20170842 Ver 1_401 Application_20170707

0 0� NVWNq lf�9 Office Use Only:
To Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
2
1 a.
Type(s) of approval sought from the
Corps:
X Section 404 Permit El Section 10 Permit
I
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?
El Yes
X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
X 401 Water Quality Certification — Regular F] Non -404 Jurisdictional General Permit
n 401 Water Quality Certification — Express n 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:
El Yes X No
For the record only for Corps Permit:
El Yes X No
1 f.
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.
El Yes
X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
El Yes
X No
Th.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
El Yes
X No
2.
Project Information
2a.
Name of project:
Fleetwood Fire and Rescue Facility
2b.
County:
Ashe
2c.
2d.
Nearest municipality / town:
Subdivision name:
Fleetwood nn
N/A I Rf L4
nn I
2e.
NCDOT only, T.I.P. or state
project no:
N/A JUL �uu
U/ 7
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Fleetwood Volunteer Fire and Rescue
ELSAMz-op p,
3b.
Deed Book and Page No.
477 11317 & 163 / 1786 LAQW
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
Fleetwood) PO Box 280,
3e.
City, state, zip:
Fleetwood, NC 28626,
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

im
4.
Applicant Information (if different from owner)
4a.
Applicant is:
[I Agent El Other, specify:
4b.
Name:
Derek Goddard
4c.
Business name
(if applicable):
BREC, PA
4d.
Street address:
126 Executive Drive
4e.
City, state, zip:
Wilkesboro, NC 28697
4f.
Telephone no.:
336-844-4088
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
5b.
Business name
(if applicable):
5c.
Street address:
5d. City, state, zip:
5e. Telephone no.:
5f.
Fax no.:
5g.
Email address:
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
PID = 15235 082 & 15235 083
1 b. Site coordinates (in decimal degrees):
Latitude: 36.309390 Longitude: - 81.509640
(DD.DDDDDD) (-DD.DDDDDD)
I c. Property size:
6.376 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Old Field Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; Tr, ORW
2c. River basin:
New 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:
Site is an old school facility surrounded by residential with a small unnamed tributary running across the site
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:
275 ft
3d. Explain the purpose of the proposed project:
The Fleetwood fir department is building a new multi modal rescue facility in order to better serve the community and provide
access to life saving services. The site will develop adequate Parking, Allow Fire Access lanes to the building, a training
area, allow appropriate turning radius for the fire trucks, and provide a heli pad for air care transportation and evacuation.
3e. Describe the overall project in detail, including the type of equipment to be used:
All work will be conducted in the dry and from the banks. See Plans. A Pump around will be used. Track excavators and
dozers will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
Yes X No El 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): Unknown
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Unknown
5. Project History
5a. Have permits or certifications been requested or obtained for
Yes X No El 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 X No
6b. If yes, explain.
Page4 of 11

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 El 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.
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)
W1 []PnT
El Yes
El Corps
El No
El DWQ
W2 E]PnT
El Yes
[I No
El Corps
DWQ
W3 P T
El Yes
Corps
[_1 No
E] DWQ
W4 E] P T
El Yes
[I Corps
[I No
El DWQ
W5 E] P Fj T
El Yes
El Corps
El No
[] DWQ
W6 [] P F� T
0 Yes
El Corps
No
El 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)
S1 X PMT
Culvert
UT to Old Fields
Creek
X PER
El INT
X Corps
X DWQ
1
140
S2 PXT
Pump Around
UT to Old Fields
Creek
X PER
INT
X Corps
X DWQ
1
10
S3 OPMT
PER
Corps
INT
DWQ
S4 EJ P T
PER
Corps
[1 INT
El DWQ
S5 P T
[:1 PER
Corps
F1 INT
DWQ
S6 P T
El PER
E:1 Corps
[-I INT
El DWQ
3h. Total stream and tributary impacts
15
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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.
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)
oi El P [:IT
02 EIP [I T
03 E] P T
04 [] P T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, th complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
ofpond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
Pi
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
El 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)
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.
[--] Neuse F1 Tar -Pamlico Other:
Project is in which protected basin?
EI Catawba El Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
required?
Bi El P [-IT
0 Yes
El No
B2 [-] P [-I T
0 Yes
F1 No
B3 F-1 P F-1 T
El Yes
1-1 No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a.
The pipe is necessary to allow access to the southeastern portion of the property that is located across the draw from the
main building.
The pipe will allow the construction of the helipad along with the access drive.
The pipe is also necessary to allow the larger paved areas for the large turning radii of the fire trucks that will enter the
property and need to circle the building and enter from the rear. (See Map for Turns Template)
A retaining head wall has been designed to reduce the proposed impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work will be in the dry and from the top of the bank. Erosion Control and Stormwater techniques for sensitive
watershed will be implemented.
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?
El 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?
E] Mitigation bank
El Payment to in -lieu fee program
El Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
0 Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
El warm El cool Elcold
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:
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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?
El 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 8 of 11

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
El 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.
El Yes El No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project? .77
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:
[-I Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
E] DWQ Stormwater Program
X DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
F-1 Phase 11
El NSW
3b.
Which of the following local ly-implemented stormwater management programs
El USMP
apply (check all that apply):
El Water Supply Watershed
F Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes El No
attached?
4.
DWQ Stormwater Program Review
F� Coastal counties
R HQW
4a,
Which of the following state -implemented stormwater management programs apply
Q ORW
(check all that apply):
[I Session Law 2006-246
F-1 Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
El Yes El No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
El Yes F� No
5b.
Have all of the 401 Unit submittal requirements been met?
X Yes F� No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
F1 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
El Yes 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
El Yes 0 No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (11 5A NCAC 2H .0500), Isolated
Wetland Rules (1 5A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
El Yes No
or Riparian Buffer Rules (1 5A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El 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
0 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 (DWO 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.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
El Yes Z No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
El Yes Z No
impacts?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
F1 Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://www.ncnhp.org - http://www.saw.usace.army.miI/WETLAND/esa - http://www.fws.gov/nc-es/es/es.htmI
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
El Yes Z No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ocean.floridamarine.org/efh_coral/ims/viewer.htm
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
El Yes Z 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?
http-.//ww�v.hpo.ncdcr.gov
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 1 00 -year floodplain?
El Yes Z No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com
Derek Goddard
06/28/2017
Applicant/Agent's Signature
Applicant/Agent's Printed Name
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11

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LICENSE: C-3448
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NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT: httpV/portal.ncdenr.org/edocumenLlibrarylget_file?uuid=dl5e7ft8-cb5D443f-9dcf-0149bDO1337ac&gmupid=38364
SECTION II.B. - STORM WATER POLLUTION PREVENTION REQUIREMENTS IN THE NC CONSTRUCTION GENERAL PERMIT
IN ADDITION TO THE STORMWATER POLLUTION PREVENTION CONTROLS FOUND IN THE E&SC PLAN, THIS CONSTRUCTION GENERAL PERMIT CONTAINS
ADDITIONAL CONDITIONS THAT MUST BE MET IN ORDER TO COMPLY WITH THE NPDES PROGRAM REQUIREMENTS. THEY ARE AS FOLLOWS:
I . CONSTRUCTION SITE POLLUTANTS
PERM17TEE MUST MANAGE ACTIVITIES ON THE SITE SUCH THAT WATER QUALITY STANDARDS ARE NOT VIOLATED FROM SITE ACTIVITIES OR ALLOWED
DISCHARGES. IN ADDITION TO STREAM POLLUTION FROM SEDIMENT DISCHARGE, OTHER ACTIVITIES ON CONSTRUCTION AND DEVELOPMENT SITES CAN
RESULT IN POLLUTANTS REACHING THE STATES WATERS. EPA HAS PREPARED GUIDANCE DOCUMENTS THAT PROVIDE BEST MANAGEMENT PRACTICES
THAT ADDRESS MANY ACTIVITIES.
SEE H7rPJ/CILLUB.EPA.GOV/NPDESIS70NNWATERtMENUOFIMMS/INDEX.CFM?ACTJOO=WLL LIDEASURE&MIN MEASURE ID=4
THE FOLLOWING ACTIVITIES, AND OTHERS ON A SITE-SPECIFIC BASIS, REQUIRE OVERSIGHT THROUGHOUT THE CONSTRUCTION AND DEVELOPMENT
PROCESS TO ASSURE THAT ALL WATER QUALITY STANDARDS ARE PROTECTED:
a. EQUIPMENT OPERATION AND MAINTENANCE - EQUIPMENT UTILIZED DURING THE CONSTRUCTION ACTIVITY ON A SITE MUST BE OPERATED AND
MAINTAINED IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE SURFACE OR GROUND WATERS OFTHE STATE.
FUELS, LUBRICANTS, COOLANTS, AND HYDRAULIC FLUIDS, OR ANY OTHER PETROLEUM PRODUCTS, SHALL NOT BE DISCHARGED ONTO THE
GROUND OR INTO SURFACE WATERS. SPENT FLUIDS SHALL BE CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO ENTER THE
WATERS. SURFACE OR GROUND, OFTHE STATE AND IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS.
b. MATERIAL HANDLING - HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE CONSTRUCTION ACTIVITY SHALL BE CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE, AND RODEN-11CIDE ACTAND SHALL BE IN ACCORDANCE WITH LABEL RESTRICTIONS.
C. BUILDING MATERIAL WASTE HANDLING
1) ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES,
CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NORTH CAROLINA
ADMINISTRATIVE CODE SECTION 15A NCAC 13B).
11) LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE,
AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
111) DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS PROHIBITED.
IV) LITTER AND SANITARY WASTE - THE PERMITTEE SHALL CONTROL THE MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE
FROM THE SITE.
d. LOCATION OF STOCK PILES - LOCATE EARTHEN -MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLYAVAILABLE.
e. HANDLING OF CONCRETE
1) CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS OR BUFFERS. NO CONCRETE OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE. (NOTE THAT DISCHARGES
FROM ONSITE CONCRETE PLANTS REQUIRE COVERAGE UNDER A SEPARATE NPOES PERMIT - NOG 140000.)
11) ANY HARDENED CONCRETE RESIDUE WILL BE DISPOSED OF, OR RECYCLED ON SITE, IN ACCORDANCE WITH LOCAL AND STATE SOLID
WASTE REGULATIONS.
2. GROUND STABILIZATION
a. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
1) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND AU SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3: 1) SHALL
BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
11) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
b. CONDITIONS - IN MEE-TING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
1) EXTENSIONS bF TIME MAY BE APPROVED BY THE PERMITTING AbTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE.
11) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN
4:1 SLOPES LESS THAN 50'SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3: 1, THE 7
DAY -REQUIREMENT APPLIES.
111) ANY SLOPED AREA FLATTER THAN 4: 1 SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT.
IV) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 -DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
STEEPER THAN 2: 1.
V) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION, MAY BE
ALLOWED ON A CASE-BY-CASE BASIS.
VI) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED 'HIGH QUALITY WATER ZONE' (15A NCAC 04A. 0105).
STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
VI 1) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO DISCHARGE
DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC
PLAN OR ADDED BY THE PERMITTING AUTHORITY.
3. SELF INSPECTION AND REPORTING REQUIREMENTS
MINIMUM SELF INSPECTION -AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS OTHERWISE APPROVED IN WRITING BY THE DIVISION OF
WATERQUALITY.
a. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN MONITORING DEVICE HAS BEEN
APPROVED BY THE DIVISION OF WATER QUALITY.
b. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO DIVISION OF
WATER QUALITY OR AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR HOLIDAY
PERIODS, AND NO INDIVIDUAL -DAY RAINFALL INFORMATION IS AVAILABLE, THE CUMULATIVE RAIN MEASUREMENT FOR THOSE UN -ATTENDED
DAYS WILL DETERMINE IF A SITE INSPECTION IS NEEDED. (NOTE: IF NO RAINFALL OCCURRED, THE PERMITTEE MUST RECORD"ZERO").
C. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTE�;L TO ENSURE THAT THEY ARE OPERATING CORRECTLY. INSPECTION
RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION OF MEASURES MUST
OCCUR AT THE FREQUENCY INDICATED BELOW:
0 ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMI77EE AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS, AND
11) ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE WITHIN 24
HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
d. ONCE LAND DISTURBANCE HAS BEGUN ON THE SITF, STORM WATER RUNOFF DISCHARGE OUTFAILLS SHALL BE INSPECTED BY OBSERVATION
FOR EROSION, SEDIMENTATION AND OTHER STORM WATER DISCHARGE CHARACTERISTICS SUCH AS CLARITY, FLOATING SOLIDS, AND OIL
SHEENS. INSPECTIONS OF THE OLITTAILLS SHALL BE MADE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY
STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
e. INSPECTIONS ARE ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS. WHEN ADVERSE WEATHER CONDITIONS WOULD CAUSE
THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION CAN BE DELAYED UNTIL IT IS DEEMED SAFE TO PERFORM
THESE DUTIES. (TIMES WHEN INSPECTIONS WERE DELAYED BECAUSE OF SAFETY ISSUES SHOULD BE NOTED IN THE INSPECTION RECORD.) IF
THE INSPECTION CANNOT BE DONE ON THAT DAY, IT MUST BE COMPLETED ON THE FOLLOWING BUSINESS DAY.
I. TWENTY-FOUR HOUR REPOLIING FOR VISIBLE SEDIMENT DEPOSITION
1) THE PERMITTEE SHALL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL OFFICE OR THE APPROPRIATE REGIONAL OFFICE ANY
VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY ENDANGER HEALTH OR THE
ENVIRONMENT, (SEE SECTION VIII OF THIS PERMIT FOR CONTACT INFORMATION.) ANY INFORMATION SHALL BE PROVIDED ORALLY OR
ELECTRONICALLY WITHIN 24 HOURS FROM THETIME THE PERMITTEE BECAME AWARE OF THE CIRCUMSTANCES.
2015 BY BREC. P.A., ALL RIGHTS RESERVED THIS PLAN uAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR
11) A WRITTEN SUBMISSION SHALL BE PROVIDED TO THE APPROPRIATE REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY WITHIN 5
DAYS OF THE TIME THE PERMITTEE BECOMES AWARE OF THE CIRCUMSTANCES. THE WRITTEN SUBMISSION SHALL CONTAIN A DESCRIPTION
OF THE SEDIMENT DEPOSITION AND ACTIONS TAKEN TOADDRESS THE CAUSE OF THE DEPOSITION. THE DIVISION OF WATER QUALITY STAFF
MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS.
g. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE SITE AND AVAILABLE FOR AGENCY INSPECTORS AT
ALL TIMES DURING NORMAL WORKING HOURS, UNLESS THE DIVISION OF WATER QUALATY PROVIDES A SITE-SPECIAC EXEMPTION BASED ON
UNIQUE SITE CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL. OLDER RECORDS MUST BE MAINTAINED FOR A PERIOD OF THREE
YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST THE RECORDS MUST PROVIDE THE DETAILS OF EACH INSPECTION
INCLUDING OBSERVATIONS, AND ACTIONS TAKEN IN ACCORDANCE WITH THIS PERMIT. THE PERM17EE SHALL RECORD THE REQUIRED
RAINFALL AND MONITORING OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM
THAT IS INCLUSIVE OF ALL OF THE ELEMENTS CONTAINED IN THE DIVISION'S FORM. USE OF ELECTRONICALLY -AVAILABLE RECORDS, IN LIEU OF
THE REQUIRED PAPER COPIES FOR INSPECTION WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND LMLITY AS THE HARD -COPY
RECORDS.
h. INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
1) CONTROL MEASURE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE MEASURES INSPECTED,
2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) INDICATION OF WHETHER THE MEASURES
WERE OPERATING PROPERLY, 5) DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE, 6) CORRECTIVE ACTIONS TAKEN (7) DATE OF
ACTIONS TAKEN, AS WELL AS THE DATE AND AMOUNTS OF RAINFALL RECEIVED.
11) STORM WATER DISCHARGE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE DISCHARGE
OUTFALL INSPECTED, 2) DATE AND TIME OF THE INSPECTION, 3) NAME OF THE PERSON PERFORMING THE INSPECTION, 4) EVIDENCE OF
INDICATORS OF STORM WATER POLLUTION SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION, 5) INDICATION OF
VISIBLE SEDIMENT LEAVING THE SITE, 6) ACTIONS TAKEN TO CORRECT/PREVENT SEDIMENTATION AND 7) DATE OF ACTIONS TAKEN.
111) VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE LIMITS: INSPECTION RECORDS MUST INCLUDE: 1) AN EXPLANATION AS TO THE
ACTIONS TAKEN TO CONTROL FUTURE RELEASES, 2) ACTIONS TAKEN TO CLEAN UP OR STA81LIZE THE SEDIMENT THAT RAS LEFT THE SITE
LIMITS AND 3) THE DATE OF ACTIONS TAKEN.
M VISIBLE SEDIMENTATION FOUND IN STREAMS OR WETLANDS: ALL INSPECTIONS SHOULD INCLUDE EVALUATION OF STREAMS OR
WETLANDS ONSITE OR OFFSITE (WHERE ACCESSIBLE) TO DETERMINE IF VISIBLE SEDIMENTATION HAS OCCURRED.
V) VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN AN INCREASE IN VISIBLE STREAM TURBIDITY, INSPECTION
RECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTIONS. SITES DISCHARGING TO STREAMS
NAMED ON THE STATE$ 303(0) LIST AS IMPAIRED FOR SEDIMENT -RELATED CAUSES MAY BE REQUIRED TO PERFORM ADDITIONAL
MONITORING, INSPECTIONS OR APPLICATION OF MORE -STRINGENT MANAGEMENT PRACTICES IF IT IS DETERMINED THAT THE ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS. IF A DISCHARGE
COVERED BY THIS PERMIT ENTERS A STREAM SEGMENT THAT IS LISTED ON THE IMPAIRED STREAM LIST FOR SEDIMENT -RELATED CAUSES,
AND A TOTAL MAXIMUM DAILY LOAD (TMDL) HAS BEEN PREPARED FOR THOSE POLLUTANTS, THE PERMITTEE MUST IMPLEMENT MEASURES
TO ENSURE THAT THE DISCHARGE OF POLLUTANTS FROM THE SITE IS CONSISTENT WITH THE ASSUMPTIONS AND MEETS THE
REQUIREMENTS OF THE APPROVED TMDL. THE DIVISION OF WATER QUALITY 303(0) LIST CAN BE FOUND AT.
HTTPJIH20.ENR.STATE.NC.USrrMDIIGENERA1303D.HTML
4. SEDIMENT BASINS
SEDI BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:
a. OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.
b. FOR WINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW -DOWN DESIGNS SPECIFIED IN THE DIVISION OF LAND
RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.
c� CHEMICAL TREATMENT
1) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER STORM -RESISTANT COVER OR
SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT SURFACE WATERS.
11) ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES PROVIDED BY THE
MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.
111) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND POSTED ON
THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMSIFLOCCULANTS LISr FOUND ON THEIR WEB SITE AT: HTTPJIPORTAL.
NCDENR.ORGLWEBNVGMS(SU.
IV) THE PERMITTEE MUST ROUTE STORM WATER TREATED WrrH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS THROUGH
SEDIMENITTRAPPING, FILTERING, AND/OR SETTLING DEVICE5(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT FLOCCULENT PRIOR TO
DISCHARGE TO SURFACE WATERS.
d. DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIRENS�ITS OF THE SEDIMENT POLLUTION CONTROL ACT AND
UTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL TO ASSURE THAT
BUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION OUTSIDE OF THE 25% BUFFER ZONE
NEAREST THE LAND DISTURBING ACTIVITY.
5. DISCHARGES TO SPECIAL OR THREATENED WATERS
a. DISTURBED AREAS WITHIN ONE MILE OF AND DRAINING TO WATERS WHERE FEDERALLY -LISTED THREATENED OR ENDANGERED AQUATIC
SPECIES ARE PRESEN(SHALL BE LIMITED AT . ANY TIME TO A MAXIMUM TOTAL AREA WITHIN THE BOUNDARIES OF THE TRACT OF20 ACRES.
THESE PROJECTS SHALL ALSO USE CONTROL MEASURES THAT ARE DESIGNED, INSTALLED AND MAINTAINED IN ACCORDANCE WITH CRITERIA
SET FORTH IN L5A NCAC D48 .0124 - DESIGN STANDARDS IN SENSITIVE WATERSHEDS. THE DIVISION OF WATER QUALITY MAY REQUIRE
ADDITIONALIALTERI PROTECTION MEASURES OR REQUIRE COVERAGE UNDER AN INDIVIDUAL CONSTRUCTION NPDES STORMWATER
PERMIT. OTHER MANAGEMENT PRACTICES MAY BE ACCEPTABLE IF THESE DESIGNS ARE SHOWN BY THE APPLICANT, TO THE SATISFACTION OF
THE DIRECTOR, TO PROVIDE EQUIVALENT PROTECTION.
b. CONSTRUCTION ACTIVITIES IN HIGH QUALITY WATERS ZONES REQUIRE QUICKER GROUND STABILIZATION PROVISIONS AS SPECIFIED IN
SECTION 11.13.23. OF THE PERMIT.
A�t 4, aut
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SITE INFORMATION
APPROXIMATE PROPOSED
IMPERVIOUS SURFACE ISM
IMPACT TABLE
NUMBER LENGTH
I 140'OF 36' RCP
NCOOT.�.
DB 473. p
jl�q 7. P 8
30?0.
SWALE #1 GRASS LINED
To
CHMNELW BE MATTED
ITH CURLEX 11
- -- - - - - - - - - - -
CLASS B RIPRAP
OUTLET PROTECTION
SWALE #2 GRASS LINED +
CHANNEL TO BE MATTED
WITH CURLEX 11
FIRE DEPARTME NfL,
lk
k
8 RIP%RAl
PR.Tr
OUTLET PROTECTION -960
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FIRE�DEPARTMENT
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SWALE #3 LINED TURNING
CHANNELT MAZ 0 -TEMPLATE
0
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STONE
AREA
CLASS 8 RPRAP
OUTLET PROTECTION N EO
ST PROPOSED
PIPE BY
A—
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GRASS
AREA
DO P J28
NC TEMPORARY IMPACT 10'
SE E DET. IK=
140' 0 PROPOSED
Vw
EXISTING GRADE
. SW E U GRASS LINE . D BE DET. 2C900
VX CURL. %
PROPOSE
HEAD WALL
I ELI�PAD FOR
MM"ll, AIR ARE
USE R T
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700= MON
FES k
N 8MK AS NEEDED
ANKSS AS NEEDED
S
tIEE DET
D8 466, ia)q
CLASS 9 RIPRAP %
'�XJM.ET PROTECTION SWALE 96 GRASS LINED
CHANNEL TO BE MATTED
WITH CURLEX 11 Do\npld Blackbt)T, At-4,�
CLASS B RIPRAP ca 157, P 11793
OUTLET PROTECTION
SWALE #6 GRAS NED
CHANNEL TO BE ED
WITH CURLEX It
000 PER OFFENSE.
COPYRtGHT 21" 7 BY 6REC. P7 ALL RIGHTS RESERVED THIS PLAN MAY NOT BE RE -USED. SOLD. LOANED. OR GIVEN t OTHERS. REPRODUCTICIN OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,
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D SSIPATION
I"
DEVICE
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
700 GRAM COR FIBER MATTING PROPOSED BANKFULL
FROM TOE OF CHANNEL
To 5 FT. BEYOND
PUMPAROUND
30 MIL POLY
RIPRAP FLOW
DISSIPATOR
I
SANDBAGS STREAM BANK
CHANNEL BED/WORK AREA
TYPICAL MATTING LOCATION DETAIL
—700 GRAM COIR FIBER MATTING
NN IZLONG1'xZWOODSTAKES
W 2GALVANIZED ROOFING NA
AT THE TOP TO HOLD MATTING
PERMANENT STREAM PIPE
TAMP BACKFILL MATERIAL MIN OF 12'
SANDBAGS 30 ML POLY AT REGULAR INTERVALS
BASE AND SIDEWALL FILL !"WE
----CHANNE- BECIANORK A--- MA LAL SHOULD BE
COMPACTED FINERSOIL
B . ..... PARTICLES
NATURAL STREAMBED BURIED
LEVEL OF
ROCK FREE CULVERT BED
EXISTING GROUND
(GRAVEL OR SOIL) (SEE NOTES)
GENERAL NOTESL
SECTIOLN A -X 1 . STREAM WORK AND LAND DISTURBANCE WITHIN THE 26 WIDE BUFFER ZONE ARE PROHIBITED DURING THE BROWN AND BROOK TROUT
SPAWNI G SEASON OF OCT. 15 THROUGH APRIL 15.
2. TO THE = EXTENT PRACTICABLE, CULVERT 48"D OR LARGER SHOULD BE BURIED A FOOT INTO THE STREAMBED. CULVERTS LESS TK4JN
4rD SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER TRAIN 20% THEIR SIZE TO ALLOW FOR ACUATK� LIFE PASSAGE.
3. STR14GENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MAINTAINED WHERE SOIL IS DISTURBED. THESE CONTROLS
SHOULD BE MAINTAINED UNTIL FULL PROJECT COMPLETION
4
5� IF ANY CONCRETE WILL BE USED. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE DOES NOT CONTACT STREAM WATER.
WHEN POSSIBLE HEAVY EQU IPMENT SHOULD BE OPERATED FROM THE RANK RATHER THAN IN THE STREAM CHANNEL
6 TEMPORARY OF HERBACEQJS VEGETATION SHOULD BE ESTABLISHED ON ALL BARE SOIL WITHIN 15 DAYS OF GROUND DISTURBING
ACTIVITIES IN THE 26 TROUT BUFFER TO PROVIDE LONG-TERM EROSION CONTROL. IT IS ENCOURAGED TO USE NATURAL FIBER MATTING
INSTEAD OF PLASTIC MATTING THAT CAN ENTRAP SMALL ANIMALS.
7. PLEASE SEE PUMP AROUND DETAIL AS REQUIRED.
GRASS LINED CHANNEL
GENERAL NOTES
II REFER To NCESCPDM SECTION #6.30 FOR ADDITIONAL
DESIGN SPECIFICATIONS REGARDING GRASS LINED
CHANNELS.
TO BE SEEDED AN LINED WITH CURLEX 11.
U PSTREAM POOL CHANNEL SHALL DBE GRADED TO MAXIMUM POSITIVE
's. I
DRAINAGE WITH MAXIMUM FALL OFJ%.
SUMPHO VARIES
OR POOL (SEE PLAN)
(12 -MIN , DEPTH,
7M IN, DIAMETER)
—/��CURJLE 711..A.NG
(EIVARES
BE PLAN)
PROPOSED 700 GRAM COIR FIBER MATTING
111DRAGS
WATER SURFACE
VABOVE
TO 2 FT SEYONOBANKFULL
BASEFLOW
PROPOSED BANKFULL
(2- MIN.)
NOTES:
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0
I USE WOOD STAKES Zxnlr (NOT METAL) FOR MATTING
SECTION B-8'
FLOW
D SSIPATION
I"
DEVICE
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
700 GRAM COR FIBER MATTING PROPOSED BANKFULL
FROM TOE OF CHANNEL
To 5 FT. BEYOND
PUMPAROUND
30 MIL POLY
RIPRAP FLOW
DISSIPATOR
I
SANDBAGS STREAM BANK
CHANNEL BED/WORK AREA
TYPICAL MATTING LOCATION DETAIL
—700 GRAM COIR FIBER MATTING
NN IZLONG1'xZWOODSTAKES
W 2GALVANIZED ROOFING NA
AT THE TOP TO HOLD MATTING
PERMANENT STREAM PIPE
TAMP BACKFILL MATERIAL MIN OF 12'
SANDBAGS 30 ML POLY AT REGULAR INTERVALS
BASE AND SIDEWALL FILL !"WE
----CHANNE- BECIANORK A--- MA LAL SHOULD BE
COMPACTED FINERSOIL
B . ..... PARTICLES
NATURAL STREAMBED BURIED
LEVEL OF
ROCK FREE CULVERT BED
EXISTING GROUND
(GRAVEL OR SOIL) (SEE NOTES)
GENERAL NOTESL
SECTIOLN A -X 1 . STREAM WORK AND LAND DISTURBANCE WITHIN THE 26 WIDE BUFFER ZONE ARE PROHIBITED DURING THE BROWN AND BROOK TROUT
SPAWNI G SEASON OF OCT. 15 THROUGH APRIL 15.
2. TO THE = EXTENT PRACTICABLE, CULVERT 48"D OR LARGER SHOULD BE BURIED A FOOT INTO THE STREAMBED. CULVERTS LESS TK4JN
4rD SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER TRAIN 20% THEIR SIZE TO ALLOW FOR ACUATK� LIFE PASSAGE.
3. STR14GENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MAINTAINED WHERE SOIL IS DISTURBED. THESE CONTROLS
SHOULD BE MAINTAINED UNTIL FULL PROJECT COMPLETION
4
5� IF ANY CONCRETE WILL BE USED. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE DOES NOT CONTACT STREAM WATER.
WHEN POSSIBLE HEAVY EQU IPMENT SHOULD BE OPERATED FROM THE RANK RATHER THAN IN THE STREAM CHANNEL
6 TEMPORARY OF HERBACEQJS VEGETATION SHOULD BE ESTABLISHED ON ALL BARE SOIL WITHIN 15 DAYS OF GROUND DISTURBING
ACTIVITIES IN THE 26 TROUT BUFFER TO PROVIDE LONG-TERM EROSION CONTROL. IT IS ENCOURAGED TO USE NATURAL FIBER MATTING
INSTEAD OF PLASTIC MATTING THAT CAN ENTRAP SMALL ANIMALS.
7. PLEASE SEE PUMP AROUND DETAIL AS REQUIRED.
GRASS LINED CHANNEL
GENERAL NOTES
II REFER To NCESCPDM SECTION #6.30 FOR ADDITIONAL
DESIGN SPECIFICATIONS REGARDING GRASS LINED
CHANNELS.
TO BE SEEDED AN LINED WITH CURLEX 11.
U PSTREAM POOL CHANNEL SHALL DBE GRADED TO MAXIMUM POSITIVE
's. I
DRAINAGE WITH MAXIMUM FALL OFJ%.
SUMPHO VARIES
OR POOL (SEE PLAN)
(12 -MIN , DEPTH,
7M IN, DIAMETER)
—/��CURJLE 711..A.NG
(EIVARES
BE PLAN)
PROPOSED 700 GRAM COIR FIBER MATTING
SECTION A -A
L CHANNELTOE FROM TOE OF CHANNEL
TO 2 FT SEYONOBANKFULL
z
PROPOSED BANKFULL
NOTES:
CK
0
I USE WOOD STAKES Zxnlr (NOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
Lu
CONSTRUCTING IN THE DRY AND VEGETATION IS
U)
ESTABUSHED PRIOR TO DIVERTING WATER.
17�q
3 700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG
700 GRAM COIR MATTING
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
CROSS SECTION
4. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
ALLRIGHTSIRESERVIED THISPIANMAYNnTFFRF-IIRFnSDtn
71S
OF BREC, PA 9
ROCK CONSTRUCTED RIFFLE - SECTION B -V
MATT NG STAKING VIEW
7ws-
AR FIBER MATTING
LONG 1' x 2' WOOD STAKES wl 2'
ALVANLZED ROOFING NAIL AT THE
OR TO HOLD MATTING
TO $100.000 PER OFFENSE,
PREPARED FOR
FLEETWOOD V
FIRE & RESCUI
9005 HWY 221
FLEETWOOD, f
ram
121EXECUT7VEDlIlE IJTTE�l
WILKESS RD K 2MV
'36 WAM hftlt—l"
'9 -
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36- lff 46"N
36- 18'22"N
Soil Map--Ashe County, North Carolina
(FLEETWOOD FIRE AND RESCUE - SOIL MAP)
453700 4539W 453900 454000 454100 454200 45430D
ER
MapScale: 1:S,200'fprinbL�dwAlandsmpe(li"xB.5")sheeL
- Meters
N 0 50 100 200 300
.FeLt
0 250 500 1000 1 500
A Map projection: Web Mercator Cbmer coordinates: WGS84 Edge tim: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
21111111111111 Conservation Service National Cooperative Soil Survey
.r
0
36- lEr 46" N
36- 18'22"N
454400 4545OU 454600 4547W 454EM
5/2/2017
Page 1 of 3

Soil Map Ashe County, North Carolina
Map Unit Legend
FLEETWOOD FIRE AND RESCUE -
SOIL MAP
Ashe County, North Carolina (NCO09)
Map Unit Symbol Map Unit ��=
Acres in AOI Percent of AOI
CaF
Co
FnD
Chandler loam, 25 to 65
percent slopes
47.3 43.2%
3.2 2.9%
-------- -----
1.3 1.2%
Colvard fine sandy loam
Fannin loam, 8 to 15 percent
slopes
WaE
Watauga loam, 15 to 25
percent slopes
46.2
42.3%
WaF
Watauga loam, 25 to 45
percent slopes
11.3
10.4%
Totals for Area of Interest
109.3
100.0%
Natural Resources Web Soil Survey 512/20117
Conservation Service National Cooperative Soil Survey Page 3 of 3

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION
Property Deed
Book
Page
PIN: 15235 083
STREET ADDRESS: Intersection of US 221 & Railroad Grade Road
Property Owner: Fleetwood Volunteer Fire and Rescue, Inc
The undersigned, registered property owners of the above noted property, do hereby authorize
Agentof BREC,PA
to act on my behalf and take all actions necessary for the processing , issuance and acceptance
of this permit or certification and all standard and special conditions attached.
Property Owner's Address (if different than property above):
9005 US 221
Fleetwood NC 28626
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
S�eyp- acwav- rkel
Authorized Signature Print — Name, Title
Date: & - 0?07 - / 7

6/29/2017
NORTH
AMERICAN
i A
giiv!'�; I GREEN
www.ecmds.com/print/analysis/1 21762/121787
sion Control Materials Design Software
Version 5.0
Project Name: Fleetwood Vol Fire & Rescue
Project Number: 121762
P roj ect Location: Fleetwood, North Carolina
Channel Name: 6
Discharge
3.64
Peak Flow Period
0.08
Channel Slope
.08
Channel Bottom Width
6
Left Side Slope
3
Right Side Slope
3
Low Flow Liner
Retardance Class
B
Vegtation Type
Mix (Sod & Bunch)
Vegetation Density
Good 75-95%
Soil Type
Clay
Unreinforced Vegetatiou - Class B - Mix (Sod & Bvinch) - Good 75-95%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
Fax [phone]
www.nagreen.com
Phase
Reach Discharge
elo
Normal
Mannings
Permissible Shear
CalculatedShear
Safety
Remarks
Staple
I
Depth
N
Stress
Stress
Factor
Pattern
Unreinforced
Straight 3.64 cfs
0.96
0.51 ft
0.244
5.73 lbs/ft2
2.53 lbs/ft2
2.26
STABLE
Vegetation
ft/s
Underlying
Straig 3. 4cfs[O.96
0.51 ft
--
0.07 lbs/ft2
0.003 lbs/ft2
27.18
STABLE
Substrate
ft/S
http://www.ecmds.comlprint/analysis/121762/121787 1/1

6/29/2017
NORTH
AMERICAN
GREEN
www.ecmds.com/pdnt/analysis/1 21762/121783
sion Control Materials Design Software
Version 5.0
Project Name: Fleetwood Vol Fire & Rescue
Project Number: 121762
Project Location: Fleetwood, North Carolina
Channel Name: 5
Discharge
2.83
Peak Flow Period
0.08
Channel Slope
.06
Channel Bottom Width
6
Left Side Slope
3
Right Side Slope
3
Low Flow Liner
Retardance Class
B
Vegtation Type
Mix (Sod & Bunch)
Vegetation bensity
Good 75-95%
Soil Type
Clay
Unreinforced Vegetation - Class B - Mix �Sod & Bunch) - Good 75-95%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
Fax [phone]
www.nagreen.com
Phase
Reath
Discharge
elocity
'Normal
Mannings
Permissible Shear
Calculated Shear
gafety
Remarks
Staple
Depth
N
Stress
Stress
Factor
Pattern
Unreinforced
Straight
2.83 cfs
0.71
0.53 ft
0.293
5.73 lbs/ft2
1.98 lbs/ft2
2.9
STABLE
Vegetation
ft/S
Underlying
Straig
2. 3 cf§10.71
-
0.53 ft
--
0.07 lbs/ft2
0.001 Ibs/ft2
49.95
STABLE
Substrate
fvs
http://www.ecmds.com/print/analysis/1 21762/121783

6/29/2017
I NORTH
AMERICAN
I GREEN
www.ecmds.com/print/analysis/1 21762/121781
sion Control Materials Design Software
Version 5.0
Project Name: Fleetwood Vol Fire & Rescue
Project Number: 121762
Project Location: Fleetwood, North Carolina
Channel Name: 4
Discharge
1.22
Peak Flow Period
0.08
Channel Slope
.05
Channel Bottom Width
6
Left Side Slope
3
Right Side Slope
3
Low Flow Liner
Retardance Class
B
Vegtation Type
Mix (Sod & Bunch)
Vegetation Density
Good 75-95%
Soil Type
Clay
Unreinforced Vegetation - Class B - Mix (Sod & Bunch) - Good 75-95%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
Fax [phone]
www.nagreen.com
Phase
Reach Discharge
elocity
Normal
Mannings
Permissible Sh�ar
Calculated Shear
Safety
Remarks
Staple
Depth
N
Stress
Stress
Factor
Pattern
Unreinforced
Straight 1.22 cfs
0.48
0.36 ft
0.318
5.73 lbs/ft2
1.13 lbs/ft2
5.09
STABLE
Vegetation
ft/s
Underlying
Strai 1. 2 cfs[O.48
0.36 ft
--
0.07 Ibs/ft2
0.001 lbs/ft2
103.34
STABLE
Substrate
ft/s
http://wv,iw.ecmds.com/print/analysis/121762/121781

6/29/2017
NORTH
lk",
AMERICAN
A
11 GREEN
www.ecmds.com/pdntlanalysis/1 21762/121767
sion Control Materials Design Software
Version 5.0
Project Name: Fleetwood Vol Fire & Rescue
Project Number: 121762
Project Location: Fleetwood, North Carolina
Channel Name: 3
Discharge
4.42
Peak Flow Period
0.08
Channel Slope
.06
Channel Bottom Width
6
Left Side Slope
13
Right Side Slope
3
Low Flow Liner
Retardance Class
B
Vegtation Type
Mix (Sod & Bunch)
Vegetation Density
Good 75-95%
Soil Type
Clay
Unreinforced Vegetation - Class B - Mix (Sod & Bunch) - Good 75-95%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
Fax [phone]
www.nagreen.com
Phase
Reach
Discharg . eVelocity
Normal
Mannings'Permissible
Shear
Calculated'Shear
Safety
Remarks
Staple
Depth
N
Stress
Stress
Factor
Pattern
Unreinforced
Straight
4.42 cfs
0.98
0.58 ft
0.223
5.73 lbs/ft2
2.18 lbs/ft2
2.63
STABLE
Vegetation
ft/s
Underlying
S
�2 cfs
0.98
0.58 ft
--
0.07 lbs/ft2
0.003 lbs/ft2
26.2
STABLE
Substrate
I ft/s
http://www.ecmds.con-dpdntfanalysis/121762/121767

6/29/2017
. INORTH
AMERICAN
I GREEN
www.ecmds.com/pdntlanalysis/121762/121766
sion Control Materials Design Software
Version 5.0
Project Name: Fleetwood Vol Fire & Rescue
Project Number: 121762
Project Location: Fleetwood, North Carolina
Channel Name: 2
Discharge
5.86
Peak Flow Period
0.08
Channel Slope
.04
Channel Bottom Width
6
Left Side Slope
3
Right Side Slope
3
Low Flow Liner
Retardance Class
B
Vegtation Type
Mix (Sod & Bunch)
Vegetation Density
Good 75-95%
Soil Type
Clay
Unreinforced Vegetation - Class B - Mix (Sod & Bunch) - Good 75-95%
North American Green
5401 St. Wendel-Cynthiana. Rd.
Poseyville,.-Indiana 47633
Tel. [phone]
Fax [phone]
www.nagreen.com
Phase
'Reach
Discharge
elocity
Normal
Mannings
Permissible Shear
Calculated Shear
Safety
Remarks
Staple
Depth
N
Stress
Stress
Factor
Pattern
Unreinforced
Straight
5.86 cfs
1.01
0.71 ft
0.197
5.73 lbs/ft2
1.77 lbs/ft2
3.23
STABLE
Vegetation
ft/s
Underlying
Straig
5.86 cf§11.01
0.71 ft
--
0.07 lbs/ft2
0.003 lbs/ft2
25.18
STABLE
Substrate
ft/s
http://wv,iw.ecmds.com/prinUanalysis/1 21762/121766

6/29/2017
I NORTH
AMERICAN
I GREEN
www.ecmds.com/print/analysis/121762/121763
sion Control Materials Design Software
Version 5.0
Project Name: Fleetwood Vol Fire & Rescue
Project Number: 121762
Project Location: Fleetwood, North Carolina
Channel Name: A
Discharge
2.2
Peak Flow Period
0.08
Channel Slope
.09
Channel Bottom Width
6
Left Side Slope
3
Right Side Slope
3
Low Flow Liner
Retardance Class
B
Vegtation Type
Mix (Sod & Bunch)
Vegetation Density
Good 75-95%
Soil Type
Clay
Unreinforced Vegetation - Class B - Mix (Sod & Bunch) - Good 75-95%
North American Green
5401 St. Wendel-Cynthiana Rd.
-Poseyville, Indiana 47633 -
Tel. [phone]
Fax [phone]
www.nagreen.com
Phise
Reach Discharge
eloc
Normal
Mannings
Permissible Shear
Calculated Shear
Safety
Remarks
Staple
I
Depth
N
Stress
Stress
Factor
Pattern
Unreinforced
Straight 2.2 cfs
0.71
10.71
0.43 R
0.318
5.73 lbs/ft2
2.4 lbs/ft2
2.39
STABLE
Vegetation
ft/s
Underlying
Straight 2.2 cfs
0.43 ft
--
0.07 lbs/ft2
0.001 lbs/ft2
48.47 .
STABLE
Substrate
ft/s
http://wv,fw.ecmds.com/prinUanalysis/121762/121763 1/1

a
Table 8.05a
Maximum Allowable Design Velocities'
for Vegetated Channels
Typical
Soil
Grass Lining
Permissible Velocity'
Channel
Slope CharacteriStiCS2
for Established Grass
Application
Lining (ft/sec)
0-5%
Easily Erodible
Bermudagrass
5.0
Non -plastic
Tall fescue
4.5
(Sands & Silts)
Bahiagrass
4.5
Kentucky bluegrass
4.5
Grass -legume mixture
3.5
Erosion Resistant
Bermudagrass
6.0
Plastic
Tall fescue
5.5
(Clay mixes)
Bahiagrass
5.5
Kentucky bluegrass
5.5
Grass -legume mixture
4.5
5-10%
Easily Erodible
Bermudagrass
4.5
Non -plastic
Tall fescue
4.0
(Sands & Silts)
Bahiagrass
4.0
Kentucky bluegrass
4.0
Grass -legume mixture
3.0
Erosion Resistant
Bermudagrass
5.5
Plastic
Tall fescue
5.0
(Clay mixes)
Bahiagrass
5.0
Kentucky bluegrass
5.0
Grass -legume mixture
3.5
>10%
Easily Erodible
Bermudagrass
3.5
Non -plastic
Tall fescue
2.5
(Sands & Silts)
Bahiagrass
2.5
Kentucky bluegrass
2.5
Erosion Resistant
Bermudagrass
4.5
Plastic
Tall fescue
3.5
(Clay mixes)
Bahiagrass
3.5
Kentucky bluegrass
3.5
Source:
USDA -SCS Modified
NOTE:
'Permissible Velocity based on 10 -year storm peak runoff
'Soil erodibility based on resistance to
soil movement from concentrated flowing water.
313eforegrass is established, permissible velocity is determined bythe type of temporary liner used.
Selecting Channel To calculate the required size of an open channel, assume the design flow is
Cross -Section uniform and does not vary with time. Since actual flow conditions change
throughout the length of a channel, subdivide the channel into design reaches,
Geometry and design each reach to carry the appropriate capacity.
The three most commonly used channel cross-sections are 'T" -shaped,
parabolic, and trapezoidal. Figure 8.05b gives mathematical formulas for the
area, hydraulic radius and top width of each of these shapes.
8.05.4

Permit No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
Thisfonn may be photocopiedfor use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H.1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H . 1008(g).
1. PROJECT INFORMATION
Project Name : Fleetwood Fire Department
Contact Person: Derek Goddard Phone Number: ( 828 )964-9349
Number of Lots: I Allowable Built Upon Area (BUA) Per Lot*: 8 1,000 SF
Number of Dwelling Units Per Acre* *:NA
Low Density Development (check one): E without curb& gutter with curb & gutter, outlets to (check one):
F� Swales F-1 Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase 11 Post -Construction [non -SAI only)
11. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://portal.ncdenr.org/web/Ir/state-stormwater-forms docs)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non-uniform lots.
Fonn SW401 -Low Density-Rev.3-2/10/09 Page I of 4

Calculation:
For uniform lot sizes:
(SA: ft' x DF: (RA: ft2) - (OA: BUA per Lot ft2
(No of Lots:
For non-uniform lot sizes:
a. (SA: ft2 x DF: _) - (RA: _ ft2) - (OA: _ ft2) = Total allowable lot BUA ft2
b. Total BUA from lot listing: sf b must be < a
111. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table I and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
T,qhli-. I qwqlp deqicrn information based on the 10-vear storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
Vallow
(fps)
Vactual
(fps)
Flow
Depth (ft)
1
.85
.23
.62
.4
2.20
9
5
.71
.43
2
1.39
.73
.66
.65
5.86
4
5.5
1.01
.71
3
1.13
.54
.59
.6
4.42
6
5
.98
.58
4
.74
.05
.69
.25
1.22
5
5
.48
.36
5
1.24
.2
1.01
.35
2.83
6
5
71
.53
6
2.43
.10
2.33
.23
3.64
8
5
.96
.51
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW40 I -Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H.1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Pen -nit Application Forrn, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through pforprojects with curb outlets.
Page/Plan
Initials Sheet
No.
N/A
a.
For projects in the 20 coastal counties: Per NCAC 2H. 1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
C100
b.'
For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
N/A
c.
For Phase 11 Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
C 100
d.
Deed restriction language as required on form SWU -10 1 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
c5�4 C100
e.
Built upon area calculations are provided for the overall project and all lots.
3�A� N/A
f.
Project conforins to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H . 1007)
C100 g. Side slopes of swales are no steeper than 3: 1; or no steeper than 5:1 for curb outlet swales.
C100 h. Longitudinal slope of swales is no greater than 5%;for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
C100 i.At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
N/A j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non-erosive is velocity < 2 ft/s).
LW C100 k. Swale detail and permanent vegetation is specified on the plans.
C100 1. Swale detail provided on plans; includes grass type(s) for perinanent vegetative cover.
N/A m. Swales are located in recorded drainage easements.
—,D -P N/A n.t Length of swale or vegetated area is at least 100 feet for each curb outlet.
. _S�)_ N/A o.t The system takes into account the run-off at ultimate built -out potential from all surfaces
Q) draining to the system (delineate drainage area for each swale).
N/A P.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar-Pamfico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW40 1 -Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessar I y. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: L--C-OLE11) - C-AILT
Address: i'L'a aso
Phone: A, 9'1'7;- Date:
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% ofthe lots have been sold and a
resident ofthe subdivision has been named the president.
1� -7-mAL, C_ flc,�Mfm , a Notary Public for the State of /VC , County of
"j do hereby certify that Sfeq�-. CtAcLugn_ personally appeared before me this
day of 7
2,01-7 and acknowledge the due execution of the forgoing swale maintenance requirements.
nission expires J,u I &LO -?, I
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4