20090504 Ver 1_401 Application_20090509

McGM
A S S O C I A T E S
May 1, 2009
Ms. Cyndi Karoly
Division of Water Quality
Wetlands and Stormwater Branch
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
A 1
09-0504
Dear Ms Karoly:
?R@190WRP
MAY 0 4 2009
DENR - WATER QUALITY
WETLANDS AND STQRMWATER BRANCH
RE: 401 Certification Request
Proposed Public Works Facility- Grading
Town of Franklin
Macon County, North Carolina
On behalf of the Town of Franklin, please find enclosed the following application and
supporting documentation for a grading plan for the Town of Franklin's proposed Public Works
Facility.
¦ A check for the review fee in the amount of $570
¦ Five copies of the fully executed PCN Application Form with supporting
documentation and plans.
¦ Five copies of NCEEP acceptance of "in lieu of payment
Please don't hesitate to contact me if you have any questions or require additional
information.
Sincerely,
McGILL SSOCIA , P.A.
/0,4v MICHAEL G. CLARK
Senior Engineering Technician
Enclosures
cc: Sam Greenwood, Town Manager, Town of Franklin
Jeff Bishop, PE, McGill Associates
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® 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
? 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 ® No For the record onl

? Yes y for Corps Permit:

® 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 ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Town of Franklin - PROPOSED PUBLIC WORKS FACILITY
2b. County: Macon
2c. Nearest municipality / town: Franklin
2d. Subdivision name: Not Applicable
2e. NCDOT only, T.I.P. or state
project no: Not Applicable

3. L=
Owner Information v Lis
3a. Name(s) on Recorded Deed: Macon County MAY 0 4 2009 L
3b. Deed Book and Page No. 1-18/page578
3c. Responsible Party (for LLC if
applicable): Not Applicable (5 apt_ Gt-"::1 awo WVLMDS AND STORMWATER BRANCH
3d. Street address: 188 West Main Street ow'%
3e. City, state, zip: Franklin, North Carolina 28734
3f. Telephone no.: 828-524-2516
3g. Fax no.: 828-524-4540
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Town of Franklin
4b. Name: Town of Franklin
4c. Business name
(if applicable):
4d. Street address: 188 West Main Street
4e. City, state, zip: Franklin, North Carolina 28734
4f. Telephone no.: 828-524-2516
4g. Fax no.: 828-524-4540
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Jeff Bishop, P.E.
5b. Business name
(if applicable): McGill Associates, P.A.
5c. Street address: 55 Broad Street
5d. City, state, zip: Asheville, North Carolina 28801
5e. Telephone no.: 828-252-0575
5f. Fax no.: 828-252-2518
5g. Email address: [e-mail]
Page 2 of 11
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 6595. 10-26-9430
Latitude: 35.199225 Longitude: - 83.382581
1 b. Site coordinates (in decimal degrees): (DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 196 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Unnamed Tributary to Little Tennessee River
proposed project:
2b. Water Quality Classification of nearest receiving water: C (Little Tennessee River)
2c. River basin: Little Tennessee
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:
Site is rural undeveloped woodland approximately 700 feet from existing Wastewater Treatment Plant.
3b. List the total estimated acreage of all existing wetlands on the property:
None
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
700 linear feet of intermittent drainage feature
3d. Explain the purpose of the proposed project:
The proposed project involves the construction of grading for of a proposed public works facility. The proposed grading
will allow the construction of a proposed public works facility and uprgrades to the WWTP in the future.
3e. Describe the overall project in detail, including the type of equipment to be used:
Access to the proposed Public Works Facility and WWTP upgrades will utilize an existing road which crosses over an
intermittent drainage feature;. The proposed improved crossing will extend the 24-inch CM pipe by approximately 25 feet
and add an additional 5 feet of fill to raise the road bed. Conventional machinery will be used to grade and construct the
elevated road bed. Also, the property is rather small for all proposed additions, so we are proposing to place fill where the
existing pipe under the road bed ends and extend it approximately 217 linear feet. This will allow the Town to maximize
space for its growing public works department.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ? Yes ? No ® Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): 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 ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
This project consists of grading only and will not include construction of the Public Works Facility.
Page 4 of 11
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts Not Applicable
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
? Yes ? Corps
W1 ? P ? T ? No ? DWQ
? Yes ? Corps
W2 ? P ? T ? No ? DWQ
? Yes ? Corps
W3 ? P ? T ? No ? DWQ
? Yes ? Corps
W4 ? P ? T ? No ? DWQ
? Yes ? Corps
W5 ? P ? T ? No ? DWQ
? Yes ? Corps
W6 ? P ? T ? No ? DWQ
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
Unnamed ? PER ® Corps
S1 ®P ? T Fill Area Tributary to Little
®INT
?DWQ 3 217
Tennessee River
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P M T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 1
3i. Comments: We are proposing to fill this area in order to minimize the cut slopes to achieve the maximum area for const.
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts Not Applicable
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction Not Applicable
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
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 DWQ) Not Applicable
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temporary T impact
131 ?P?T
B2 ?P?T
B3 ?P?T
6i. Comments:
? Neuse ? Tar-Pamlico ? Other:
? Catawba ? Randleman
6e. 6f. 6g.
Buffer Zone 1 impact Zone 2 impact
Stream name mitigation (square feet) (square feet)
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Page 6 of 11
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Current best practices used for work around streams and erosion control measures
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion and sediment control details designed to minimize direct and indirect drainage feature sedimentation. Sediment
controls, bank stabilization and vegetative restoration will prevent drainage feature sedimentation.
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 ® 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
® 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 Quantity 217
3c. Comments: Please see attached letter from EEP.
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: 217 linear feet
4c. If using stream mitigation, stream temperature: ? warm ® cool ?cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments:
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.
N/A
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
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 ? Yes ? No
buffer mitigation? N/A
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.
6c.
Reason for impact 6d.
Total impact
Multiplier 6e.
Required mitigation
Zone (square feet) (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:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan - N/A
1 a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? ? Yes ? No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.

Comments:
? Yes ? No
Page 8 of 11
C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 12% of disturbed area
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
If this project DOES NOT require a Stormwater Management Plan, explain why: All three Low Density Criteria have been
2c
.
The overall site plan contains less than 24% impervious surface area; all stormwater is transported primarily via
met
.
vegetated conveyances designed in accordance with the NCDENR BMP Manual, and no surface area within the project
has impervious surface greater than 24%.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
Who will be responsible for the review of the Stormwater Management Plan?
2e ? DWQ Stormwater Program
. ? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? MACON
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): NONE ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached? N/A
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): N/A ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes F-1 No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Page 9 of 11
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 ? 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 ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. 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 ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
d
d
? Yes ® No
ar
s,
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Stan
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® 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 ® 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.
No new sewer flows generated by this project. Sewer treatment by Town of Franklin Wastewater Treatment Plant
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement) Submitted to NCWRC for review
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
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?
USFWS website. See attachment- Project area will not impact Endangered Species and Designated Critical Habitats
6. Essential Fish Habitat (Corps Requirement) Submitted to NCWRC for review
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The project is outside of the coastal area.
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 ? 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?
We have been in contact with NCSHPO and are awaiting correspondence from them. We will forward onto the Corp
upon receipt.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Program maps
Sam Greenwood
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PROGRAM
April 29, 2009
Sam Greenwood
Town of Franklin
108 West Main St
Franklin, NC 28734
Project: Town of Franklin Public Works Facility
Expiration of Acceptance: January 29, 2010
County: Macon
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state, federal or local
government permits regulations or authorizations associated with the proposed activity including SL 2008-152: An Act to Promote
Compensatory Mitigation by Private Mitigation Banks.
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River Cu Stream (feet) Wetlands (acres) Buffer I Buffer it
Basin Location (Sq. Ft.) (Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Little 06010202 0 217 0 0 0 0 0 0
Tennessee
Credits Little 06010202 434 0 0 0 0 0 0 0
Tennessee
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone] or Kelly Williams at
[phone].
Sincerely,
r ?,K
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Lori Beckwith, USACE-Asheville
Jeffrey Bishop, agent
File
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
i' PUBLIC WORKS FACILITY
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A S S O C I A T E S
ENGINEERING -PLANNING•FINANCE • ` - '? f V.
55 BROAD STREET' ASHEVP LE, NC PK [phone] w ti • ` 4 t j ' w • ?I
PROPOSED PUBLIC WORKS FACILITY
TOWN OF FRANKLIN
MACON COUNTY, NORTH CAROLINA
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 1 OF 14
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
0mcGill
A S S O C I A T E S
ENGINEERING - PLANNING -FIN AN CE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
\ 1 y?? TOWN OF FRANKLIN WWTP
28
\ oQ i?/
PROPOSED ! ?.
ACCESS ROAD \ \ S?FRR \ ?.
CULVERT EXTENSION
PROPOSED
PUBLIC WORKS
v CONSTRUCTION SITE
28 441
BUS
ss
TOWN OF FRANKLIN

PROJECT LOCATION MAP
APPLICANT: PROJECT:
TOWN OF FRANKLIN PROPOSED PUBLIC WORKS FACILITY PROJECT
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
MAUDE DUNCAN
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: NTS DATE: JANUARY 2009 SHEET 2 OF 14
0mcGill
A S S O C I A T E S
ENGINEERING -PLANNING FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
201
5.42'

V? 'PROPOSED
36" CULVERT EXTENSION
•(APPROX 217 LF)
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: 1" = 50' DATE: JANUARY 2009 SHEET 3 OF 14

NORTHING: 556474.27
EASTING: 691305.11
ELEVA TION: 2044.97
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
0mcGill
A S S O C I A T E S
ENGINEERING - PLANNING -FIN AN CE
55 BROAD STREET ASHEVI LLE, NC PH. [phone]
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
REVISION DATE - JUNE 1, 2007
GENERAL- ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES. LAND
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WIN FOR ALL WORK.
1. - PRIOR TO BEGINNING WORK ON ME PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
'EROSION AND SEDIMENT CONTROL APPROVAL' FROM THE NORTH CARDUNA DEPARTMENT OF ENVRDNMENT AND
NATURAL RESOURCES DIVISION OF LAND DUALITY. OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE
MUST BE AVAILABLE ON-SITE DURING ALL GRADING AND CONSTIFLX 10N ACTIVITIES.
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY ME NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES DIVISION OF LAND RESOURCES, LAND DUALITY SECTION.
NOM ALI TTY 1 TAI AEON WITHIN 2 ' OF A RIVER OR STREAM BANK GALL BE INSTAL fG PFR SPILKIY
vM?IATTION ODRI^ KYCAYATION DETAIL SEEDING AND MLN CNING CHALL BE GOLRPLETFO DIARY IN AREAS NOTED
_ TD?AN PROTFCTON ARf4c -SILT MM IN THESE AREAS GAIL NOT B INSTAL Lin OS R THAN 5' MGM
S CREEK BANK A FIFID DITON PREVENT FFI LENT AR NCF ? L SILT N SH II RE INSPECIf % AND IAN D S N o o A R EACH RAIN.
3. - NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK N TROUT WATERS.)
4. - CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY ME 25' BUFFER FOR STREAMS WHERE SHOWN
ON TIE PUNS AND THE MARKERS ARE TO BE VISIBLE AT AIl TIMES DURING CONSTRUCTION.
5. - OBTAIN CFATFIGTE OF COMPUANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF ME NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION ON LAND RESOURCES LAND
QUALITY SECTION.
0. - CONSTRUCTION SHALL BE UNITED TO ZDDO' OF CONTIGUOUS ROAD CMRIDOR UNTIL ALL CUTS, FILLS AND DITCHES
ARE STABIUZED FOR THAT 2000' SECTION. UPON STABIUZATIDN OF THAT SECTION ANOTHER 20DW SECTION CAN BE
CONSTRUCTED AND STABIUZED.
7. - ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED 'NTH TIE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
R. - PRO EEO WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS
ME DISPOSAL STE HAS AN APPROVED EROSION CONTROL PUN.
B. - SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT
RDCK IMMEDIATELY UPON CDMPLETON OF SLOPE STABILIZATION.
10. - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
11. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED CRAPE ARE ESTABUSHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT TIE FOULD"NG RATES PER ACRE STRAW
MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
UME 4.000 05
FERTILIZER (10-10-10) 11000 L135
KY-31 FESCUE 1DD LOS
STRAW MULCH 60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE
GERMAN MILLET 400S
SMALL-STEMMED SUDAN CRASS 50 LBS
FOR WINTER SEEDING ADD TO ME ABDVE-.
RYE GRAIN 120 LOS
IF HYDROSEEDING. WOOD CELLULOSE MAY BE USED IN ADDITON TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACRE
ALL SEEDING SHALL BE MAINTAINED, WATERED EIC., UNTIL A PERMANENT VEGETATIVE GROUND COVER
IS ESTABUSKED OVER ALL DISTURBED AREAS
PURE UIE SEW S"TCHGRASS 4 LBS
WEEPING LOACRASS 2 LOS
BROWNTOP MILLET B LBS
GRAIN SORGHUM 2 LBS
ER SHALL HE COVERED BY EROSION CONTROL MATING,
NAIVE 9'EOIND?
ME CORRECT SEEDBED pH 15 5.5 TD 6.5.
APPLY ZERO NITROGEN AT PUNTING.
INCORPORATE SOIL AMENDMENTS INTO MPSOL/RDOT ZONE BEE= SEEDING
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NAIVE W. (EXCEPT ECAMAMASS) NEED TO BE 1/4' - 1/2'.
GREATER DEPTHS CAUSE ARCH SEED NORTAUIY.
SPEdAUZED SEEDING IMPLEMENTS ME REQUIRED. SEED MIXES AND RATES 70 MATCH SEEDER
USED. A NO-ILL, DROP SEEDER OR BROADCASTER WIN PRECISION METERING TO CONTROL SMALL
SEED FLOW AND PICKER WHEEL AGITATORS TO HANDLE RUFTY SEED ARE BEST SUITED FOR
NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM DR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES. PUNTS AND TREES
NATIVE PLANT MIX SHALL INCLUDE ME FOLLD"NG
GRASSES - BIC BLUESTEM, INDIAN CRASS, LITTLE BLUESTEM, SMTCHMASS 5 LOS/ACRE EACH
AUGUST THRU MAY - GREENRYE 25 LBS/ACRE EACH
MAY I THRU AUGUST - MILLET 25 LBS/ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SAM SERICEA), HAZEL ALDER
(ALMUS SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: ND TERIUZER SHALL BE USED MMIN 1tl OF TOP OF STREAM OR RIVER BANK
12. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABUSHED.
13. - REMOVE SOIL EROSION CONMGL MEASURES AND STABUZE THESE AREAS.
14. - REQUEST FINAL APPROVAL BY ME NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 4 OF 14
GENERAL CONSTRUCTION NOTES
REVISION DATE - JANUARY 2, 2007
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN ME SPECIFICATIONS THE ENGINEER
MAY MAKE GLADE CHANGES AS REWIRED M THE FIELD WITHOUT EFFECTING THE UNIT BID
PRICE FOR UNCLAsmnED EXCAVATIOK
2. UNLESS OMFRWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8' MAXIMUM
THICKNESS WITH WATER ADDED M SOIL CONDITIONED TD THE OPTIMUM MOISTURE CONTENT AS
DETERMNED BY NNE ENGINEER AND COMPACTED MM A SHEEP'S FOOT ROLLDI TO A COMPACTION
EQUAL TO OR GREATER THAN 65% GOON M ME TOP 2' OF THE SUB GRADE BELOW ROADWAYS
AND PARKING L01S)M OL ME DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL M
ACCORDANCE WITH E STANDARD PROCTOR METHOD OF MOISTURE-DENSITY RELATIONSHIP TEST,
ASTM DON OR AASHTO-RP UNLESS SPECIFIED N OTHER SPECIFICATIONS
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SMALL BE PLACED ON
ANY AREA NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PUN SMALL BE PERFORMED
PRIM TO GMADNS CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC, SHALL BE MAINTAINED IN WORKABLE CONDITION FOR ME LIFE OF THE PROJECT
AND SHALL BE REMOVED AT IRE COMPLETION OF THE PROJECT ONLY ON WE ENGINEER'S
APPROVAL MYMENT SHALL BE CONSNERED NCIDENTAL lp CLEARING AND GRUBBING IF DURING
WE UFE OF THE PROJECT. A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES 'GULUES' AND 'WASHED AREAS', THESE SHALL BE REPAIRED AT NO EXTRA COST, AND
ALL SILT WASHED OFF , ME PROJECT SITE ONTO ADJACENT PROPERLY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. ME CWTRACTDR SMALL ADHERE TD ANY
APPROVED ERO9ON CONTROL PUNS WHETHER INDICATED W ME CONSTRUCTION PUNS OR UNDER
SEPARATE COVES.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM ME SITE AND PRDPERLY
DISPOSED OF BY ME CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE
B. SOUR WASTES TO BE REMOVED. SUCH AS SIDEWALKS. CURBS PAVEMENT, ETC., MAY BE
PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON WE PUNS OR REMOVED FROM ME
SITE AS REWIRED BY THE SPECIFICATIONS THIS YATOKA. SHALL HAVE A MINIMUM COVER
OF 2'. ME CONTRACTOR SHALL MANTAIN SPEORED COMPACTION REQUIREMENTS IN THESE
AREAS WHEN DISPOSAL STES ARE NOT PROVIDED, TIE CONTRACTOR SHALL REMOVE MIS
WASTE FROM THE STE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE
C. ABANDONED UINUTIES SUCH AS CULVERTS WATER PIPE, HYDRANTS CASINGS PIPE
APPURTENANCES UTIUTY POLES ETC.. SHALL BE THE PROPERTY OF TIE SPECIFIC UTILITY
AGENCY, OR COMPANY HAVING .NNISDICTON. BEFORE THE CONTRACTOR CAR REMOVE,
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY.
HE MUST PRESENT TD ME OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING 15 AN ACCEPTABLE METHOD ON DISPOSING OF MLMABLE WASTES. WHEN
BURNING IS ANTCIRATED, THE CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMIS AND MEETING GOVERNING DDDES ME CONTRACTOR SHALL NOT"
THE ENGINEER OR HIS REPRESENTATIVE AS TD THE SPEOBIC LOCATION OF BURNING.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING MM M.L. DIRT.
ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN 'B' ABOVE
TIE CONTRACTOR SHALL NOT HOD UP WORK PROGRESS FOR THE PURPOSE OF WAITING
FOR A 'BURNING DAY.
B. IN ME EVENT EXCESSIVE GROUNDWATER M SPRINGS ARE ENCOUNTERED "THIN THE LIMITS OF
CNSTRUCTIOK ME CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAWS AND STONE AS
DRECIED BY ME ENGINEER. ALL WORK SHALL BE PAD BASED UPON UNIT WDS UNLESS
SE
SPECIFIED OTHER"
7. ME CONTRACTOR 15 RESPONSIBLE FOR WE COORDINATION OF ADJUSMENT OF ALL UTUTY SURFACE
ACCESSES WHETHER HE PERFORMS ME WORK DI A UTILITY COMPANY PERFORMS ME WORK
S ME CONTRACTOR SHALL CONTROL ALL "DUST' BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WWM ME PROJECT AREA AM FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH ME
SPECIFICATIONS
9. ALL AREAS WHERE WERE 5 EXPOSED DIRT 91ALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS ME FINISHED SURFACE SHALL BE TD GRADE AND SMOOTH
FREE OF ALL ROARS LARGER MAN 3'. EQUIPMENT TRACKS DIRT CLODS BUMPS RIDGES AND
GOUGES PRIOR TD SEEDING,, ME SURFACE SHALL BE LOOSENED TO A DEPTH OF 34'-6' TD ACCEPT
SEED. ME CONTRACTOR SHALL NOT PROCEED MM SEEDING GPERATONS WITHOUT FIRST OBTAINING
ME ENGINEER'S APPROVAL OF ME GRADED SURFACE ALL SEEDING DULL BE PERFORMED BY A
MECHANICAL 'HYDRO-SEEDER'. HAND SEEDING SMALL BE AUTHORIZED ON AN AREA BY AREA
APPROVAL BY ME ENGINEER
10. WERE SPECIFIED, STORM DRAM PIPE SMALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO AASHTO
M-36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS 16' PIPE SHALL BE 16
GAUGE, 24' AND 30' PIPE SHALL BE 14 GAUGE AND 36' PIPE AND OVER SHALL BE 12 GAUGE AS
SPECIFIED ON ME PLANS PIPE AND COUPUNG BANDS SHALL CONFORM 10 MOODY 1032-3 FOR PLAN
PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE
USED.
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
MANUFACTURED IN ACCORDANCE WITH ME WWIREMENT5 OF AASHIO M-36. ME PIPE SHALL BE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO ME REQUIREMENTS OF AAGTO
M-274. ALL PIPE SHALL BE FUR"SHED WITH REROLLED ENDS AND SHALL BE JOINED WITH NUDGER BANDS
ME USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24' DIAMETER SHALL BE 15 GAUDE
PIPE THROUGH 42' DIAMETER SMALL BE 14 GAUGE, PIPE THROUGH 54' DIAMETER SHALL BE 12 GAUGE
11. CONTRACTOR SHALL VERIFY ALL ELEVATDNS BEFORE INSTALLATION OF FACILITIES
12. CATCH BASINS CAST-IN-PLACE SHALL CONFORM TD THE REQUIREMENTS OF NCDOT STANDARD
SPECIFICATIONS FOR RDADS AND STRUCTURES (LATEST EDITION) ARTICLES MD-1 THROUGH
640-3. CURS INLET CATCH BASIN SHALL CONFORM TO NCWIt STANDARD DETNLS 640.02
MROU ON 54D.04. DROP INLETS WALL CONFORM TD STANDARD DETAIL BM XI4 JUNCTION BOXES
SHALL CONFORM TO STANDARD DETAIL 640.31.
13. CURB INLET FRAME, CRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EWAL DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A M DUAL. FIELD
INLET COVER SHALL CONFORM TO NCDT STANDARD DETAIL 54004, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET ME REQUIREMENTS OF APPROPRIATE SECTION OF NCOT
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CNCREIE SHALL BE
CUSS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION NCO,
CONSTRUCTED IN ACCORDANCE MM SECTION 825. MASONRY SMALL MEET ME REQUIREMENTS
OF SECTION IND. CONSTRUCTED M ACCORDANCE WITH SECTION B30 AND/OR 834.
15. TOPS OF PROPOSED FRAMES AND ORATES STALL BE RUSH WITH FINISHED GRADE.
15. TNDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTEKNATVE5 FOR PROPOSED CATCH BASKS
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
NPDES STORMWATER PHASE II
REQUIREMENTS FOR CONSTRUCTION SITES
REVISION DATE - JANUARY 2, 2007
FEDERAL NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL
CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF THE PLAN
ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED
A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. - PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM
PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS APPROPRIATELY.
3. - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE,
FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
4. - CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO
ADVERSE IMPACTS TO WATER QUALITY OCCUR.
5. - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN
SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST EPA-APPROVED 303(d)
LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5 INCH OF RAIN IN A 24-HOUR
PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAINFALL AMOUNTS AND DATES.
S. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED OILS,
OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE
EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA,
TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
7. - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED
LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO
THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST.
8. - MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM EFFICIENCY.
CONTACT THE ENGINEER FOR A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM.
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN WATER
ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO $27,000 PER DAY. UNDER STATE LAW, A DAILY
CIVIL PENALTY OF $10,000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF TERMS OF THE PERMIT.
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 5 OF 14
EmcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
w
??IY7LMiYf`_l. ir II1 n
1. AT A MINMUM, TE MPORARY SEDIMENT TRAPS SHALL BE INSPECTED
WEEKLY AND AFTER EACH RAINFALL EVENT GREATER THAN 1/2-INCH.
WHEN?THE DIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN MENSIONS
DEPTH OF THE TRAP.
& PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL
AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
DISPLACED RIP-RAP SHALL BE REPLACED IMMEDIATELY.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS
WITHIN LIMITS OF DISTURBED AREA TO ALL SEDIMENT TRAPS FOR
MAINTENANCE DURING CONSTRUCTION AND REMOVAL UPON PROJECT
COMPLETION.
1. SEE BAFFLE DETAIL FOR BAFFLE INSTALLATION PROCEDURE AND
1.oEE
SPACING.
DESIGN
2' TO 3.5'
GTHI
LEN
DRAINAGE WEIR
)
(
1 4.0
2 6.0
3 &0
4 10.0
5 120
1 DIMENSIONS SHOWN ARE MINIMUM
'v I
u
EMERGENCY BY-
PASS 6' BELOW
SETTLED TOP OF
DAM
-? 3' L
MIN.
WEIR VIEW
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 6 OF 14
MIN.
TEMPORARY SEDIMENT TRAP
REVISION DATE - JUNE 1, 2007
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
0MCGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
12' MIN. OF NCDOT IF5
OR #57 WASHED STONE,
OVERFILL D' FOR SETTLEMENT
SUPPORT POSTS.
24' INTO BOTTOM OR SIDE
SUPPORT ROPE OR WIRE- / r6• MA%. FOR STD. STRENGTH FABRIC
70 PREVENT SAGGING WITH WIRE MESH REINFORCEMENT
5TA%E 70
SUPPORT WIRE
TOP OF FABRIC
SHOULD BE 6'
HIGHER THAN
SPILLWAY INVERT.
TOP OF BAFFLES
SHOULD BE 2'
LOWER THAN TOP
OF THE BERMS.
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM DR SIDE
nallalk
1. NET ZONE (A) SHOULD HAVE 767E OF SURFACE AREAL FIRST CELL (B)
SHC ILD HAVE 25X CF SUWA E AREA, gC01C CELL (C) SAID
HAVE 209 OF BRFACE AREA AND 111E NIILET ZONE (D) SHCHLD
HAVE 1S OF SEWAGE ALFA
2. %P 1NEToRtROEm THAT TIE BOTTOM 15 LEVEL FRCIR TO BACK
AND 1ROE
7. s1EEL POS18 1701AD SE DRIVEN TO A DEPTH OF 24 MCHE16 SPACED
A MA7IRY W64 FEET APART.
4. DO NOT EPLICE FABRIC. UK ORE CCNINUCIS PRIDE ACMOSB BARN.
S VANE ? REP?AIRSA BIIEDI T? A OVEE ANT DE 0915 RAINFALL
REACHES HALF FkAJ_
6. REFERENCE NCDDB LAND CIAUTY SECTION OEM MAN IALI 6.65
BAFFLE S PACING
TRAP NO. TRAP DIM A B C D
A 40.20.4 14' IV IV 6•
B 4Ox2Dx3 14' To' 10' 6•
C 3D.15x3 10.5' 7.5' 7.5' 4.5'
D 30.150 10.5' 7.5' 7.5' 4.5'
E 30x15.4 10.5' 7.5' 7.5' 4.5'
F 4Ox2Dx3 14' 10' TV 6'
G 30x1 5x4 10.5' 7.5' 7.5' 4.5'
M 40.20x4 14' 10' TO' 6'
I JD.15.4 10.5' 7.5' 7.5' 4.5'
J 4Dr2Dx3 14' 10' 10' 6'
N 30X75%3 10.5' 7.5' 7.5' 4.5'
L 20%1D%1 -r S' 5' 3'
A
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 7 OF 14
NOTES
1. L. IS THE LERM OF THE RIPRAP APRON
2. d- 1.5 TIMES THE MAIIRIM ITIOME DIA EM BUT NOT
LESS THAN S'.
3. IN A WELL-DEFINED aNN11 EXFIRI TE APRON LP THE
CHANNEL BANKS 70 AN ELEVATION OF F ABOVE THE
MAXIMUM TA1LSATER DEPTH OR TO TIE TOP OF THE BANK
WHICHEVER IS LESS
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL F'OUNDATO L
6111 d
- - -IRS
SEemom B-B
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
MmcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
NOTE. SEE TRAP SCHEDULE
POROUS BAFFLES FOR BAFFLE SPACING
REVISION DATE - JUNE 1, 2007
6' HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD -
/
HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
2'-3' COARSE
(RAILROAD BAL
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WALL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR
FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
OR EXISTING PAVEMENT. THIS MAY REOUIRE PERIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REOUIRED,
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
`1Q
STABILIZED CONSTRUCTION ENTRANCE
/ '
??
19 1-
APPLICANT: PROJECT:
TOWN OF FRANKLIN PROPOSED PUBLIC WORKS FACILITY PROJECT
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734 ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 8 OF 14
MAUDE DUNCAN
MmcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FIN AN CE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
RESLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES
NORMAL STREAM LEVEL
ANCHOR FABRIC
INTO EARTH FILL I.
i
-1II
12" - 18" CLASS B RIPRAP--/
VARIES 6"-12"
FILTER FABRIC t 11-1' (MIRAFI 140N OR EQUAL) I-
-? I-I I-I-- EXTEND RIPRAP A MINIMUM
'' I-1 I I-III-
-? OF 12" BELOW STREAM BED
STREAM BANK PROTECTION
(NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
REVISION DATE - NOVEMBER 3, 2008
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 9 OF 14
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
2' MAX.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE (MIN. 14 GUAGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
POST (MIN.
G
0 VVTTI`I Q T
FORWARD ALONG
THE TRENCH
WIRE
POST
FILTER SECTION VIEW
FABRIC EXISTING
GROUND
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
=111_- UPSLOPE
8" (DISTURBED ARFJ+)
MIN.
24"
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
f2X 100 10,000
2 TO 5X 75 7,500
5 TO 1OX 50 5,000
10 TO 20X 25 2,500
>20X 15 1,500
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL
AND DAILY DURING PROLONGED
RAINFALL. REPAIR SHALL BE MADE AS
NECESSARY.
2. FABRIC SHALL BE REPLACED
PROMPTLY IF FOUND TO BE IN
DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE
REMOVED AFTER EACH STORM EVENT
AND WHEN DEPOSITS REACH
APPROXIMATELY 1/3 HEIGHT OF
BARRIER.
4. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL: 6.62
SEDIMENTATION/SILT FENCE --?-
REVISION DATE - JUNE 1, 2007
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 10 OF 14
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
MmcGifl
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
cTr)PM nRAINAC;F STRUCTURE SCHEDULE
DRAINAGE
STRUCTURE
TYPE STRUCTURE
DIMENSIONS TOP
ELEVATION INV. ELEV.
(IN)
1 FES --- 2027.0 2027.0
2 DI 3x3 2033.7 2018.1
3 FES --- 2015.1 2015.1
4 DI 3x3 2033.5 2030.5
5 FES --- 2020.0 2020.5
6 DI 3x3 2049.5 2046.5
7 FES --- 2015.0 2015.0
8 DI 3x3 2050.7 2047.7
9 DI 3x3 2051.4 2046.4
10 DI 3x3 2051.2 2045.2
11 DI 3x3 2050.0 2044.29
12 FES --- 2011.0 2011.0
13 FES --- 2046.5 2046.5
14 FES --- 2043.5 2043.5
STORM DRAINAGE PIPE SCHEDULE
PIPE MATERIAL LENGTH SIZE SLOPE
1-2 BCCMP+ 43 LF 15" 20.7%
2-3 BCCMP+ 217 LF 36" 1.4%
4-5 BCCMP+ 30 LF 15" 33.3%
6-7 BCCMP+ 92 LF 15 34.2%
8-9 BCCMP+ 130 LF 15" 1.0%
9-10 BCCMP+ 120 LF 15" 1.0%
10-11 BCCMP+ 91 LF 15" 1.0%
11-12 BCCMP+ 62 LF 15" 53.0%
13-14 BCCMP+ 17 LF 15" 17.6%
1. * DETENTION PIPE W/WATERTIGHT JOINTS PER
MANUFACTURER'S INSTRUCTIONS.
2. + FULLY BITUMINOUS COATED WITH ASPHALT
PAVED INVERT.
STORM DRAINAGE STRUCTURE NOTES:
1. SEDIMENT PROTECTION REQUIRED AROUND EACH STRUCTURE
IMMEDIATELY AFTER INSTALLA11ON OF STRUCTURE.
2. FOR PROJECTS IN CITY OF ASHEVILLE REFER TO CITY OF ASHEVILLE
STORM DRAINAGE DETAILS 8.03 AND 8.05 FOR ALL STRUCTURES.
TOP
0
TOP
TOP
CI TOP TOP
9 JB
INV.
DI YI FI FES INV. PLAIN
END
STRUCTURE & PIPE SCHEDULES
REVISION DATE - NOVEMBER 3, 2008
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N A DATE: JANUARY 2009 SHEET 11 OF 14
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
OmcGi4l
A S S O C I A T E S
ENGINEERING -PLANNING •FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
CLASS B RIPRAP
I-?-
12" NCDOT No. 5, OR 12"
No. 57 WASHED STONE
24" MAX.
FLT AT CENTER
cp
FILTER FABRIC
SECTION A-A
FILTER
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
- DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
- KEEP THE MAXIMUM HEIGHT OF 2 FT AT THE CENTER OF THE CHECK DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE
OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
- KEY THE STONE INTO THE DITCH BANKS AND EXTEND BEYOND THE ABUTMENTS
1.5 FEET MINIMUM TO AVOID WASHOUTS FROM OVERFLOW AROUND DAM.
- STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY
CHECK DAMS.
NOTES:
1. INSPECT CHECK DAMS AND CHANNELS WEEKLY AND AFTER EACH RAINFALL
OF 1/2" OR GREATER AND REPAIR IMMEDIATELY.
2. CLEAN OUT SEDIMENT AND DEBRIS.
3. ADD STONES TO DAM IF NEEDED TO MAINTAIN DESIGN HEIGHT AND WIDTH.
4. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.83
RIPRAP CHECK DAM
REVISION DATE - JANUARY 2, 2007
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
PROPOSED CONSTRUCTION:
MAUDE DUNCAN
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 12 OF 14
MmcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
FACE VIEW
RIPRAP CHECK DAM
DITCH
DITCH
SILT FENCE
PROPOSED
WATER OR SEWER LINE
I I
I ? I
l
J
I ? I
I
I I
D11-
EXISTING CULVERT PROTECTION
REVISION DATE -JANUARY 2, 2007
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 13 OF 14
0mcGifl
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
ALL MATTING PRODUCTS MAY BE SUBSTITUED WITH APPROVED EQUAL INSTALL PER MANUFACTURERS RECOMMENDATION
GROUND
9
v
v//\??//\\/\\ x 1 1 x \\\r\\?? ?>?? j
DESIGN THICKNESS INSTALL RIPRAP OR EROSION CONTROL FABRIC IN
X" DITCHES LISTED IN SCHEDULE ABOVE RIPRAP THICKNESS
\\\\j?? jv\\OR FABRIC TYPE PER DITCH SCHEDULE
FOR RIPRAP DITCHES:
PERMANENT SYNTHETIC LINING
OVERLAP EDGES 12' MIN. WITH
ANCHOR PINS EVERY 3' ALONG
OVERLAP. BURY ENDS 12' MIN.
DITCH SLOPE(X) b d X PROPOSED DITCH LINING
1 1.1 3 3 3 GRASS W /SYNTHETIC MATTING
2 1.0 2 2 2 GRASS W SYNTHETIC MATTING
DITCH SLOPE(X) b d X PROPOSED DITCH LINING
1 9.3 2 2 2 d50=6 (CLASS A RIPRAP)
2 4.9 2 2 2 GRASS W /SYNTHETIC MATTING
3 12.2 2 2 2 GRASS W /SYNTHETIC MATTING
4 27.3 2 2 2 GRASS W/SYNTHETIC MATTING
5 1.7 2 2 2 GRASS W /SYNTHETIC MATTING
6 1.7 1 1 1 GRASS W /SYNTHETIC MATTING
7 1,8 1 2 GRASS W/SYNTHETIC MATTING
8 1.7 1 2 GRASS W /SYNTHETIC MATTING
9 1.6 1 2 2 GRASS W /SYNTHETIC MATTING
10 1.3 1 2 2 GRASS W/SYNTHETIC MATTING
11 1.4 1 2 2 GRASS W/SYNTHETIC MATTING
12 1.4 1 2 2 GRASS W/SYNTHETIC MATTING
APPLICANT:
TOWN OF FRANKLIN
188 WEST MAIN STREET
FRANKLIN, NORTH CAROLINA 28734
PROPOSED CONSTRUCTION:
GRADE THE PROPOSED SITE FOR PUBLIC WORKS FACILTIY.
LOCATION:
NEAR SIERRA LANE (PRIVATE ROAD) APPROXIMATELY 1,400
FEET FROM INTERSECTION WITH LAKESIDE DRIVE (SR 1324)
COUNTY: STATE:
MACON NORTH CAROLINA
SCALE: N/A DATE: JANUARY 2009 SHEET 14 OF 14
PROJECT:
PROPOSED PUBLIC WORKS FACILITY PROJECT
ADJACENT PROPERTY OWNERS:
MAUDE DUNCAN
0mcGill
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
Endangered Species, Threatened Species,Federal Species of
Concern, and Candidate Species,
Macon County, North Carolina
Updated: 01-31-2008
Critical Habitat Designations:
Spotfm chub (=turqoise shiner) - Erinnonax monachus - Little Tennessee River, main channel
from the backwaters of Fontana Lake upstream to the North Carolina-Georgia state line.
Federal Register Reference: September 22, 1977, Federal Register, 42:47840-47845.
Appalachian elktoe - Alasmidonta raveneliana - The main stem of the Little Tennessee River
(Tennessee River system), from the Lake Emory Dam at Franklin, Macon County, North
Carolina, downstream to the backwaters of Fontana Reservoir in Swain County, North Carolina.
The main stem of the Little Tennessee River (Tennessee River system), from the Lake Emory
Darn at Franklin, Macon County, North Carolina, downstream to the backwaters of Fontana
Reservoir in Swain County, North Carolina. Within these areas, the primary constituent elements
include: (i) Pennanent, flowing, cool, clean water; (ii)Geomorphically stable stream channels
and banks; (iii)Pool, riffle, and run sequences within the channel; (iv)Stable sand, gravel, cobble,
boulder, and bedrock substrates with no more than low amounts of fine sediment; (v)Moderate to
high stream gradient; (vi)Periodic natural flooding; and (vii)Fish hosts, with adequate living,
foraging, and spawning areas for them.
Federal Register Reference: September 27, 2002, Federal Register, 67:61016-61040.
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Appalachian Bewick's wren Tliryonianes bewickii altus FSC Historic
Appalachian cottontail Sylvilagus obscurus FSC Current
Bachman's sparrow Aimophila aestivalis FSC Historic
Bog turtle Clemmys muhlenbergii T (S/A) Current
Cerulean warbler Dendroica cerulea FSC Current
Eastern small-footed bat Myotis leibii FSC Current
Green salamander Aneides aeneus FSC Current
Hellbender Cryptobranchus alleganiensis FSC Current
Indiana bat Myotis sodalis E Probable/potential
Northern saw-whet owl Aegolius acadicus pop. 1 FSC Current
(Southern Appalachian
population)
Olive darter Percina squamata FSC Current
Olive-sided flycatcher Contopus cooperi FSC Historic
Pygmy salamander Desmognathus wrighti FSC Current
Rafinesque's big-eared bat Corynorhinus raf nesquii FSC Current
Red crossbill (Southern Loxia curvh-OStra FSC Probable/potential
Appalachian)
Seepage salamander Desmognathus aeneus FSC Current
Sicklefin redhorse Moxostoma sp. 1 C Current
Smoky dace Clinostomus fundulo ides ssp. FSC Current
Southern Appalachian eastern Neotonia floridana FSC Current
woodrat haematoreia
Southern rock vole Microtus chrotorrhinus FSC Current
carolinensis
Southern water shrew Sorex palustris punctulatus FSC Current
Spotfin chub (=turqoise Erimonax monachus T Current
shiner)
Yellow-bellied sapsucker Spliyrapicus varius FSC Current
(Southern Appalachian appalachiensis
population)
wounded darter Etheostoma vulneratuni FSC Current
Invertebrate:
Appalachian elktoe Alasmidonta raveneliana E Current
Brook floater Alasmidonta varicosa FSC Current
Diana fritillary (butterfly) Speyeria diana FSC Current
Little Tennessee mussel Lexingtonia sp. cf FSC Current
dolabelloides
Little-wing pearlymussel Pegias fabula E Current
Lost Nantahala Cave spider Nesticus cooperi FSC Current
Margarita River skimmer
Southern Tawny Crescent
butterfly
Vascular Plant:
Blue Ridge Ragwort
Butternut
Cuthbert turtlehead
Darlington's spurge
Dwarf aster
Dwarf polypody fern
Fraser's loosestrife
Gorge filmy fern
Granite dome goldenrod
Gray's saxifrage
Mountain catchfly
Piratebush
Small whorled pog_onia
Sweet pinesap
Torrey's Mountain-mint
Virginia spiraea
Nonvascular Plant:
Anderson's Melon-moss
a liverwort
a liverwort
a liverwort
a liverwort
a liverwort
Lichen:
Rock gnome lichen
Macromia margarita FSC
Phyciodes batesii nzaconensis FSC
Packera millefolium
Juglans cinerea
Chelone cuthbertii
Euphorbia purpurea
Euiybia mirabilis
Grammitis nimbata
Lysimachia ftaseri
Hynenophyllum tayloriae
Solidago simulans
Sa.xifraga caroliniana
Silene ovata
Buckleya distichophylla
Isotria medeoloides
Monotropsis odorata
Pycnanthemuni torrei
Spiraea virginiana
Brachynienium andersonii
Plagiochila sharpii
Porella wataugensis
Cephaloziella obtusilobula
Plagiochila sullivantii var.
sullivantii
Plagiochila virginica var.
caroliniana
Gymnoderma lineage
FSC
FSC
FSC
FSC
FSC
FSC
FSC
FSC
FSC
FSC
FSC
FSC
T
FSC
FSC
T
FSC
FSC
FSC
FSC
FSC
Obscure
Current
Current
Current
Historic
Current
Historic
Current
Current
Current
Current
Current
Current
Current
Current
Obscure
Historic
Current
Historic
Current
Current
Historic
Historic
FSC Historic
E Current
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its
range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout
all or a significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient
information to support listing. (Fonnerly "C 1 " candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC = federal species of concern. A species under consideration for listing, for which there is
insufficient information to support listing at this time. These species may or may not be listed in
the future, and many of these species were formerly recognized as "C2" candidate species.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity
of appearance with another listed species and is listed for its protection. Taxa listed as T(S/A) are
not biologically endangered or threatened and are not subject to Section 7 consultation. See
below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential).
Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as
threatened species on public land, for consultation purposes, and as species proposed for listing
on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as
"PE" or "PT", respectively.
Bald and Golden Eagle Protection Act (BGPA):
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered,
and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This
delisting took effect August 8,2007. After delisting, the Bald and Golden Eagle Protection Act
(Eagle Act) (16 U.S.C. 668-668d) becomes the primary law protecting bald eagles. The Eagle
Act prohibits take of bald and golden eagles and provides a statutory definition of "take" that
includes "disturb". The USFWS has developed National Bald Eagle Management Guidelines to
provide guidance to land managers, landowners, and others as to how to avoid disturbing bald
eagles. For mor information, visit http•//www fNvs.gov/mi rg •atonybirds/baldea lg e.htm
Threatened due to similarity of appearance (T (S/A)):
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog
turtle (from New York south to Maryland) was listed as T (threatened), and the southern
population (from Virginia south to Georgia) was listed as T(S/A) (threatened due to similarity of
appearance). The T(S/A) designation bans the collection and interstate and international
commercial trade of bog turtles from the southern population. The T(S/A) designation has no
effect on land management activities by private landowners in North Carolina, part of the
southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and
Wildlife Service considers the southern population of the bog turtle as a Federal species of
concern due to habitat loss.
Defmitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the
proximity of known records (in adjacent counties), the presence of potentially suitable habitat, or
both.