittal package will result in a request for
additional information acid will substanbal,y delay final review and approval of the project,
A Ica als
level spreader is at least 13 ft. per cis for thick ground cover
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffer,,"
If bypass method apecrfrad in the Drah U vel Spreader Design Option Document:
or grass or 1t10 ft per cfs in canopied forest with leaf
_Bypass method le specified (if applicable) and plan details and calculations are provided
Discharge to leve spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
lolilo T No structures are localal In protected buffers
Plan details for 14- bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation any maintenance agreement signed and notarized by the responsliole party is provided.
' Level spreadBrs In series can be used cn slopes of up to 15% in forested oreas with leaf linker cover or on slopes of up to 25% in areas
with thick ground cover or grass it dasign3d according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected txlffer areas. In any event the second level spreader connot be located in Zone 1 of a protected buffer area.
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
7707 072805 Invoice 07/28/05 7795.W2
2 n 1 4? 9
000505
Check Number: 505
Date: 08/01/05 Check Amt: $200.00
Balance Discount Pay Amount
$200.00 $0.00 $200.00
JUL ;) ?005
DENK - vtie% N DUALITY
WETLANDS AND STORMWATER BRANCH
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