20160418 Ver 2_More Info Received_20170124

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Commercial Real Estate Development
The Broadway Group, LLC • 216 Westside Square • Huntsville, AL 35801 • Phone: [phone] • Fax: [phone]
January 23, 2017
Attached is a resubmittal for additional information of DWR # 16-0418-V2.
Please forward this package to Tim Fox, as what was previously done before.
Best regards,
Melissa Ballard
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of Shopping Centers

Water Resources
ENVIRONMENTAL QUALITY
December 5, 2016
The Broadway Group, LLC
Attn: Melissa Ballard & Robert M. Broadway
216 West Side Square
Huntsville, AL, 35801
Subject: REQUEST FOR ADDITIONAL INFORMATION
New Retail Store — Brevard, NC
Dear Ms. Ballard & Mr. Broadway:
PAT MCCRORY
Gnvemor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
DWR # 16-0418-V2
Transylvania County
On November 8, 2016, the Division of Water Resources (Division) received your application
requesting a 401 Water Quality Certification from the Division for the above referenced project.
Additional information (signature page & agent authorization form) was received on November
9, 2016. The Division has determined that your application is incomplete and cannot be
processed. The application is on -hold until all of the following information is received:
Page 10 of 10 carries the signature of Jerry M. Cargile. In order for Jerry M. Cargile to sign,
the application package requires an agent authorization letter from the applicant. The
Agent Authorization form submitted authorizes Robert M. Broadway of the Broadway
Group for permit authorization. Please provide correct responsible party application
signature page or agent authorization form. A sample agent authorization letter can be
found on the USACE website. [15A NCAC 02H .0502(f)]
2. Please provide more details regarding avoidance and minimization of the stream impacts
for this project. [15A NCAC 02H .0506(f) and (g)] This should include alternative designs and
layouts of the commercial retail store. This Office believes that the Retail Store Building and
Parking area labeled on the plans can be moved or reconfigured to minimize the impacts to
the stream. Please revise the plans to minimize the impacts or provide a detailed
explanation of why this plan for the activity cannot be practically accomplished, reduced or
reconfigured to better minimize disturbance to the stream.
3. Please provide a detailed engineering plan, profile view, and cross-section of all proposed
culverts and associated junction boxes. These drawings must include details regarding
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. Hwy.70 I Swannanoa, North Carolina 28778
8292964500

DWR # 16-0418-V2
Request for Additional Information
Page 2 of 2
stream alignment in relation to pipe alignment, pipe slope, pipe burial, and dissipater pad if
applicable. [15A NCAC 02H .0502(b)]
4. Per Condition 13 in GC 3890 "all culverts must be placed below the elevation of the stream
bed 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." Please revise your
plans to meet this Condition or request an exemption from this Condition and provide
justification for the exemption request. [15A NCAC 02H .0506(b)(2) and .0502(b)]
5. Please explain the need and purpose of the rock pipe inlet protection shown on the drawing
on sheet 5 and provide how it will meet Condition #13 of GC 3890.
6. Per Condition 6 of GC 3890, all work must be done "in the dry". Therefore, dewatering
methods will be necessary to temporarily dewater the stream channel during pipe
installation. Please provide a construction sequence that details the method of dewatering
to be utilized at the site and the sequence of construction events to be followed to ensure
compliance with this condition. In addition, please ensure that the location of the
temporary impacts are shown on the construction drawings and clearly indicated in the
revised impact table. [15A NCAC 02H .0502(b)(3)]
7. Application Item 2a. indicates that this project requires Compensatory Mitigation for
Impacts to Waters of the U.S. or Waters of the State? Please clarify the need for this
requirement.
8. Per GC 3890, this project is required to provide a stormwater management plan to protect
water quality. Please see Appendix A of the General Certification 3890 (attached) and
submit a stormwater management plan that is in accordance with these requirements.
[15A NCAC 02H .0506(b)(5) and (c)(5)j Please contact Cory Larsen with questions regarding
the stormwater component of this project.
Cory Larsen, PE
Stormwater Engineer
401 & Buffer Permitting Branch
NCDEQ — Division of Water Resources
919.807.6379 office
[e-mail]
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

DWR # 16-0418-V2
Request for Additional Information
Page 2 of 2
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested
information for the proper consideration of the application. If all of the requested information
is not received in writing within 30 calendar days of receipt of this letter, the Division will be
unable to approve the application and it will be returned. The return of this project will
necessitate reapplication to the Division for approval, including a complete application package
and the appropriate fee.
Please respond in writing within 30 calendar days of receipt of this letter by sending four copies
of all of the above requested information to the 401 & Buffer Permitting Unit, 1617 Mail Service
Center, Raleigh, NC 27699-1617.
Please be aware that you have no authorization under the Section 401 of the Clean Water Act/
Isolated Wetlands and Isolated Waters Rules/Buffer Rules for this activity and any work done
within waters of the state may be a violation of North Carolina General Statutes and
Administrative Code.
Please contact Tim Fox at 828-296-4664 or [e-mail] if you have any questions or
concerns.
Sincerely,
an Price, P.E., Assistant Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: DWR ARO 401 files
DWR 401 & Buffer Permitting Unit
ec: Jerry Cargile, P.E. 4Site, Inc.
Cory Larsen - DWR
David Brown - USACE Asheville Regulatory Field Office
Andrea Leslie — NCWRC
Stan Aiken - DEMLR
G:\WR\WQ\Transylvania\401s\Non-DOT\New Retail Store -Brevard 18 See Off Mountain Rd\ADDINFO.401NewRetai1Store12-
2-16.docx

Water Quality Certification No. 3890
Water Quality Certification Number 3890 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15A NCAC 02H.0500 and 15A NCAC 028.0200
for the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are
not a part of the surface tributary system to interstate waters or navigable waters of the United
States as described in 33 CFR 330 Appendix A (B) (18, 29, 39, 41, 42, 44, and 46) of the Corps
of Engineers regulations and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC
028.0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division' ):
a. Any impacts to streams involving excavation or dredging; or
b. Total stream impacts within the project boundaries equal to or greater than 150 linear feet
of stream, including temporary and/or permanent impacts; or
c. Any stream relocation; or
d. Any impact associated with a high density project (as defined in Item (A)(iv) of the 401
Stormwater Requirements) that is not subject to either a state stormwater program (such
as, but not limited to, Coastal Counties, HQW, ORW or state -implemented Phase II
NPDES) or a certified community's stormwater program; or
e. Temporary or permanent impacts equal to or greater than one-tenth (1/10) acre of wetlands
or open waters; or
I. Any impacts to wetlands adjacent to waters designated as: ORW, SA, WS -I, WS -II, or
Trout, or wetlands contiguous to waters designated as a North Carolina or National Wild
and Scenic River; or
g. Any impacts to coastal wetlands (15A NCAC 07H .0205)], or Unique Wetlands (UWL) (15A
NCAC 02H.0506],- or
h. Any impact associated with a Notice of Violation or an enforcement action for violation(s) of
DWQ Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
02B.0200); or
i. Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River Basins
or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or watershed
with Riparian Area Protection Rules (Suffer Rules] in effect at the time of application)
unless the activities are listed as "EXEMPT" from these rules or a Buffer Authorization
Certificate is issued through N.C. Division of Coastal Management (DCM) delegation for
"ALLOWABLE° activities.
In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Water Quality Certification No. 3890

Water Quality Certification No. 3890
Activities included In this General Certification that do not meet one of the thresholds
listed above do not require written approval from the Division as long as they comply with
the Conditions of Certification listed below. If any of these Conditions cannot be met, then
written approval from the Division is required.
Conditions of Certification:
1. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
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, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. 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. Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
permit.
2. Standard Erosion and 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 and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:
a. 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.
b. 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.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. if the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS -1, WS -I1, High Quality (HQW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 04B.0124, Design Standards in Sensitive Watersheds.
Water Quality Certification No. 3890

Water Quality Certification No. 3890
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters Is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project.
4. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your project
is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self-monitoring, record keeping
and reporting requirements is required. A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
http:titportal.ncdenr.orcilweblwci/ws/su/npdessw#ta
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit_
5. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
6. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division.
Water Quality Certification No, 3890 3

Water Quality Certification No. 3890
7, Riparian Area Protection (Buffer) Rules
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited
to "uses" identified within and constructed in accordance with 15A NCAC 0213.0233-0259,
.0243, .0250, .0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. All buffer rule requirements, including diffuse
flow requirements, must be met.
8. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/ fish kills.
9. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site -appropriate means (grassed swales, pre-
formed scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the
most current version of Stormwater Best Management Practices. Exceptions to this condition
require written approval by the Division.
10. Compensatory Mitigation
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for
losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and/or Regional General Permit.
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols. The mitigation plan must be implemented and/or constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a
mitigation bank. In these cases, proof of payment shall be provided to the Division before
any impacts occur on site.
Water Quality Certification No. 3890 4

Water Quality Certification No. 3890
11. Relocated stream designs should include the same dimensions, patterns, and profiles as the
existing channel (or a stable reference reach if the existing channel is unstable), to the
maximum extent practical. The new channel should be constructed in the dry and water shall
not be turned into the new channel until the banks are stabilized. Vegetation used for bank
stabilization shall be limited to native woody species, and should include establishment of a
30 -foot wide wooded and an adjacent 20 -foot wide vegetated buffer on both sides of the
relocated channel to the maximum extent practical. A transitional phase incorporating
appropriate erosion control matting materials and seedling establishment is allowable,
however matting that incorporates plastic mesh and/or plastic twine shall not be used in
wetlands, riparian buffers or floodplains as recommended by the North Carolina Sediment
and Erosion Control Manual. Rip -rap, A -Jacks, concrete, gabions or other hard structures
may be allowed if it is necessary to maintain the physical integrity of the stream; however, the
applicant must provide written justification and any calculations used to determine the extent
of rip -rap coverage. Please note that if the stream relocation is conducted as a stream
restoration as defined in the US Army Corps of Engineers Wilmington District, April 2003
Stream Mitigation Guidelines (or its subsequent updates), the restored length may be used
as compensatory mitigation for the impacts resulting from the relocation.
12. Stormwater Management Plan Requirements
All applications shall address stormwater management throughout the entire project area per
the 401 Stormwater Requirements, referenced herein as "Attachment A" at the end of this
Certification
13. Placement of Culverts and Other Structures in Waters and Wetlands
Culverts required for this project shall be designed and installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
profile) must be maintained above and below locations of each culvert.
Placement of culverts and other structures in waters and streams must be 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 or equal to 48
inches, to allow low flow passage of water and aquatic life.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/ connectivity has been provided when possible (rock ladders,
crossvanes, etc). Notification to the Division including supporting documentation to include a
location map of the culvert, culvert profile drawings, and slope calculations shall be provided
to the Division 60 days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that there
is sufficient documentation of the presence of bedrock. Notification to the Division including
supporting documentation such as, but not limited to, a location map of the culvert,
geotechnical reports, photographs, etc shall be provided to the Division a minimum of 60
days prior to the installation of the culvert. If bedrock is discovered during construction, then
the Division shall be notified by phone or email within 24 hours of discovery,
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application submittal
to, and written approval by, the Division of Water Quality, regardless of the total impacts to
streams or wetlands from the project.
Water Quality Certification No. 3890 5

Water Quality Certification No. 3890
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. Additionally, when
roadways, causeways, or other fill projects are constructed across FEMA -designated
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the floodway that may
result in destabilization of streams or wetlands_
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of riprap or other bank hardening
methods.
14. All temporary fill and culverts shall be removed and the impacted area returned to natural
conditions within 60 days of the determination that the temporary impact is no longer
necessary. The impacted areas shall be restored to original grade, including each stream's
original cross sectional dimensions, plan form pattern, and longitudinal bed and bed profile,
and the various sites shall be stabilized with natural woody vegetation (except for the
approved maintenance areas) and restored to prevent erosion.
15. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in
the most recent edition of the North Carolina Sediment and Erosion Control Planning and
Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow
or cause dis-equilibrium during use of this General Certification.
16. Any riprap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall buried and/or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de -stabilization of the stream bed or banks
upstream or downstream of the area.
17. Any rip -rap used for stream stabilization shall be of a size and density so as not to be able to
be carried off by wave, current action, or stream flows and consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed
except in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
18. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams. Any fertilizer application must comply with all other Federal, State and Local
regulations.
19. If this Water Quality Certification is used to access building sites, then all lots owned by the
applicant must be buildable without additional impacts to streams or wetlands. The applicant
is required to provide evidence that the lots are buildable without requiring additional impacts
to wetlands, waters, or buffers if required to do so in writing by the Division. For road
construction purposes, this Certification shall only be utilized from natural high ground to
natural high ground.
20. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters, and protective buffers within the project boundaries in order to assure
compliance for future wetland, water, and buffer impact. These mechanisms shall be put in
place at the time of recording of the property or of individual lots whichever is appropriate. A
sample deed notification can be downloaded from the 401NVetlands Unit web site at
htto•gi)ortal ncdenr orgbygb/wci �/ws/401/Certsandpermits/a2r)ly/forms. The text of the
sample deed notification may be modified as appropriate to suit to a specific project.
Documentation of deed notifications shall be provided to the Division upon request.
Water Quality Certification No. 3890 6

Water Quality Certification No. 3890
21, If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
22. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required.
23. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
24. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
25. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
26. Additional site-specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
27. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date
of issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non-compliance with or violation of the conditions herein set forth by a specific project may result
in revocation of this General 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 if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Water Quality Certification No. 3890 7

Water Quality Certification No. 3890
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 19, 2012
DIVISION OF WATER QUALITY
By
1-4 -/-n ,/'i
Charles Wakild, P.E.
Director
History Note: Water Quality Certification (WQC) Number 3890 issued March 19, 2012 replaces
WQC Number 3821 issued April 6, 2010; WQC Number 3631 issued March 19, 2007; WQC 3402
issued March, 2003; WQC Number 3362, issued March 18, 2002; WQC 3287, issued June 1,
2000, WQCs 3106 and 3106 issued February 11, 1997. This Water Quality Certification is
rescinded when the Corps of Engineers reauthorizes any of the corresponding Nationwide or
Regional General Permits and/or when deemed appropriate by the Director of the Division of
Water Quality.
Water Quality Certification No. 3890 8

Water Quality Certification No. 3890
Attachment A: 401 Stormwater Requirements
The requirements listed below shall be implemented in order to comply with Condition 12 of this
General Certification. For the North Carolina Department of Transportation, compliance with
NCDOT's Individual NPDES permit NCS000250 shall serve to satisfy the 401 and Isolated
Wetland Stormwater Requirements.'
A. Design and Implementation Requirements. All projects, regardless of project area,
amount of built -upon area or amount of jurisdictional impact, shall meet the following
stormwater design requirements:
i. Non -Erosive Discharge to Streams and Wetlands. Stormwater conveyances that
discharge to streams and wetlands must discharge at a non-erosive velocityprior to
entering the stream or wetland during the peak flow from the ten-year storm.
ii. Vegetated Setbacks. A 30 -foot wide vegetated setback must be maintained adjacent to
streams, rivers and tidal waters in areas that are not subject to a state Riparian Area
Protection Rule or other more stringent vegetated setback requirements. The width of
the setback shall be measured horizontally from the normal pool elevation of impounded
structures, the top -of -bank of streams and rivers, and the mean high waterline of tidal
waters, perpendicular to shoreline. Vegetated setback and filters required by state rules
or local governments may be met concurrently with this requirement and may contain
coastal, isolated or 404 jurisdictional wetlands. Non -jurisdictional portions of the
vegetated setback may be cleared and graded, but must be planted with and maintained
in grass or other vegetative or plant material .3
iii. Construction and Operation. The Stormwater management plan must be constructed
and operational before any permanent building or other structure is occupied or utilized at
the site. The stormwater management plan, including drainage patterns, must be
maintained in perpetulty.4
iv. Coordination with Other Stormwater Programs. Projects that are subject to another
Division of Water Quality (DWQ) stormwater program, including (but not limited to) the 20
Coastal Counties, HOW, ORW or state -implemented Phase 11 NPDES, or a Certified
Community's stormwater management program, must be constructed and maintained in
compliance with the approved stormwater management plan.5
v. Stormwater Design Requirements for Projects Not Covered Under Item (iv).
Projects that are not subject to another DWQ stormwater program or a Certified
Community's stormwater program shall meet all of the following requirements:
a. Low Density. A site is low density if all the following requirements are met:
The development has a built upon area of twenty-four percent (24%) or less,
considering both current and future development. When determining the amount
of built upon area, coastal wetlands shall be included; however, ponds, lakes and
rivers as specified in North Carolina's Schedule of Classifications shall be
excluded. If a portion of project has a density greater than 24%, the higher
density area must be located in an upland area and away from surface waters
and drainageways to the maximum extent practicable.6
2. All stormwater runoff from the built upon areas is transported primarily via
vegetated conveyances designed in accordance with the most recent version of
the NC DWQ Stormwater Best Management Practices Manual. Alternative
designs may be approved if the applicant can show that the design provides
Water Quality Certification No. 3890 9

Water Quality Certification No. 3890
equal or better water quality protection than the practices specified in the manual.
The project must not include a stormwater collection system (such as piped
conveyances) as defined in 15A NCAC 02B.0202(60).7
b. High Density. Projects that do not meet the Low Density requirements shall meet
the following requirements:
1. Stormwater runoff from the entire site must be treated by structural stormwater
controls (BMPs) that are designed to remove eighty-five percent (85%) of the
average annual amount of Total Suspended Solids (TSS). Stormwater runoff
that drains directly to Nutrient Sensitive Waters (NSW) must also be treated to
remove thirty percent (30%) of Total Nitrogen (TN) and Total Phosphorus (TP).8
2. All BMPs must be designed in accordance with the version of the NC DWQ
Stormwater Best Management Practices Manual that is in place on the date of
stormwater management plan submittal. Alternative designs may be approved if
the applicant can show that the design provides equal or better water quality
protection than the practices specified in the manual.9
3. DWQ may add specific stormwater management requirements on a case-by-
case basis in order to ensure that a proposed activity will not violate water quality
standards.'0
4. DWQ may approve Low Impact Developments (LIDs) that meet the guidance set
forth in the Low Impact Development: A Guidebook for North Carolina."
5. Proposed new development undertaken by a local government solely as a public
road project shall follow the requirements of the NC DOT BMP Toolbox rather
than Items (1)-(4) above.12
B. Submittal Requirements. The submittal requirements listed below apply only to projects
that require written authorization as indicated in the applicable General Certification as well
as projects that require an Isolated Wetlands Permit. Any required documentation shall
be sent to the Wetlands, Buffers and Stormwater Compliance and Permitting Unit at
1650 Mail Service Center, Raleigh, NC 27699-1650.
i. Projects that are Subject to Another DWQ Stormwater Program: If the project is
subject to another DWQ stormwater program, such as the 20 Coastal Counties, HOW,
ORW or state -implemented Phase 11 NPDES, then the applicant shall submit a copy of
the stormwater approval letter before any impacts occur on site.13
ii. Projects that are Subject to a Certified Community's Stormwater Program. If the
project is subject to a certified local government's stormwater program, then the applicant
shall submit one set of approved stormwater management plan details and calculations
with documentation of the local government's approval before any impacts occur on site.
iii. Projects Not Covered Under Items (i) or (ii). If the project is not subject to another
DWQ Stormwater Program or a Certified Community's stormwater program, then it shall
be reviewed and approved by the DWQ through the Water Quality Certification
authorization process.
a. Low Density. For low density projects, the applicant shall submit two copies of the
DWQ Low Density Supplement Form with all required items. 13
Water Quality Certification No. 3890 10

Water Quality Certification No. 3890
b. High Density. For high density projects, the applicant shall submit two copies of a
DWQ BMP Supplement Form and all required items at the specified scales for each
BMP that is proposed. 13
iv. Phasing. Stormwater management plans may be phased on a case-by-case basis, with
the submittal of a final stormwater management plan per Items (i) -(iii) above required for
the current phase and a conceptual stormwater management plan for the future phase(s).
The stormwater management plan for each future phase must be approved by the
appropriate entity before construction of that phase is commenced. The approved
stormwater management plan for each future phase must be constructed and operational
before n permanent building or other structure associated with that phase is
occupied. 4
Stormwater Management Plan Modifications. The stormwater management plan may
not be modified without prior written authorization from the entity that approved the plan.
If the project is within a Certified Community, then the applicant shall submit one set of
approved stormwater management plan details and calculations with documentation of
the local government's approval for record-keeping purposes. If the project is subject to
DWQ review, then the applicant shall submit two copies of the appropriate Supplement
Forms per Item (iii) above for any BMPs that have been modified for DWQ's review and
approval.15
' The stormwater requirement for 401 applications is codified in 15A NCAC 02H .0506(b)(5) and
(c)(5).
2 Non erosive discharge rates are required in SL 2008-211§2(b)(1). The 10 -year design storm
standard is codified in 15A NCAC 02H .1008(f)(2) and .1008(g)(1).
3 30 -foot vegetated setbacks are required in SL 2006-246§9(d), SL 2008-211§2(b), 15A NCAC
02H .1006(2)(c) and .1007(1)(a).
4 Construction and maintenance of the stormwater plan is necessary to satisfy 15A NCAC 02H
.0506(b)(5).
5 Conveys application procedure to streamline the permitting process and reduce any unnecessary
duplication in the review of stormwater management plans.
6 Low density built upon area thresholds are set in SL 2006-246§9(c) and SL 2008-211 §2(b).
' The requirement for low density development to use vegetated conveyances is codified in SL
2046-246§9(c), SL 2008-211§2(b), 15A NCAC 02H .1006(2)(b) and .1007(1)(a). The Stormwater
BMP Manual is also referenced in 15A NCAC 02B .0265(3)(a) and .0277(4)(e).
a 85% TSS removal is required in SL 2006-246§9(d), SL 2008-211§2(b), 15A NCAC 02H
.1006(2)(c), 15A NCAC 02H .1007(1)(a). The 30% TN and TP removal requirements for NSW
waters are set forth in 15A NCAC 026 .0232, 15A NCAC 0213.0257(a)(1), 15A NCAC 02B
.0265(3)(a) and 15A NCAC 02B.0277(4).
9 The Stormwater BMP Manual is also referenced in 15A NCAC 02B .0265(3)(a) and .0277(4)(e).
10 The requirement for DWQ to ensure that water quality standards are protected before issuing a
401 certification is codified in 15A NCAC 02H .0506.
" The LID Toolbox is also referenced in 15A NCAC 02B .0277(4)(8).
12 The term "public road project" is defined in15A NCAC 02B .0265(3)(a).
t3 Conveys application procedure to streamline the permitting process.
14 Phased development is addressed as a "common pian of development" in 15A NCAC 02H
,1003(3).
15 Procedures for modifying stormwater plans are set forth in 15A NCAC 02H.101 1.
Water Quality Certification No. 3890 11

W A TTf9q
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form - Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑X 401 Water Quality Certification - Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes Q No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes 0 No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
New Retail Store - Brevard, NC
2b. County:
Transylvania
2c.
Nearest municipality / town:
Brevard Q
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A Jq
3.
Owner Information
3a.
Name(s) on Recorded Deed:
High Mountain Holding, Inc. 'WATER
3b.
Deed Book and Page No.
Deed Book 442, Page No. 260 p B-41 ES
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
18 See Off Mountain Road
3e.
City, state, zip:
Brevard, NC, 28712
3f.
Telephone no.:
[phone]
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form - Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑X Agent ❑ Other, specify:
4b. Name:
Melissa Ballard
4c. Business name
(if applicable):
The Broadway Group, LLC
4d. Street address:
216 West Side Square
4e. City, state, zip:
Huntsville, AL, 35801
4f. Telephone no.:
[phone]
4g. Fax no.:
[phone]
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Jerry Cargile, P.E.
5b. Business name
(if applicable):
4Site, Inc.
5c. Street address:
7500 Memorial Parkway SW, Suite 209
5d. City, state, zip:
Huntsville, AL 35802
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
I [e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
8593127813000
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.156388 Longitude: -82.709166
1 c. Property size:
2.25 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Long Lake
2b. Water Quality Classification of nearest receiving water:
Long Branch - Tr
2c. River basin:
French Broad River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing site consists of a single real estate building with associated parking area and utilities located in the front portion of the lot toward
Highway 276 and See Off Mountain Road.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 588
3d. Explain the purpose of the proposed project:
Construction of new retail store (9,002 SF) with associated parking, stormwater management and utilities, including demolition of existing site condition
3e. Describe the overall project in detail, including the type of equipment to be used:
Bulldozers, dump trucks, excavators and skid steers will be used for demolition of existing conditions and grading for the proposed conditions.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑X No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
N/4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Fill
Long Branch
PER
Corps
7
140
S2
Choose one
-
S3
Choose one
S4
Choose one
S5
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
140
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWO)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The layout of the proposed store was designed to a minimal surface area and placed as far south as possible; for example, additional pavement was
added in the southeast comer of the lot to eliminate the need for pavement that would further encroach onto the stream to the north. Piping and
grading used to divert the stream was designed to be the minimum required to adequately route runoff from the stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
During construction, erosion and sediment control measures will be taken for all aspects of the drainage system, including silt fencing, check dams,
rock doughnuts, rock pipes and a gravel construction entrance (see provided plan).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
140 linear feet
4c. If using stream mitigation, stream temperature:
cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: Payment to an In -Lieu Fee Program will be made once the fee is assessed by the USACE
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
26
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
30"
piping will be used to re-route water from the stream around the new building into the existing storm system. A diversion swale will be used
outside the building to direct runoff in the yard areas into the existing storm system. The parking lot is graded to draina into a new area inlet, where
runoff is then routed into the existing storm system along U.S. Highway 276.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
NCDEQ
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Transylvania County
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑X Other: NCDEQ
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4. DWQ Stormwater Program Review
ElCoastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑X Other: High Density
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑X No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑X No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes 0 No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑X No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
F1 Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
Sanitary sewer from the building will be pumped (design by others) into a new septic system located on the uphill side of the site, adjacent to the
eastern boundarline (see provided plan). The system will treat the sewage and allow wastewater to percolate within the designated field lines.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Q Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Bryon Hamstead off the Ashevill USFWS Field Office was contacted and sent project information to determine of the site is located within Long
Earred Bat habitat. We are awaiting.Mr. Hamstead's findings.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
httpi//www.habitat.noaa.gov/protection/efh/howweprotect.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
https://msc.fema.gov/portal/search#searchresultsanchor
Q 31F7
goad W,Ma
Applicant/Agent's Printedlame
Date
A gent's Signature
(A,gl6fs signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN' ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
PROJECT NOTES:
C)2OPERTY C}VvWNER INFORM:A riON
HIGH MOUNTAIN HOLDINGS
2. DEVELOPER INFORMATION:
THE BROADWAY GROUP LLC
216 WESTSIDE SQUARE
HUNTSVILLE, ALABAMA 35801
PHONE: [phone]
3. PROPERTY INFORMATION:
DEED BOOK 442 PAGE 260
4. GOVERNING
-TRANSYLVANIA COUNTY, NC
-U.S. ARMY CORPS OF ENGINEERS
-NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY
(NCDEQ)
LuCONSTRUCTION PLANS FOR �
PROPOSED RETAIL STORE �(1
PREPARED FOR THE BROADWAY GROUP LLC Adbk
U.S. HIGHWAY 276 - @REVARD, NC `r
DUNN'S ROCK TOWNSHIP - TRANSYLVANIA COUNTY
4: '•
k
s`
K
SITE
t�
,4py.�xrc- M<ru.�.sc.r N
C` xY
c -
ti
VICINITY MAP
IJAN 2 4 2017.
INDEX TO DRAWINGS:
SHT. N0",
SST. DAME
COVER
COVER SHEET
1
NOTES
2
DEMOLITION
3
LAYOUT
4
GRADING (PHASE I & 11)
5
GRADING (PHASE III)
6-8
EROSION CONTROL (PHASE 1 -III)
9
STORM
10
STORM CROSS-SECTIONS
11-13
DETAILS
14
LANDSCAPE PLAN
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REWMTE 01012616
OFFICEMTE 02.:72016
CHE BY: JCARALE
P TMTE. X3012617
NO SCALE
SHEET
COVER
OF 14
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STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
U
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3CONDITION
O 890. #6
(SEE "PHASING PLAN" ON SHEET S FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1 - APRIL 1S).
3. SEE EROSION CONTROL PLANS S SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
GENERAL NOTES
1 THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION. AND PAYING FOR ALL NECESSARY PERMITS
HE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF
ALL SURVEY MONUMENTS S. BENCH MARKS. PROPERTYN
COR ERS AND ALL
OTHER SURVEY POINTS WHERE REMOVAL I
E E TH E E O A OF SUCH POINTS IS NECESSARY
F T T
OR HE ACCOMPLISHMENT F THE . T
E O E WORK. HE
PONT UNTIL V IS TC INFORM THEN TO D EF IN WRITING PRIOR TE THE DISTURBANCE OF ANY POINT AND IS NOT TO DISTlA2E THE
POINT UNTIL WRITTEN PERMISSION TO 00 SG HAS BEEN GRANTED BY THE ENGINEER
S ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHAD BE PROTECTED DURING- CONSTRUCTION AND ARE NOT TO
BE DAMAGED IN ANY MANNER
4 THE CONTRACTOR SHALL RESPONSIBLE FOR RFFNRANY
DAMAGE TO STREETS AND OTHER STRUCTURES WHICH IS
CAUSED BY CONSTRUCTION
ACTIVITIES
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL BOULDERS. DEBRIS. EXCESS
CONSTRUCTION MATERIALS MATERIAL GENERATED FROM THE DEMOLITION OF EXISTING STRUCTURES AND FACILITIES. AND TRASH
6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOOTED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION THE ENGINEER/SURVEYOR ASSUME NO RESPONSIBILITY /IS TO THE ACCURACY OR COMPLETENESS OF THE EXISTING
SSHOWN
U71LCTI 'T
E ON HE PLANS
7 UNLESS INDICATED OTHERWISE ON THE PLANS. ALL STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE CUSS III (ASTM C-76)
COMPACTED GRANULAR MATERIAL FOR BEDDING SHALL BE PEOUIPEC WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS
PREVENT THE CONTRACTOR FPOM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM
B ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TC THAT REMOVED
9 UNLESS INDICATED OTHERWISE ON THE PLANS. ALL RIP RAF SHALL BE IN ACCORDANCE WITH SECTION 6.15. NCDEO EROSION 6
SEDIMENT CONTROL PLANNING B DESIGN MANUAL
10 THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE. INCLUDING THE SAFETY OF
ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL VVOPKING HOURS
11 THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY MEASURES FOR CONSTRUCTION WORK
WITHIN PUBLIC FIGHT -OF -WAYS AND OTHER AREAS WHICH REOURE ITS USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY
ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (M .0 T C.C.) LATEST EDITION
12 THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT INCLUDE
REVIEW OF THE CONTRACTOR S SAFETY MEASURES IN. ON' OR NEAR THE CONSTRUCTION SITE
13 SIDEWALK RAMPS ARE TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) SPECIFICATIONS
1 ALL CONCRETE SHALL BE AR ENTRAINED 3000 PS'I MINIMUM COMPRESSIVE STRENGTFI /,T 2E DAYS (CLASS "A') UNLESS NOTED
OTHERWISE ON THE PLANS
E ALL CONSTRJCTION JOINTS SHAD_ BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN ACCORDANCE WITH THE SHEAR KEY
DETAIL ON THE PLANS
3 ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS. AND SHr,_L CONFORM TO STM A61S. FOR BILLET STEEL
4. LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
5. CONCRETE NR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS
E ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON THE PLANS HEATING OF REINFORCING BARS TO
BEND THEM. OR STRAIGHTEN THEM WILL NOT BE ALLOWED.
7 ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A18S. SMOOTH FABRIC WITH AN A5TM YIELD STRENGTH OF 65.000 PSI
1 THE CONTRACTOR IS PEOUIPED TO FURNISH ALL MATERIALS. EOUIPMENT AND LABOR NECESSARY FOR' THE SEEDING OF ALL
DISTURBED AREAS. AND OTHER AREAS SPECIFIED ON THE GRADING PLANS ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED IN
ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS
2 TOPSOILSHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION A MINIM'S OF 61NCHES OF CONDITIONED AND AMENDED
TOPSOIL SHALL BE RESPREAC OVER ALL AREAS SPECIFIED FOR SEEDING GRADING SHALL CONFORM WITH THE GRADING PLAN
S. SEEDING SHALL BE AS FOLLOWS. (AYPEBEL' OR'PALCON' FESCUE SEED ( TIL APRIL ISTH) WITH 95% GERMINATION APPLICATION
RATE SHALL BE 8 LBS PER 1.000 SQUARE FEET (B)BERMUDA SEED (FROM APRIL 15TH TO AUGUST 15TH) WITH 95% GERMINATION
APPLICATION PATE SHALL BE 3 LBS PER 1000 SQUARE FEET
4 SOIL AMENDMENT SHALL BE RECOMMENDED USING LIME OR SULFUR TO ACHIEVE A SOIL PH OF 55 TO 65
52-4-D ROUNDUP' OR EQUIVALENT POST -EMERGENT HERBICIDE SHALL BE REQUIRED TO KILL EXISTING WEEDS PRIOR TO SEEDING
'TREFLAN"'DACTAL' OR EQUIVALENT PRE -EMERGENT HERBICIDE SHALL BE REQUIRED FOR Al SEEDED AREAS TO PREVENT VVEEC
GERMINATION
6 PROTECTION OF SEEDED AREAS ON STEEP SLOPES SHALL BE PROVIDED USING A:'SJPER DUTY EXCELSIOR EROSION CONTROL
BLANKET'AS MANUFACTURED BY 'PPS PACKAGING COMPANY.' PAC BOX 56 FOWLER. CA. 93625. OR APPROVED EOJIVALENT WHERE
INDICATED ON THE GRADING PLAN APP_lC/-TION OF'EXCELSIOR' BJWKET SHALL COMPLY WITH THE MANUFACTURER S
RECOMMENDATIONS WHERE INDICATED ON THE PLANS. APPLYBLANKET TO THE SLOPE AFTER PROPER PREPAR/:TION ANC SEEDING
OF THE GROUND
EARTHWORK GENERAL NOTES:
THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA. SHOWN ON THE PLANS OR INCLUDED IN THE SPECIFICATIONS ARE FOR
THE INF MT
OR .IONF THE HE CONTRA TOR THE HE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
ACQUAINT HIM F
SEL ADEQUATELY EOUnTEL WITH THE SITE IN F F
E INCLUDING G SUBSUR ACE SOIL CONDITIONS FOR PREPARATION O. HIS BIG. AND
FOR THE SUCCESSFU: EXECUTION-
2
XECUTIONE 'UNLESS INDICATED OTHERWISE ON THE PLANS. ALL PROPOSED CONTOURS AND ALL PROPOSED SPOT ELEVATIONS SHOWN ARE
FINISHED GRADE
THENTR
CO ACTOR SHALL BE SOLELY AND COMP Y
LETEL RESPONSIBLE FOR THE PROTECTION OF HIS WORK SUCH GRADING AS 11
REQUIRED FOR THIS PURPOSE SHALL BE THE CONTRACTOR S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL
COST TO THE OWNER THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND DRAINAGE AS IS NECESSARY
TO PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK
4 THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES CHECK DAMS. AND OTHER EROSION E SEDIMENT CONTROL
MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT FROM WASHING ONTO STREETS AND ADJACENT PROPERTY THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EROSION E SEDIMENT CONTROL MEASURES UNTIL FINAL
INSPECTION: BY THE LOCAL GOVERNING AGENCY
I ALL EARTH FILL SHALL BE COMPACTED TO 9S% OF THE MAXIMUM DRY DENSITY. PLUS OR MINUS 2% OF OPTIMUM MOISTURE
(ASTM -D6798). EXCEPT FOR EARTH FILLS UNDER ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS
6 ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6' IN COMPACTED THICKNESS UNLESS INDICATED
OTHERWISE ON THE PLANS
ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH NCDOT 200E STANDARDS ALL EARTH FILL UNDER BUILDINGS SHALL
/"LSD MEET THE REQUIREMENTS OF THE ARCHITECT'S PLANS AND SPECIFICATIONS
8 IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING
THE SITE PREPARATION RECOMMENDATIONS SPECIFIED WTHIN THIS DOCUMENT UNLESS MORE STRINGENT REOLI REMENTS ARE
GIVEN ON THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE PERMANENTLY STABILIZED WITH SOD
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
U
EROSION AND SEDIMENT CONTROL PLAN
O U N U I:
1 REMOVE SPOILS E STOCKPILE
E INSTiIL DOUBLE ROW SILT FENCE ALONG RIGHT OF WAV
a INS?ALL STRAV. WATTLES AROUND EXISTING INLETS
4 INSTALL CHECK DAMS ALONG EAST PROPERTY LINE
INS- ALL PHASE III STORM (SEE SHEET 4) E INSTP:L. AESOO:^:TEC EROSION CONTPOL !WATT -ES
E REMOVE PHASE I & I! SILT FENCING
? INSTALL TEMPOPAPY SANITARY FACILITIES AND DJMPSTEPS
B INSTALL UTILITIES STORM SEWER SANITARY SEWERS AND WATER SEPOCES
7 CONSTRUCT TEMPORARY CONCRETE WASHOUT AREA
1C CONSTPJCT STAGING AND MATERIALS STORAGE ARE`'.
11 INSTALL TEMPORARY SANITARY FACILITIES AND DUMPSTERS
12 INS/'.LL UTILITIES. STORM SEVVER. SANITARY SEWERS AND WATER SERVICES
15 BEGIN CONSTRUCTION OF BUILDING FOUNDATION AND STRUCTURE
14 INSTALL GUTTERS CURBS, AND PREPARE PAVEMENT SJBGRADE
IS PARKJNG LOT PAVED EXTERIOR BUILDING CONSTRUCTED
16. REMOVE TEMPORARY CONCRETE WASHOUT AREA.
17 IMPLEMENT WINTER STABILIZATION PROCEDURES IF NECESSARY
16 FINALIZE PAVEMENT ACTIVITIES
19 FINALIZE GRADING ACTIVITIES
2C REMOVE ALL TEMPORARY CONTROL BMP S AND STABILIZE AREAS DISTURBED BY THEIR REMOVAL WITH EROSION CONTROLS
21 PREPARE FINAL SOD AND LANDSCAPING
22 MONITOR STABILIZED ARES UNTIL FINAL STABILIZ:TION IS PE/`,CHEC
YEV61DI6:
DAWN BY: 8"LEY
FBDOATE D:D:23S
OFFICi DATE DE.Il[
OEO�DDY: .IrnaDN.E
PIDT DATE 23.DL2Dl7
NO SCALE
SHWT
1
OF 14
PIIO.)ECTMO.: 16-137

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
RELOCATI
EXISTING POLE F
/ CONNECTING LINE`.
(SEE SHEET 3
-
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N 02 vq \ \ Il -� l I l r — ! 11 111 I I� f I I TO UTILIZE EXISTING
1.?\ .\\ IIIIIII Il,tll 17 1 I , i 1 1 RELD LINES
1 \— \moi jll III 11 it 11111 'l� • 1 I 1 (SEE SHEE73)
.,IItO, — \ I_III!III11i.1111 11, 1 I I \ "I I
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RE -VE \\\\
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-III 111.11111 1111,1\I \\
DEMO EXISTING \I 11
BUILDING
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1111 ` 11 N•1`V•
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•,111,1\.1\11,1'.,11\�\ � '�,_
;VA1111At�AVA, wv _�—�.
1 RELOCATE EX. WELL
\\ (SEE SHEET 3)
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STREAM PROTECTION NOTES:
L ALL WORK IN OR ADJ
WATERS SHALL BE COI
THE FLOWING STREAM
CONTACT WITH THE DI!
"IN THE DRY". (PER WAl
CERTIFICATION NO. 38£
(SEE "PHASING PLAN' C
ADDITIONAL INFORMAT
2. NO CONSTRUCTION)
INVOLVE DISTURBANCE
MAY TAKE PLACE DURII`
SPAWNING SEASON (J,
3. SEE EROSION CONTE
4 REGARDING PHASING
SPECIFIC TO PROTECTII
STREAM.
ABBREVIATIONS
BC
BACK OF CURB
-
BOTTOM OF.11
CDN'
I:ONC,RETF
EI. ELEV
EIEV —
ER
EDGE OF PAVEMENT
ESMT
E✓S -,
EX
EXETNG
FFF
FNZHED FLODR ELEVATKM
FC
FINISHED GRADE
FSL
FRON-SET SNC
--WPl.
HEAD -
-Hp
iD, POINT
IE
N1ER-EI-5—
W
LAVER -
JB
.:UNY.'gN BOX
LF
_IN'rAR FEE'
LOCO:
MAX
MBL
TqN
MA%Y�UM
MNUMUM BUI'_DING LNF
i.
MM
NIC
MANHOLE
HNFAUM
NOT N CONTRACT
.Tl
OPENTHROATNLET
PVMT
PAVEMENT
READ
REO'.IIRED
REa'S
REOUWEMENF_
R5L
REAR SETBACK LIFE
ROW
RIGHI-OF-WAY
5S
SANIT ANY SEWER
551
SDE SETBACK LINE
STR
Sl.LCTURE
—
TFMPORARY
TOC
TOP OF CURB
TOW
TVG
TOP OF WALL
`v
UED
ICAL
JTUI, ANDDRAiNAGE
UNO
JN..ESS NCTED OI.+ERWISE
STP
WOJ
STRJCTURE
WAI ER OL -11-1
LEGEND
❑
CONCRETFMONUMENI FOUND
0
CONCRETE MONUMENT SET
O
PROPERTY CDRNER FOLINO
0
PR—ERTVCDRNER. SEI
FENCE
CONCRETE
DRECTIONO; F.Ow
—OXT—
OVERHEAD TELEPHONE LINE
—OXE—
OVERNEAD ELECTRIC LINE
—IIQ—
UNDFRGROUND E:ECTRC INE
— .1 --
UNDERGROUND TELEPHONE UhNE (ATb,
G
E=TING SANRAR`. SEWER MAwgLE
—5—
EXE,—SANITARY SEWER LRE
G
RRCRCSEDSANITARVSEWERMAN'HOLE
—S—
PROPOSED SANRARV SEWER LINE
O
EXISTING ~T RCL -
X
EXISTING -LT POLE
—w—
EXISTING WATER LNF
EXISTING WATER VALVE
llMll
T{
EXISTING FINE HYDRAN'
�w
PROPOSEDWATERLNE
N
PROPOSED WATER VALVE
PROPOSED FRE MYDRAN'
— G —
EXISTING GAS LINE
—G—
PR;WOSED GAS SNE
BID
EXISTINGINDEXCDNIOIIRS
- - 811 - -
EXISTING INTER CONTOURS
) EG 6612
EXETNG SPOT EI E`/ATgN
—010—
PROPCSED wE%CONTOURS
PROPOSED WTFRCONTOURS.
X FG 662.50
PRDRCEEDS-1 ELEVATION
/1/Y\
TREE LINE
OE%LSTNG'REES
TEMPORARY SII FENCC
®
iEMPCRARV ST LME CtiECr DAM
®
IEMPGRARV STRAW V✓Al'LE
- — — — e EXISTING STORM PPE
/©. DEMp FXLSTINC ASPHA-1
O FX6DNG AREA TO REMVNN
® AREA, F
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STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN' ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
NOTE: ONLY THE INFORMATION
SHOWN ON THIS SHEET MAY
BE CONSTRUCTED DURING
TROUT SPAWNING SEASON
(JAN. 1 - APRIL 15) TO AVOID
STREAM DISTURBANCE
STREAM DISTURBANCE SCHEDULE
CALENDAR
DAYS
ACTIVITY
I
MOBILIZE
5-B
PHASE I: PIPE B STRUCTURE
INSTALLATION
3-4
PHASE II: PIPE B STRUCTURE
INSTALLATION
3-4
PHASE III: FILL REMAINING STREAM
NOTE: PHASE 116 PHASE 111
Udo& IS TO BE PERFORMED
ONLY WHEN THERE IS NO PAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
6 THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED 6
STABILIZED 24 HOURS MIN
PRIOR TO FORECASTED RAIN.
(PER LEA NCAC 048.0105)
Gs
y� —
y
rho,
10�61,
J
TALL ALL PIPE
TURF B2 TO
LIMITS OF
(HIGHLIGHTED '
(SEE SHEET 7
PHASE
zd� I I
y 1 N r
'
v
GP
I / -
•r
r �I
" DOUBLE ROW SILT / "...
'yy 1 FENCE ALONG
.I:I TOP OF BANK
STR BI H -WALL
PHASE II NOTES: -
1. ALL MAINING PIPES 6 LF RCP
6 STRUCTURES (HGHUGHTED 1 INSTALL REMAINING PIPE.
PORTION) (SEE SHEET 7 FOR r� mH-WALL 6 GRADE IN CONNECTION
FURTHER DETAILS)
2. SPREAD STRAW OVER ENTIRE �� �� RE AWING HANI*BEROFF' FLOW TO
DISTURBED AREA AT HEADWALL REMAINING CHANI
6 INSTALL COIR MATTING
(HEAVY DUTY BIODEGRADABLE
700 GRAM) OVER STRAW -
INSTALL 6 STAKE MATTING AS
PROVIDED IN' SMALL-SCALE
SOLUTIONS TO ERODING
STREAM BANKS' AS PUBLISHED
BY NC AST STATE UNIVERSIT'
COOPERATIVE EXTENSION. (SEE 1 1
LANDSCAPE PLAN FOR
PLANTING REO TS)
10 LF PCP
� r
\ STP 83 OTI
PHASE II (,ALSO NOTED AS PHASE II GRADING
CONSTRUCT WITH PHASE III
GRADING (SEE SHEET 5)
/ r
(
I FILLREMAINING STREAM
I (SEE GRADING PLAN
(THS SHEET))
1
J \
PHASE III
STREAM DISTURBANCE PHASING PLAN
NOTE' PHASE If 6 PHASE 11
W(317K IS TO BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
6 THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED 6
STABILIZED 24 HOURS MIN
PRIOR TO FORECASTED PAIN
(PER ISA NCAC 048 .0105)
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4
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. 1R04ER MD: 16 137 _ - -

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN' ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
BUFFER DISTURBANCE.
r
WIDTH - 25
Is, �\
2>6,
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5
OF 14
PRO.IELTNO.: 16 .3> -

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. i - APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
2.
TEMPORARY SEEDING
I HA H
(FOR DETAILS 6 SPECS. SEE
EROSION 6 SEDIMENT CONTROL
PLANNING 6 DESIGN MANUAL.
SECTION 610)
PROTECTION OF STREAM TEMPERATURE:
USGS PROVIDES A LIST OF CONSTRUCTION
ACTIVITIES THAT CAN AFFECT THE
TEMPERATURE OF DOWNSTREAM WATERS
((https://water.usgs.gov/edu/temperature.htmi).
THESE ACTIVITIES INCLUDE:
• IMPERVIOUS AREAS
• SEASONAL CHANGES IN LAKES 6
RESERVOIRS
• DAMS 6 IMPOUNDMENTS
• POWER PLANTS
THE PROPOSED IMPERVIOUS AREAS WILL NOT
DISCHARGE DIRECTLY INTO THE EXISTING
STREAM 6 WILL BE DIRECTED TO THE EXISTING
STORM SEWER ALONG U.S. HWY 276. THE
REMAINING ACTIVITIES ARE UNRELATED TO THIS
DEVELOPMENT. BASED ON THE ABOVE, NO
ADVERSE EFFECTS ON TEMPERATURE CHANGE
AS A RESULT OF THIS DEVELOPMENT ARE
ANTICIPATED AND THE PROPOSED ACTIVITIES
WILL BE IN COMPLIANCE WITH THE
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EROSION CONTROL NOTES:
1. HATCHED AREAb ENT DRAINAGE
AREAS TO EACH BMP.
2. CAPACITIES FOR EROSION AND SEDIMENT
CONTROL MEASURES DOCUMENTED PER THE
NC DEO "EROSION 8 SEDIMENT CONTROL
PLANNING 6 DESIGN MANUAL' IN
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STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS fi SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
HARDWARE CLOTH S GRAVEL -
INLET PROTECTION:
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NOTE: PHASE II 6 PHASE III
W�T7IC IS TO BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
6 THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM ALL
WORK SHALL BE COMPLETED 6
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STREAM PROTECTION NOTES:
1 ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
DISTURBED AREA - 0.08 AC < DS AC OK
HEIGHT = I (SEE DETAIL)
ELEV. DROP BETWEEN DAMS =1 __, OK
(
CHECK DAM.-/.
DISTURBED MEA -0.07 AC 0.A' -5C
HEIGHT -I (SEE DETAIL)
ELEV. DROP BETWEEN DAMS =I - OK
HARDWARE CLOTH JRAVEL.-_�,,�INLET PROTECTION:
DISTURBED AREA - 003 AC (POM LO AC -, OK
0
125 LF SILT
tiny
2,6
194 LF SIL
FENCE CAPACITY:
7.500 SF PER 100 LF (SINGLE ROW)
--� 14.550 SF PER 194 LF (SINGLE ROW)
--� 14.500 SF x 2 = 29100 SF (DOUBLE ROW)
291M SF , 23.970 SF -, OK
DRAINAGE AREA- 005 AC. 0.5 AC OK
HEIGHT = 2 (SEE DETAIL)
ELEV DROP BETWEEN DAMS = 2 - OK
ROSION CONTROL LEGEND:
- x - SILT FENCE
D CHECK DAM
HMDWARE QOTH 6
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TEMPORARY GRAVEL
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11
STREAM PROTECTION NOTES:
1 ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
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1EAM PROTECTION NOTES:
.L WORK IN OR ADJACENT TO STREAM
iERS SHALL BE CONDUCTED SO THAT
FLOWING STREAM DOES NOT COME IN
(TACT WITH THE DISTURBED AREA. I.E.
'HE DRY". (PER WATER QUALITY
TIFICATION NO. 3890. CONDITION #6)
"PHASING PLAN" ON SHEET 5 FOR
)ITIONAL INFORMATION)
D CONSTRUCTION ACTIVITIES THAT
)LVE DISTURBANCE OF THE STREAM
'TAKE PLACE DURING TROUT
WNING SEASON (JAN.1- APRIL 15).
-E EROSION CONTROL PLANS S SHEET 0+20
GARDING PHASING OF THE WORK 215 2 so 2150
CIFIC TO PROTECTING THE EXISTING
=AM. PROPOSED
GRADE(TYP)
EX GRADE
(TYP.)
2740 2740
\ zlno 2>ac
i — L C!\
/ `EX. STREAM
B3 OM PROPOSED
EX. STREAM PIPE CrIP.)
27 0 2,3 213.1 2130 2136
-20 c 20 4C -20 c 2C 4C
0+60 0+88.70
2150 2150
2750
214D / / 21ap 274D
O--F
\\`EX. STREAM
2130 2130
-20 c 2C 4„ —
2150
2140 2140
STREAM
�� 2130
0+40
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c 20
.+02.76
27W
O
( E%. STREAN
1
2130
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1+16.83
27x 2150
2740
273[
2740
N `EX. STREAM
31 H -WALL
2 3c
0 20 40
SECTION VIEW
VERTICAL SCALE. 1' • 5
EX STREAM
- �\• BANK
� E%. STREAM
ALIGNMENT \ ..
I
TOP 2 1 rt
',IE Y+ 21517377 .7/
Ali \ x
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PLAN VIEW
-0+35 0+00 1+00 1+35
PROFILE VIEW
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DYAWNBY: BBN_EV
FLDDATE 0:0':.20]6
01110E DAT! 06172016
OIiO(®BY: JCARGI_E
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0 20 40
SHEET
120%

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
NOT 10 SCALE
O168 LBSF Y. (I -i2') I10- BRIMNDlS fDNK:RRF
-
WEA RING COURSL NCD0120125PECIEYNATIONS
B. PAVERS WILL BE LAID ON TOP OF A 4' CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE
O I68LBS/5, B -J2 ),o, I——CONORETE
3 ���JJJJJJ
ENDER COUR;E NCD.^T Zai SPFLIFY EIDNS
STANDARD SPECLICATOHS
G S Y EMJLSFIED ASPHA:I OR D CT GAL/EY
2O
ODID
3 TACK COAT ALT MATFRW. S ARE TC BE IN AOCDRDACNF
TOP 6 6 SUBGRAOE E IO BE COMPACTS: TO
WIT- THE NCDO1 2012 SPECFICA1
IDC% PROC IOP DENSITY BELOW TOP 61S TO
6'WER OF DENSE GRADEDNMDNE BACOURSE
BE COMPACTED 10 95%PPOCTO
DETERMINED AASHTO I.99 COMEAMION
NEDD-CIESPECIFICATIONS AL_MATEMLSSlALLBE
O '
TEST SEERVEMENTNOTESFORPDDITIONAL
N'FORMATION.
InACOANCEWTr5EC70101O=%C3MACIIDN REC-D
STANDARD PAVEMENT SECTION
NOT 10 SCALE
NOT IOSCALE
O2E=.8./EY 12-THD-BRLMN05COnCRE'E
21 BRUMNOUSCDNCRETE
WEAfBNI CDURSE NCD 2012 SPECFICAT S
B. PAVERS WILL BE LAID ON TOP OF A 4' CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE
A ­ /SY (2') 10T Bf'UMNOUS 0ON ,,
WITH MANUFACTURER'S INSTRUCTIONS. OR WITH A MAXIMUM 1/2 "THICK BED OF LATEX MODIFIED CEMENT MORTAR
BKICER co1. _CO- I., $PEIFIIA'On5
STANDARD SPECLICATOHS
EMULSIREDASPHAL'DR
2O
OMCGA-JS'
TACK COAT A L MATERIALS ARF TO BE IN ACCORDANCF
TOP 6' OF EUBGRADE G I O BE COMPACTED TO
WITH THE NCDOI 2012 SPECIFICA IONS
1C0% PROCTOR DENSITY BELCW TOP 6 I TO
BE COMPACTED 10 95%ERECT OR DENSITY AS
6' _AYER 0= DENSE GRADED L -5 -ONE BASE COURSE
DETERMNED BY AASHTO I-99 COMPACTON
NCDO-2012SPECFKA7IONS AL'.YIATE- S-.AL.BL
O
TESL BEE PAVEMENT NOTES FOR 4DDRgM1AL
NFORMAUDIN
IN ACCOROlN.L WTI-SECTgN101L 100%CDMPAC'On BEDJ
HEAVY DUTY PAVEMENT SECTION
NOT IOSCALE
SEE PLANS NOTE CONTRACTION JOINTS SHALL BE
SPACEDAI'W IMAX)CENIERIO
CENTER. AND SHALL BE FORMED USNG
PWS TC OR HARDBOARD PREFORMED
STRIPS (J3 DEPTH OF SLAB) PLACED
N THE SIDEWALK AND CURB AT THE
TIME OF CONSTRUCTION. OR BY SAWCOTING
THE SIDEWALK AND CURB 10 ,/3 DEPTH
WITHIN 2 HOURS AFTER CONSTRUCTION
FIGHT BROOM SI -ES MATCH LOCTON' OF JONTS IN PAVEMENT
N- (IYE) WHERE POSSIBLE
1/< PER FT
s 4_ DONT SEALING SEEPA SECTION
P COMPOND Om POR RE-REMETS
SEE DETAIL 9. C103 FOR
EXPANSION JOINT REMS
V2' PEE-MOLDEp DONT FILLER
WOO BETWEEN CURB E CONIC
RYMT (TVP)
CONCRETE SIDEWALK &
TURN -DOWN CURB DETAIL
NOT 10 SCALE
O22<LBS/SY
21 BRUMNOUSCDNCRETE
ALL DETECTABLE WARNINGS SHALL BE IN COMPLIANCE WITH -HE AMERICANS WITH DISABILITIES ACT OF 1990
B. PAVERS WILL BE LAID ON TOP OF A 4' CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE
SOPEACE COURSE REF 61C. 59.58..=I ED.
WITH MANUFACTURER'S INSTRUCTIONS. OR WITH A MAXIMUM 1/2 "THICK BED OF LATEX MODIFIED CEMENT MORTAR
RAISED TRUNCATED DOMES WITH A.
STANDARD SPECLICATOHS
C
2O
M. LBS, -Y (31 B1-INOUIS CONCRETE
2 lr,l lJ c 1
- TOP DIAMETER OF 10 MM (0.4 M),
INTERMEDIATE COURSE REF 61C.11906. NCDOT 2012
lJ "Jl
SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO A5 -0 PROVIDE A SMOOTH TRANSITION =ROM
STANDARD SP EC _ONS
BRICK TO BRICK AND BRICK TO CONCRETE SURFACE.
O3
OOK - 008 GAL By TACH EDA' AS REED W SPECS
1 OP 6- 6 SUBGRPDE IS 1 O BE COMPACTED TO
10. THE SURFACE OF ANY TWO ADJACENT UNITS SHOULD NOT DIFFER BY MORE THAN 1/B "IN HEIGHT. BRICKS SHAL- BE
All w`TERIALS ARE TO BE N ACCORDANCE
WITH SECiKX, 60.5 OF THE NCDp12025PECFKATKXNS
:00%PROCTOROENSRY BELOWICE-T0
BE COMPACTED TO 95%PROCTOR DENSITY l5
(D
10' LAYER O: CRUSHED AGC{EGATE BASE COURSES-NAL-
DETEPMN+ED BY AASHTC I SIB COMPACTION
TEST SEEPAVEMENINOTCSFORAODITXXJLL
DURING CONSTRUCTION. ILEXPANSION JOINTS SHALL BE PROVIDED IN T -IE CURB RAMP AS EXTENSIONS OF WALK JOINTS
BE PLACED N ACCORDANCE WIT.. SECTIO 520. nKJO- 2012 AT
MATERIA -5 H 8Eln ACCORDANCEWIT- SE-KI.1D1010A
INFORMATION
COVERED (EXCLUDING THE FLARED SIDES) RATHER THAN THE ENTIRE LENGTH OF THE RAMP TO MAXIMIZE THE
COMPACTION RECD
NCDOT PAVEMENT SECTION (IN R.O.W.)
NOT IO SCALE
MOBILITY THE DETECTABLE WARNINGS SHALL BE INSTALLED SUCH THAT THE EDGE NEAREST THE CURB LINE IS
SEE PLANS NOTE CONTRACTION JOINTS SHALL BE
SPACEDAI'W IMAX)CENIERIO
CENTER. AND SHALL BE FORMED USNG
PWS TC OR HARDBOARD PREFORMED
STRIPS (J3 DEPTH OF SLAB) PLACED
N THE SIDEWALK AND CURB AT THE
TIME OF CONSTRUCTION. OR BY SAWCOTING
THE SIDEWALK AND CURB 10 ,/3 DEPTH
WITHIN 2 HOURS AFTER CONSTRUCTION
FIGHT BROOM SI -ES MATCH LOCTON' OF JONTS IN PAVEMENT
N- (IYE) WHERE POSSIBLE
1/< PER FT
s 4_ DONT SEALING SEEPA SECTION
P COMPOND Om POR RE-REMETS
SEE DETAIL 9. C103 FOR
EXPANSION JOINT REMS
V2' PEE-MOLDEp DONT FILLER
WOO BETWEEN CURB E CONIC
RYMT (TVP)
CONCRETE SIDEWALK &
TURN -DOWN CURB DETAIL
NOT 10 SCALE
JND'rKi
E -OPE -0 -
INC CURB A- 1 -NG)
SIDEWALK RAMP "BTI
NOTT05CA,E
JONI SEALING COMPOUND (TYP)
Il
C 4 NOTE SPACE EXPANSION JOC:TS AT
< d SOMAIL AND AT ALL LOCATIONS
,A F' WHERECURBORSOEWAIX
ERMMATES AG 51 ARIGOO ECT
J2 PRE-MOLDED,10!<T FILLER
REED BETWEEN CURB E CONC PVMI EYP)
SIDEWALK & CURB
EXPANSION JOINT DETAIL
NOT TO SCALE
-'.ANOICAFPED
PARKING ON.Y
TT---
MAN—
.54 INE S3-:
` �LEVA-In A6CVE
=NMSHED PVMT ('VPI
H'CAP SIGN DETAIL
18.12' SGn
WHITE H'AP SYMBO-
G- WHI-L
FT ER5(TVF)
IB'+B SGk
SEl SIGs PO51 N CONCRETE (TVP)
T A 1Ml - DEPT DE 2'-0' JSF
U-TYPF-.ANGEO 51EE1 SECTONIS FOR
=CR SGN POS- IPER AL.DO- SPECS;
=ABRKNATE SGN PANE -S Or 16 GA
OR 063 ALUMINUM
GENERAL NOTES
1 THE EXPANSION JOINT 6 TO BE REPLACED WHERE THE NEW RAMP OR SIDEWALK JOINS EXISTING PAVEMENT STRUCTURE ACCEPTABLE MANUFACTURERS AND PRODUCTS ARE.
2. EXPANSION JOINT MATERIAL TO BE IN ACCORDANCE WITH ARTICLE 8320: AND 832.02 OF ALABAMA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
3. THE SUBGRADE SHALL BE FREE OF ALL ROO-5 AND OTHER UNDESIRABLE MAI ERIALS WITH THE ROOT S CUT BACK ONE (1)
FOOT FROM FACE OF SIDEWALK.
A. RAMPS SHALL HAVE A NON-SKID SURFACE APPLIED BY BRUSHING TRANSVERSELY OR GROOVING.
5 WHERE SIDEWALKS ARE REQUIRED, THIS PLAN SHALL BE USED AT PEDESTRIAN CROSSWALKS FOR SAFE AND CONVENIENI
MOVEMENT OF THE HANDICAPPED AND PERSONS USING WHEEL CHAIRS.
6. INSTALL DETECTABLE WARNINGS (TRUNCATED DOMES) FOR A DISTANCE OF 24' FROM THE BACK OF THE CURB FOR THE
ENTIRE WIDTH OF THE RAMP OPENING SHOWN.
1) WHITACRE-GREER FIREPROOFING COMPANY 1400 S MAHONING AVE
ALLIANCE. OH. 44601. ADA PAVER, 4'X B' X 2-1/4', CLEAR RED
(RUSTIC) u3D
2) HANOVER ARCHITECTURAL PRODUCTS. 240 BENDER ROAD, HANOVER, PA
17331. DETEC-ABLE WARNING PAVER, 4'X 8' X 2'. RED OR OJARRY RED.
3) PAVESTONE COMPANY, 7322 BONNYSHIRE DRIVE, CHATTANOOGA. TENNESSEE.
DETECTABLE WARNING PAVER, 4'X B" X 2-3/8. RED
DESIGN SPECIFICATIONS FOR DETECTABLE (TRUNCATED) WARNINGS
THE DETECTABLE WARNING IS DEFINED AS'A STA14DARDVED SURFACE FEATURE BUILT IN OR ADDLED TO THE
WALKING SURFACE OR OTHER ELEMENTS TO WARN VISUALLY IMPAIRED PEOPLE OF HAZARDS ON A CIRCJLAT10N
PATH'
7. PAVERS SHALL MER ASTM C 9D2 CLASS EX. TYPE I, OR C 936. OR C 1272 TYPE R.
ALL DETECTABLE WARNINGS SHALL BE IN COMPLIANCE WITH -HE AMERICANS WITH DISABILITIES ACT OF 1990
B. PAVERS WILL BE LAID ON TOP OF A 4' CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE
ACCESSIBILITY GUIDELINES (ADAAG) AS DETAILED IN 28 CFR PART 36. DETECTABLE WARNINGS SHALL CONSIST OF
WITH MANUFACTURER'S INSTRUCTIONS. OR WITH A MAXIMUM 1/2 "THICK BED OF LATEX MODIFIED CEMENT MORTAR
RAISED TRUNCATED DOMES WITH A.
MORTAR JOINTS TO A WIDTH OF 3/8 ". PAVERS SHALL NOT BE DIRECT LY TOJCHING EACH OTHER JNLESS TRAY HAVE
SPACING BARS
- BOTTOM DIAMETER OF 23 MM (0.9 IN):
- TOP DIAMETER OF 10 MM (0.4 M),
w.
JND'rKi
E -OPE -0 -
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SIDEWALK RAMP "BTI
NOTT05CA,E
JONI SEALING COMPOUND (TYP)
Il
C 4 NOTE SPACE EXPANSION JOC:TS AT
< d SOMAIL AND AT ALL LOCATIONS
,A F' WHERECURBORSOEWAIX
ERMMATES AG 51 ARIGOO ECT
J2 PRE-MOLDED,10!<T FILLER
REED BETWEEN CURB E CONC PVMI EYP)
SIDEWALK & CURB
EXPANSION JOINT DETAIL
NOT TO SCALE
-'.ANOICAFPED
PARKING ON.Y
TT---
MAN—
.54 INE S3-:
` �LEVA-In A6CVE
=NMSHED PVMT ('VPI
H'CAP SIGN DETAIL
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T A 1Ml - DEPT DE 2'-0' JSF
U-TYPF-.ANGEO 51EE1 SECTONIS FOR
=CR SGN POS- IPER AL.DO- SPECS;
=ABRKNATE SGN PANE -S Or 16 GA
OR 063 ALUMINUM
GENERAL NOTES
1 THE EXPANSION JOINT 6 TO BE REPLACED WHERE THE NEW RAMP OR SIDEWALK JOINS EXISTING PAVEMENT STRUCTURE ACCEPTABLE MANUFACTURERS AND PRODUCTS ARE.
2. EXPANSION JOINT MATERIAL TO BE IN ACCORDANCE WITH ARTICLE 8320: AND 832.02 OF ALABAMA DEPARTMENT OF
TRANSPORTATION SPECIFICATIONS.
3. THE SUBGRADE SHALL BE FREE OF ALL ROO-5 AND OTHER UNDESIRABLE MAI ERIALS WITH THE ROOT S CUT BACK ONE (1)
FOOT FROM FACE OF SIDEWALK.
A. RAMPS SHALL HAVE A NON-SKID SURFACE APPLIED BY BRUSHING TRANSVERSELY OR GROOVING.
5 WHERE SIDEWALKS ARE REQUIRED, THIS PLAN SHALL BE USED AT PEDESTRIAN CROSSWALKS FOR SAFE AND CONVENIENI
MOVEMENT OF THE HANDICAPPED AND PERSONS USING WHEEL CHAIRS.
6. INSTALL DETECTABLE WARNINGS (TRUNCATED DOMES) FOR A DISTANCE OF 24' FROM THE BACK OF THE CURB FOR THE
ENTIRE WIDTH OF THE RAMP OPENING SHOWN.
1) WHITACRE-GREER FIREPROOFING COMPANY 1400 S MAHONING AVE
ALLIANCE. OH. 44601. ADA PAVER, 4'X B' X 2-1/4', CLEAR RED
(RUSTIC) u3D
2) HANOVER ARCHITECTURAL PRODUCTS. 240 BENDER ROAD, HANOVER, PA
17331. DETEC-ABLE WARNING PAVER, 4'X 8' X 2'. RED OR OJARRY RED.
3) PAVESTONE COMPANY, 7322 BONNYSHIRE DRIVE, CHATTANOOGA. TENNESSEE.
DETECTABLE WARNING PAVER, 4'X B" X 2-3/8. RED
DESIGN SPECIFICATIONS FOR DETECTABLE (TRUNCATED) WARNINGS
THE DETECTABLE WARNING IS DEFINED AS'A STA14DARDVED SURFACE FEATURE BUILT IN OR ADDLED TO THE
WALKING SURFACE OR OTHER ELEMENTS TO WARN VISUALLY IMPAIRED PEOPLE OF HAZARDS ON A CIRCJLAT10N
PATH'
7. PAVERS SHALL MER ASTM C 9D2 CLASS EX. TYPE I, OR C 936. OR C 1272 TYPE R.
ALL DETECTABLE WARNINGS SHALL BE IN COMPLIANCE WITH -HE AMERICANS WITH DISABILITIES ACT OF 1990
B. PAVERS WILL BE LAID ON TOP OF A 4' CONCRETE BASE. SETTING BED AND JOINTS TO BE MORTARED IN ACCORDANCE
ACCESSIBILITY GUIDELINES (ADAAG) AS DETAILED IN 28 CFR PART 36. DETECTABLE WARNINGS SHALL CONSIST OF
WITH MANUFACTURER'S INSTRUCTIONS. OR WITH A MAXIMUM 1/2 "THICK BED OF LATEX MODIFIED CEMENT MORTAR
RAISED TRUNCATED DOMES WITH A.
MORTAR JOINTS TO A WIDTH OF 3/8 ". PAVERS SHALL NOT BE DIRECT LY TOJCHING EACH OTHER JNLESS TRAY HAVE
SPACING BARS
- BOTTOM DIAMETER OF 23 MM (0.9 IN):
- TOP DIAMETER OF 10 MM (0.4 M),
9 MOR-ARED JOINTS ARE TO BE FLUSH WITH THE TOP SURFACE AND STRUCK SO AS TO GIVE A SMOOTH SUR=ACE. PAVERS
- HEIGHT OF 5 MM (021N).
SHALL BE LAID SUCH THAT JOINTS ARE LEVEL WITH ADJOINING JOINTS SO A5 -0 PROVIDE A SMOOTH TRANSITION =ROM
- CENITER-TO-CENTER SPACING OF 60 MM (2.35 IN).
BRICK TO BRICK AND BRICK TO CONCRETE SURFACE.
- THE COLOR OF THE DETECTABLE WARNING SHOT: -D CONTRAST VISUALLY WITH ADJOINING SURFACES. EITHER
LIGHT ON DARK OR DARK ON LIG14T THE MA-ERIAL USED TO PROVIDE CONTRAST SHOULD COWRAST BY
10. THE SURFACE OF ANY TWO ADJACENT UNITS SHOULD NOT DIFFER BY MORE THAN 1/B "IN HEIGHT. BRICKS SHAL- BE
AT LEAST 70 PERCENT.
PLACED IN A HERRINGBONE PA -TERN WHERE FEASIBLE. IN ALL CASES, -HF PATTERN OF THE DOMES IS TO BE MAINTAINED
PER ADA REQUIREMENTS. FACE OF ALL BRICK SHALL BE C_EAN OF CEMEN- AND PROTECTED SO AS TO AVOID CHIPPING
DETECTABLE WARNINGS SHALL BE LAID OUT ON A TRIANGULAR GRID OR A SQUARE GRID (PARALLEL ALIGNMENT).
DURING CONSTRUCTION. ILEXPANSION JOINTS SHALL BE PROVIDED IN T -IE CURB RAMP AS EXTENSIONS OF WALK JOINTS
WHEN INSTALLED ON CURB RAMPS, ONLY THE LOWER 610 MM (2 FT) OF THE ENTIRE CURB RAMP WIDTH SHALL BE
FORA NEW CONCRETE WALK. A 1/2 "EXDAN'SION JOINT FILLER SHALL BE PROVIDED AROUND THE EDGE OF RAMPS BUILT
COVERED (EXCLUDING THE FLARED SIDES) RATHER THAN THE ENTIRE LENGTH OF THE RAMP TO MAXIMIZE THE
IN EXISTING CONCRETE WALKS. ONES SHOWN ON THIS DRAWING INDICATE THE RAMP EDGE AND SLOPE CHANGES AND
DETECTABILrY AND TO MINIMIZE THE NEGATIVE IMPACT ON PEOPLE WHO RELY ON WHEELED DEVICES FOR
ARE NOT NECESSARILY JOINT LINES.
MOBILITY THE DETECTABLE WARNINGS SHALL BE INSTALLED SUCH THAT THE EDGE NEAREST THE CURB LINE IS
152 MM TO 20C MM (61N TO B IN) BEHIND -HE CURB LINE
H'CAP RAMP DETAILS
NOT 10 SCI E
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NO SCALE
SHEET
11
OF 14
PRDJFDT ND.: 16-131

STREAM PROTECTION NOTES:
1 ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN' ON SHEET S FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 1S).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
cross -Section
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inorouohly
24' •: f,:
SEDIMENT (SILT) FENCE
NOTTOSCA.F
NOTE: ALL EROSION CONTROL
DETAILS ARE TAKEN FROM 6
SHOULD BE INSTALLED IN
ACCORDANCE WITH THE
NCDEO EROSION B SEDIMENT
CONTROL PLANNING B DESIGN
MANUAL (REVISED MAY 2013).
9' mM /L5' min.
-------------- --_ _______`.___ /
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01—DATE: 08.172016
OIEOLEDEY: J RGILZ
RLOTOAIIE [3.12017
NO SCALE
SHEET
12
OF 14
Filial Iti-

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE 'PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
NODE. V -:3W FEDESTRWn SA4
TRENIi+FRAME a GRATr AS
2t' MANUFACTURED eY'EAST JOROAn
IRON WORKS. INC (1-B—eT AIOJI
OR A—F. E-1 —11 FER
MANUFACTJRER'E RECOMENDATpR
'SAW{L_ F. TING
4 MN : •. • SUE WALK 6 FC'ALL
ESR 6ETWEEN'RENCH
DRAM E E%E- WAD:
3000 £
CONCRETE
TRENCH GRATE SECTION
NOT TO SCALE
,.F VERT INTO YnNVG6✓-
PLAN
END ELEVATION CROSS SECTION
CONCRETE HEADWALL DETAIL - 42" PIPE
NOT ro scr,_F
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(SEE CONSTRIwTCN P-.N•b
FOR APRON _C C!%-rEI
MGTC�GRADE RYPI
INLET DIMENSIONS
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NOTE-
: AL. CON -1- SHALT BE C.A,.`; AAND-".HALL
DEVELOP A MNIMJM COMFRE3rvF _STRENGT-
OF 30D0 P51 N 26 D11
2 REINFORCING S SE NTERM TE GRADE (GRAOE 60;
DEFORMED EAR AND SHALL CCN -URN TO THE
REOUREMENT5 OF T NE SI AND -D SFEOFICATpNE
FORBBLET STEE: CONCRETE RENFORCEMENT
BAR ASTM A -IS AND DEFCRHATIONS CONFORMING
CAST- -
2
ASTM, A-3053 57 ER ARE ROURED Ow ALL N..ET ep%ES
WHEN OMENSpN FROM 60T'OM SIRS FLOW 111.1E
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6RCK WHEN H • 5'. JSF 12' 6RCK WH- H,5
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1/2 THCK MORTAR ON BOTH OFFS
OPEN THROAT INLET
NOT TO SCALE
INLET DIMENSIONS
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A B
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OPEN THROAT INLET
NOT TO SCALE
VROJECf ND.: 16_137
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RFOO EO GAR AND SHAL_ CONFORM Tp THE
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FORBILLET STEELND
oFFIa DATB: OB.I)2016
DIF.!®9Y: Y-ARG4F
♦LOT DI.T[: 23..1.2017
OEETE IIOVSCEMENT
BAR. A61M A -IS AND OEFORMATD!J$ COFKORMING
TO ASTM A-305
3 ETFR ARE RFOtRREO ON ALL N.ET BO%EE
VHFN ONENSION FROM BOTTOM SLAB FLDW LINE
,O TOP OF TOP SLAB M GREATER' HAN A T
NO SCALE
JUNCTION BOX/OPEN THROAT INLET
DETAIL FOR 27" TO 60" PIPES
NOT TO SCALE
13
VROJECf ND.: 16_137

STREAM PROTECTION NOTES:
L ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA, I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
+45 95
/
,
/
/
/
\
I
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• J
I Coro oordiformis / Bi:ternut Hic%ory
54 B
/
,
SHRUB5✓✓S
QTY BOTANICAL NAME /COMMON NAME
SIZE
I
Colyconthus fiorlou5 / 5weet Shrub
5 ool
24" min.
Ilex ver:irilloto / Airte-be-ru
5 ool
_
1
5omoucue rio-o / Common Eloeri er-y
5 ool
I
i
I
I
/ /
+45 95
/
,
/
/
/
N$
PLANT SCHEDULE
T/R,E/E�S,,\
\
CONT
•I
• J
I Coro oordiformis / Bi:ternut Hic%ory
54 B
/
,
SHRUB5✓✓S
QTY BOTANICAL NAME /COMMON NAME
SIZE
I
Colyconthus fiorlou5 / 5weet Shrub
5 ool
24" min.
Ilex ver:irilloto / Airte-be-ru
5 ool
/ I
5omoucue rio-o / Common Eloeri er-y
5 ool
I
i
I
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I
/
1
/
I
N$
PLANT SCHEDULE
T/R,E/E�S,,\
� BOTANICAL NAME / COMMON NAME
CONT
CAL SIZE
• J
I Coro oordiformis / Bi:ternut Hic%ory
54 B
SHRUB5✓✓S
QTY BOTANICAL NAME /COMMON NAME
SIZE
HT
Colyconthus fiorlou5 / 5weet Shrub
5 ool
24" min.
Ilex ver:irilloto / Airte-be-ru
5 ool
24" min.
5omoucue rio-o / Common Eloeri er-y
5 ool
IB" mi-.
NOTE: LANDSCAPE PLANT
MATERIALS WERE SELECTED
FROM THE MOUNTAIN RIPARIAN
SPECIES DOCUMENT FOUND
AT NC STATE UNIVERSITY
STREAM RESTORATION
PROGRAM AND THE NCDEO -
DIVISION OF WATER
RESOURCES - ASHEVILLE
REGIONAL OFFICE.
NOTE: ONLY THE INFORMATION
SHOWN ON THIS SHEET MAY
BE CONSTRUCTED DURING
TROUT SPAWNING SEASON
(JAN. 1- APRIL 15) TO AVOID
STREAM DISTURBANCE
NOTE PHASE II 6 PHASE III
WW0 M IS TO BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
6 THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED 6
STABILIZED 24 HOURS MIN.
PRIOR TO FORECASTED RAIN
(PER 15A NCAC 04B 0105)
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14
OF 14
CIIO.]FCTIge 16-13% - -

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION X16)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1 - APRIL 15).
3. SEE EROSION CONTROL PLANS 8 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM. -
NOTE: ONLY THE INFORMATION
SHOWN ON THIS SHEET MAY
BE CONSTRUCTED DURING
TROUT SPAWNING SEASON
(JAN.1 - APRIL 15) TO AVOID
STREAM DISTURBANCE
STREAM DISTURBANCE SCHEDULE
CALENDAR
PHASE II NOTES:
IiTTTLEMAINING PIPES
DAYS
ACTIVITY
1
MOBILIZE
5-11
PHASE I: PIPE 6 STRUCTURE
�*''''� ( ry
-
��
INSTALLATION
3-4
PHASE II: PIPE fi STRUCTURE
Z, 42' I
INSTALLATION
3-4
PHASE III: FILL REMAINING STREAM
NOTE PHASE 116 PHASE III
2K IS TO
r W BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
fi THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED 6
STABIUZED 24 HOURS MIN
PRIOR TO FORECASTED RAIN
(PER ISA NCAC 04B.0105)
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PHASE III
STREAM DISTURBANCE PHASING PLAN
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SHEET
4
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ORO.IERNO_ 6-131
STP Bl H -WALL
PHASE II NOTES:
IiTTTLEMAINING PIPES
6LFPCP .-i 1
fi STRUCTURES (HGHUGHTED
I
INSTALL REMAININGPIPE.
I 1 I
( 1
PORTION) (SEE SHEET 7 FOR
FURTHER DETAILS)
�*''''� ( ry
-
��
H -WALL 6 GRADE IN CONNECTION
TO STREAM.'SERM OFF' FLOW TO
2. SPREAD STRAW OVER ENTIRE
Z, 42' I
REMAINING CHANNEL
DISTURBED AREA AT HEADWALL
6 INSTALL COIR MATTING-
(HEAVYDUTYBIODEGRADABLE
700 GRAM) OVER STRAW
OVER
( _
INSTALL 6 MATTING ASr
J I r
PROVIDED IN ^ SMALL-SCALE
SOLUTIONS TO ERODING
STREAM BANKS' AS PUBLISHED
BY NC AST STATE UNIVERSITY
I
COOPERATIVE EXTENSION (SEE
LANDSCAPE PLAN FOR
I I -
l ' - I I
PLANTING REO TS)
_ I
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I
sTR B3 on
\
PHASE II ( ALSO
NOTED AS PHASE II GRADING)
NOTE
STO 11E PERF1 S�ORM'EAfHED
<1y
" ! ) FILL REMAINING STREAM
- / 1 (SEE GRADING PLAN
(THS SHEET))
!
PHASE III
STREAM DISTURBANCE PHASING PLAN
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ORO.IERNO_ 6-131
FORECASTED WITHN 5 DAYS OF
I I
I
COMMENCEMENT OF THE WORK
6 THERE IS NO VISIBLE EVIDENCE
CONSTRUCT WITTi PHASE III
GRADING (SEE SHEET 5)
I 1 I
( 1
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED 6
STABILIZED 24 HOURS MIN.
PRIOR TO FORECASTED RAIN.
(PER 15A NCAC 04B 0105)
<1y
" ! ) FILL REMAINING STREAM
- / 1 (SEE GRADING PLAN
(THS SHEET))
!
PHASE III
STREAM DISTURBANCE PHASING PLAN
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ORO.IERNO_ 6-131

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 1S).
3. SEE EROSION CONTROL PLANS & SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
BUFFER DISTURBANCE:
WIDTH = 25'
f
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STREAM PROTECTION NOTES:
L ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM -
PROTECTION OF STREAM TEMPERATURE:
USGS PROVIDES A LIST OF CONSTRUCTION
ACTIVITIES THAT CAN AFFECT THE
TEMPERATURE OF DOWNSTREAM WATERS
((https://water.usgs-gov/edu/temperature.html).
THESE ACTIVITIES INCLUDE:
• IMPERVIOUS AREAS
• SEASONAL CHANGES IN LAKES 6
RESERVOIRS
• DAMS Ei IMPOUNDMENTS
• POWER PLANTS
THE PROPOSED IMPERVIOUS AREAS WILL NOT
DISCHARGE DIRECTLY INTO THE EXISTING
STREAM 6 WILL BE DIRECTED TO THE EXISTING
STORM SEWER ALONG U.S. HWY 276. THE
REMAINING ACTIVITIES ARE UNRELATED TO THIS
DEVELOPMENT. BASED ON THE ABOVE, NO
ADVERSE EFFECTS ON TEMPERATURE CHANGE
AS A RESULT OF THIS DEVELOPMENT ARE
ANTICIPATED AND THE PROPOSED ACTIVITIES
WILL BE IN COMPLIANCE WITH THE
REQUIREMENTS OF 15A NCAC 04B.0125.
p EROSION CONTROL LEGEND:
U
_Iz I I o L+
—x
SILT FENCE
-1D C) N.,
TEMPORARY GRAVEL
d CONSTRUCTION ENTRANCE
I I { 1 I N O V
I W
I i I EROSION CONTROL NOTES:
cb . HAR
EPRESENT DRAINAGE
AREAS TO EACH BMP-
2. CAPACITIES FOR EROSION AND SEDIMENT
2,�s+XXX I CONTROL MEASURES DOCUMENTED PER THE
\ ; , P; I I NC DEO "EROSION 8 SEDIMENT CONTROL
PLANNING 8 DESIGN MANUAL" IN
- I I ACCORDANCE WITH THE REOUIREMENTS OF
112 LF SILT FENCE (DOUBLE ROW). 0 LF SILT FENCE (DOUBLE ROW): k +, _ \=
SLOPE = _w./1//, f� - p / , '\ SLOPE = 33% (MAX): II 15A NCAC 048.0105..0106. AN0 .0108.
2.760 SF. 5000 --" OK 900 SF 1500 Sr --: OK
JI f \
TEMPORARY SEEDING i � 2180 TSF, SP — OK I
LI HA CH A
(FOR DE7AIL56 SPECS. SEE
EROSION 6 SEDIMENT CONTROL "�r
PLANNING 6 DESC44 MANUAL.
SECTION 610) \�\ tk! - >•�� `\ `\
/, / N
_ i `(
k
TEMPORARY CONSTRUCTION ENTRANCE/EXIT:
12(MIN.) X 50'. 6' THICK
2-3' WASHED STONE
(SEE DETAILS)
Is,
hpyy -
��s
t'6O
A`6�c
J
FOLLOWING GRADING 6 WALL
CONSTRUCTION. INSTALL
REQUIRED BASE TO ESTABLISH
STAGING 6 MATERIALS STORAGE
AREA
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6
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caoJ6cTMQ: I6 W

STREAM PROTECTION NOTES:
1. ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN. 1- APRIL 15).
3. SEE EROSION CONTROL PLANS & SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
c;
-x-
SILTFENCE
O
GRAVEL INLET PROTECTION
GRAVEL
DTEMPORARY
CONSTRI1rnON ENTRANCE
I
INSTALL CONTROL BLANKET
OVER ENTIRE DISTURBED AREA
'I I
FOLLOWING GRADING. (SEE
LANDSCAPE PLANS FOR PLANTING
I �
VEGETATION REQUIREMENTS)
It
1-
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HARDWARE CLOTH 6 GRAVEL -
INLET PROTECTION:
DISTURBED AREA = 012 AC (MAX) , 1.0 AC - OK
i ♦ 1 1
!/\ •� , �� 2745
/ k
\ 1
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MAINTAIN PHASE I
SILT FENCES I
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EROSION CONTROL LEGEND:
-x-
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HARDWARE CLOTH 6
GRAVEL INLET PROTECTION
GRAVEL
DTEMPORARY
CONSTRI1rnON ENTRANCE
NOTE: PHASE II 6 PHASE III
WM IS TO BE PERFORMED
ONLY WHEN THERE IS NO RAIN
FORECASTED WITHIN 5 DAYS OF
COMMENCEMENT OF THE WORK
6 THERE IS NO VISIBLE EVIDENCE
OF FLOW IN THE STREAM. ALL
WORK SHALL BE COMPLETED 6
STABILIZED 24 HOURS MIN.
PRIOR TO FORECASTED RAIN.
(PER LSA NCAC 048 0105)
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STREAM PROTECTION NOTES:
L ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER QUALITY
CERTIFICATION NO. 3890. CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS & SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
1115
DISTURBED AREA = 0.08 A < .�A--7
HEIGHT =1' (SEE DETAIL)
ELEV. DROP BETWEEN DAMS =1' --+ OK
I
CHECK DAM)
DISTURBED AREA - 007 AC, .off°
HEIGHT -1 (SEE DETAIL)
ELEV DROP BETWEEN DAMS
=1—OK
HARDWARE CLOTH 6LVEL7
INLET PROTECTION:
DISTURBED AREA - 003 AC (MAX), 10 AC —> OK $
SLOPE =2%(MAX.)
2.755 SF, 5.000 SF - OK
FENCE CAPACITY:
7.500 SF PER 100 Lf (SINGLE ROW)
14_
a 950 SF PER 194 LF (SINGLE ROW)
__.14500 SF x 2 = 29300 SF (DOUBLE ROAM
29100 SF, 23.970 Sr OK
DRAINAG = AC, 0.5 AC — OK
HEIGHT = 2(SEE DETAIL)
ELEV. DROP BETWEEN DAMS - 2' - OK
2OSION CONTROL LEGEND:
- r. - SILT FENCE
W
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OPFICEOATE WB 720A
OIECI®BY� XM(J�E
PLOT GATE: 23ml2 ..J
SHEET
8
OF 14
PRO.IECf HD- 16-13)
CHECK DAM
HARDWARE CLOTH 5
GRAVEL INLET PROTECTION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
W
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PLOT GATE: 23ml2 ..J
SHEET
8
OF 14
PRO.IECf HD- 16-13)

STREAM PROTECTION NOTES:
L ALL WORK IN OR ADJACENT TO STREAM
WATERS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN
CONTACT WITH THE DISTURBED AREA. I.E.
"IN THE DRY". (PER WATER OUALITY
CERTIFICATION NO. 3890, CONDITION #6)
(SEE "PHASING PLAN" ON SHEET 5 FOR
ADDITIONAL INFORMATION)
2. NO CONSTRUCTION ACTIVITIES THAT
INVOLVE DISTURBANCE OF THE STREAM
MAY TAKE PLACE DURING TROUT
SPAWNING SEASON (JAN.1- APRIL 15).
3. SEE EROSION CONTROL PLANS 6 SHEET
4 REGARDING PHASING OF THE WORK
SPECIFIC TO PROTECTING THE EXISTING
STREAM.
A
R�
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BOOT ROOF DRAINS TO
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9
OF 14
PROJ[LTND: I6-:37

ZEAM PROTECTION NOTES:
_L WORK IN OR ADJACENT TO STREAM
TERS SHALL BE CONDUCTED SO THAT
FLOWING STREAM DOES NOT COME IN
)TACT WITH THE DISTURBED AREA. I.E.
-HE DRY". (PER WATER QUALITY
TIFICATION NO. 3890, CONDITION #6)
"PHASING PLAN" ON SHEET 5 FOR
)ITIONAL INFORMATION)
O CONSTRUCTION ACTIVITIES THAT
)LVE DISTURBANCE OF THE STREAM
'TAKE PLACE DURING TROUT
WNING SEASON (JAN.1- APRIL 15).
=E EROSION CONTROL PLANS 6 SHEET 0+20
GARDING PHASING OF THE WORK 2 s 250 250
CIFIC TO PROTECTING THE EXISTING
EAM. PROPOSED
GRADE(TYR)
EX.GRADE
TW)�
2740 2140 2740
�L
r a
EX. STREAM
33 Oil
PROPOSED
. o EX. STREAM PIPE (TVP)
2T30 2130 2]302]34 2730
-20 0 20 4C -20 0 2C a0
0+60 0+88.70
2750 2150 ,� 2]50
2740/ r 2140 4)40
0 f \\
— `EX STREAM
2130 2130 2730
,20 o r 4c
V 2C C 2C 40
1+16.83
2150 2FC
274(:
2730
�EX. STREAM
K H -WALL
1
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2730
� 20 ao
SECTION VIEW
VERTICAL SCALE: 1' - 5
275
2740 2i4C
STREAM
3p 2M
0+40
C 20
+02.76
2]40
TREAM
273
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2744
2735
2733
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10
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