20100063 Ver 1_More Info Received_20100412

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 12, 2010
S&EC Project # 11328. P2
DWQ Project No. 10-0063
To: NC Division Of Water Quality US Army Corps of Engineers
401 Oversight and Express Permits Unit Raleigh Regulatory Field Office
Attn: Ian McMillan Attn: James Lastinger
2321 Crabtree Boulevard, Suite 250 3331 Heritage Trade Drive, Ste. 105
Raleigh, NC 27604-2260 Wake Forest, NC 27587
From: Kevin Martin ? ??/](?
Soil & Environmental Consultants, P.A. v LL`5??
11010 Raven Ridge Road
Raleigh, NC 27614 API? 1 2 2010
DEW • WATER OUALITY
Re: Reply to the Division of Water Quality's Request for More Information WETLANDS DSTORWATERORaNQ4
Franklin County HUB Project
Youngsville, Franklin County, NC
The purpose of this letter is to respond to the NC Division of Water Quality Request for More
Information letter dated February 1, 2010 addressed to the applicant, Franklin County Economic
Development Commission. In response to this letter, a meeting was held on February 23, 2010
with Ian McMillan, Annette Lucas and Joseph Gyamfi from the 401 Oversight/Express Review
Permitting office, representatives from Franklin County, the Wooten Company, Hobbs-Upchurch
Associates and S&EC. In this meeting, the NCDWQ additional information items were discussed
and as a result, a revised Pre-Construction Notification Application package has been completed
and compiled for your review. We anticipate that this answers all of the agencies remaining
questions in order to complete the final review process requested for written concurrence of
Nationwide Permits 14 & 39, Water Quality Certification 3820 & 3821 and a Riparian Buffer
Authorization. If you have any further questions or any additional explanation is needed, please
don't hesitate to call.
IMPACT SUMMARY
Stream Impact (acres): 400
Wetland Impact (acres): 0.1668
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres): 0.2356
Total Stream Impact (linear feet): 400
Total Riparian Buffer Impacts (square feet): 41,705
Attachments:
Revised Pre-construction Notification (PCN) Application
Agent Authorization
USGS Vicinity Map & Wake County Soil Survey
DWQ TBRRO letter (TBRRO 08-192)
Triangle North Franklin Co. Master Plan
Impact Exhibits-sheets 1 of 6 through 6 of 6
Kerr-Tar Regional EDC Triangle North Franklin Lift Station and Force Main USGS & Soil Survey maps
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
NCEEP Acceptance letter (dated 04/08/10)
Franklin County Cumulative Impacts & Stormwater letter
Diffuse Flow Calculations & Photos
Diffuse Flow Area Map & Plans (DF-01 -DF-1 0)
Operations & Maintenance Agreement (Level Spreaders & Bioretentions)
Alderman Mussel Survey (dated March 28, 2007)
USFWS-Dale Suiter email (dated 03/23/10)
SHPO Concurrence letter (dated 03/30/10)
Franklin County HUB Road Plans & Profiles (C-03-C-09)
Overall Site Plan (SP-01-SP-14)
Triple Box Culver.Design (C-11-C-14)
CC:
Ronnie Goswick-Franklin County EDC-112-D Wheaton Drive, Youngsville, NC 27596
o?oY war FRQG
h r
? T
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
1b. Specify Nationwide Permit (NWP) number: 14 & 39 or General Permit (GP) number: N/A
1c. 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
1e. 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 only for Corps Permit:

? Yes ® 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: Franklin County HUB Site
2b. County: Franklin l

2c.
Nearest municipality / town:
Youngsville
u A PR 1 2 2010
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no: N/A WETtANMA STORMW DM - WATER QUALITY
3. Owner Information
3a. Name(s) on Recorded Deed: Kerr-Tar Regional Economic Development Corporation
3b. Deed Book and Page No. D.B. 1635 & 1624, Pg. 866 & 823
3c. Responsible Party (for LLC if
applicable): Ronald W. Goswick
3d. Street address: PO Box 709
3e. City, state, zip: Henderson, NC 27536
3f. Telephone no.: 252-436-2040
3g. Fax no.: N/A
3h. Email address: N/A
Page 1 of 14
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Owner-please send correspondence to both owner
and agent.
4b. Name: Ronald W. Goswick-Director
4c. Business name
(if applicable): Franklin County Economic Development Commission
4d. Street address: 112-D Wheaton Drive
4e. City, state, zip: Youngsville, North Carolina 27596
4f. Telephone no.: 919-554-1863
4g. Fax no.: 919-554-1781
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Kevin Martin
5b. Business name
(if applicable): Soil & Environmental Consultants, PA
5c. Street address: 11010 Raven Ridge Road
5d. City, state, zip: Raleigh, NC 27614
5e. Telephone no.: 919-846-5900
5f. Fax no.: 919-846-9467
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): Parcel ID: 1893-60-5832; 1892-68-0647; 1892-57-7666;
1893-43-2009; 1892-79-2734
1 b. Site coordinates (in decimal degrees): Latitude: 36.0309 Longitude: - 78.3341
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: ± 252 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Cedar Creek 28-29-(2)
proposed project:
2b. Water Quality Classification of nearest receiving water: C; NSW
2c. River basin: Tar River 03-03-01; Hydrologic Unit Code 03020101
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The existing conditions on site are wooded and agricultural, with one lot (#8) currently developed. The
general land use in the vicinity of the project is primarily undeveloped, forested land with some rural residential,
agricultural and the Franklin County Airport which is adjacent to the property.
3b. List the total estimated acreage of all existing wetlands on the property:
± 22 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 14,332 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a road necessary for access to the proposed Franklin County HUB
site. Additionally, a force main will be constructed within the shoulder of the proposed road and will connect to a new
pump station.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of constructing ± 1.38 miles of two-lane road within a 100-ft. Right-of-way. Equipment
such as bull dozers, bucket loaders, excavators and other typical equipment used for land disturbance and paving
will be utilized for this project.
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
of determination was made? ® Preliminary ? Final
Comments:
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: ECS Carolinas, LLP
Name (if known): Christina Breen Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE-site visit with James Lastinger, date unknown; NCDWQ-site visit with Martin Richmond on August 6 & November
17, 2008 (TBRRO 08-192).
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.
N/A
Page 3 of 14
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 1
6b. If yes, explain.
The proposed project includes 4 phases, with phase 1 being the road corridor and force main. Please see attached
Triangle North Franklin County Master Plan, dated March 2010.
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
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 number - Type of jurisdiction
Permanent (P) or Temporary Type of Type of Forested (Corps - 404, 10 Area of impact
(T) impact wetland DWQ - non-404, other) (acres)
if known

W1 (#3/Culvert #2) ®P ? T Fill Culvert & Riparian ? Yes ® Corps
0
0091
Dissipater Wetland ® No ? DWQ .
W2 (#3/Culvert #2) ? P ® T Construction Riparian ? Yes ® Corps 0
0041
Corridor Wetland ® No ? DWQ .

W3 (#4/Culvert #4) ®P ? T Fill Culvert & Riparian ® Yes ® Corps
0
0587
Dissipater Wetland ? No ? DWQ .
W4 #41Culvert #4) E] P ® T
( Construction Riparian ® Yes ® Corps
0146
0
Corridor Wetland ? No ?DWQ .
W5 #61Culvert #6) ® P El T
( Fill, Culvert & Riparian ® Yes ® Corps
0
0635
Dissipater Wetland ? No ? DWQ .
W6 (#61Culvert #6) ? P ® T Construction Riparian ® Yes ® Corps 0
0168
Corridor Wetland ? No ? DWQ .
2g. Total wetland impacts 0.1668
2h. Comments: Permanent Wetland Impacts = 0.1313; Temporary Wetland Impacts = 0.0355
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 number - Type of Stream name Perennial Type of jurisdiction Average Impact
Permanent (P) or Temporary impact (PER) or (Corps - 404, 10 stream length
(T) intermitte DWQ - non-404, width (linear
nt (INT)? other) (feet) feet)
S1 (#31Culvert #2) ® P ? T Culvert & UT to Cedar ? PER ® Corps 2
5 120
Dissipater Creek ® INT ? DWQ .
S2 (#41Culvert #4) ® P ? T Culvert & UT to Cedar ® PER ® Corps 5 124
Dissipater Creek ? INT ? DWQ
S3 (#51Culvert #5) ® P ? T Culvert & UT to Cedar ® PER ® Corps
13
114
Dissipater Creek ? INT ? DWQ
S4 (#51Culvert #5) ? P ® T Construction UT to Cedar ® PER ® Corps
17
42
Corridor Creek ? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 400
3i. Comments: Permanent Perennial Impacts = 238 Linear Feet; Permanent Intermittent Impacts = 120 Linear Feet;
Temporary Perennial Impacts = 42 Linear Feet
Page 5 of 14
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 individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water impact Name of waterbody
number - Permanent (if applicable) Type of impact Waterbody type Area of impact (acres)
P or Temporary T
01 ?P?T
02 ?P?T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then corn lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of pond (acres)
number F
to
a Filled Excadvate Flooded Filled Excavated Flooded
e
d
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:
Page 6 of 11
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ® Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact number
- Permanent (P) or Reason for impact Buffer Zone 1 impact Zone 2 impact
Temporary (T) Stream name mitigation (square feet
(square feet)
required?
61 (#1) ® P ? T Bypass Channel- UT to Cedar ? Yes
1
231
1
120
Bioretention #1 Creek ® No , ,
B2 (#2) ® P El T Bypass Channel- UT to Cedar El Yes
1
251
873
Bioretention #2 Creek ® No ,
B3 (#3) ® P ? T Road Crossing UT to Cedar
Creek ? Yes
® No 7,188 4,205
B4 #4) ® P El T
( Road Crossin
g UT to Cedar
Creek El Yes
® No
6,931
4,430
B4 (#5A) ® P ? T Road Crossing UT to Cedar
Creek ® Nos 8,637 5,003
B4 (#5B) ® P ? T Bypass Channel- UT to Cedar ? Yes
504
332
Bioretention #5 Creek ® No
6h. Total buffer impacts 25,742 15,963
6i. Comments:
Page 7 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.
The proposed project includes an industrial park and the Airport Road Extension. The industrial park currently
includes a conceptual design, with 21 lots. All lots are developable without further impacts to wetlands/streams or
riparian buffers, lots lines and setbacks are identified on the Triangle North Franklin County Master Plan, dated
March 2010. The Airport Road Extension will connect the existing Airport Road with Highway 401. This proposed
road was designed to minimize impacts to the maximum extent practicable. The road extension is approximately
1.3 miles long and only includes 4 crossings of streams and/or wetlands. Specifically, Impact Areas 1 & 2 are
riparian buffer impacts for bypass channels only. These bypass channels are a designed in conjunction with
bioretension cells for the road. Impact Area 3 is a proposed road crossing on an unimportant/intermittent stream,
this crossing has been designed to avoid larger areas of wetlands to the southwest. Impact Area 4 is a proposed
road crossing on an important/perennial stream, this crossing is designed at a near perpendicular angle. Impact
Area 5 is a proposed road crossing on an importanUperennial stream, this crossing is designed with wing walls and
in an area avoiding wetlands to minimize impacts to streams and wetlands. Impact Area 6 is a proposed road
crossing on two wetland fingers.
With regard to the proposed force main outside of the project boundaries (see Kerr-Tar Regional EDC Triangle
North Franklin Lift Station and Force Main USGS & Soil Survey maps dated March 2, 2010), this force main is being
installed within the existing transportation facility. Therefore, through email correspondence with Amy Chapman on
February 25, 2010, she verified that "buffer impacts within the existing transportation facility are exempt from the
Buffer rules". With regard to the utilities being proposed within the project boundaries, these utilities will be installed
within the proposed road corridor (i.e. shoulders) and will be covered within the impacts proposed for the Airport
Road Extension.
Additionally, it is important to note that the major changes in the current impact areas is because S&EC flagged Top
of Bank and re-flagged areas of the wetlands within the road crossing areas, these areas have now been surveyed
vs. the previous submittal that included GPS data only. Therefore, accurate lengths of streams and areas of
wetlands have resulted in an increase in overall impacts.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 14 & 39.
With respect to development conditions (NWP 39-Regional Conditions section 4.0) the applicant does not anticipate
any impacts to streams or wetlands associated with stormwater facilities, there are no impact associated with
single-family recreation facilities, and we are requesting the use of 39 for Impact Area #'s 3, 4 & 6 therefore there
are no permanent wetland or stream fills proposed within the floodway/floodplain for these impacts and the stream
classification for this project is C, NSW (i.e. not Outstanding Resource Waters, High Quality Waters, Coastal
Wetlands or wetland adjacent to these waters). With respect to linear transportation crossings conditions (NWP 14-
Regional Conditions section 4.0) the applicant does not anticipate any stream relocations; all culverts have been
sized appropriately in order to accommodate bank-full flows and will be buried the appropriate depth below the
streambed to allow for aquatic life passage; and this project is not being used in conjunction with a NWP 18 to
create an upland area.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion & Sediment Control plan will require measures to protect water quality during construction activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps
Page 8 of 14
PCN Form - Version 1.3 December 10, 2008 Version

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
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: 358 linear feet
4c. If using stream mitigation, stream temperature: ® warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0.166 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: Because "cumulative" permanent impacts exceed 1/10 acre of jurisdictional wetlands and 150 linear feet
of stream, the applicant proposes compensatory mitigation for impacts to riparian wetlands, intermittent & perennial
streams. After verifying that there are no known private mitigation banks with the requested credit type located in the
hydrologic unit where the impacts are proposed to take place
(http://portal.ncdenr.org/web/wq/swp/ws/401/certsandpermits/mitigation), an In-Lieu Fee Request was submitted to the
NC Ecosystem Enhancement Program (NCEEP). Please see attached NCEEP Acceptance letter dated April 8, 2010
for up to 0.332 acres of riparian wetlands and 758 linear feet of warm water stream.
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.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® 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 9 of 11
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? 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.
Comments: Yes, it was determined in an office meeting with Ian McMillan, Joseph
Gyamfi & Annette Lucas of the NCDWQ, representatives of Franklin County, The
® Yes ? No
Wooten Company, Hobbs-Upchurch & Assoc., and S&EC that the Airport Road
Extension could be designed as a linear transportation project and therefore would
only need diffuse flow to treat the new stormwater. Therefore, please see attached
Franklin County HUB Road Calculations and diffuse flow plans.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 23.6%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The applicant would like to be reviewed under the new General Certification 3821 and therefore utilize the Low Density
option for Condition #12-Stormwater Management Plan Requirements. As such, the engineer has provided the Triangle
North Franklin County Master Plan which includes an "Allowable Impervious % by Lot" table. This table identifies each lot
within the future industrial park and the allowable impervious area in acres. Franklin County has provided a letter (see
attached) and intends to place restrictions on all future development within the park that allows stormwater to only be
transported via vegetated conveyance and restrict the use of stormwater collection systems. However, a diffuse flow plan
has been designed for the Airport Road Extension, therefore please see the Franklin County HUB Road Calculations
package and diffuse flow plans.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
El HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with roof of approval been ? Yes ? No
Page 10 of 14
PCN Form - Version 1.3 December 10, 2008 Version
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 11 of 11
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft
states that publically funded developments may or may not result in cumulative impacts. The Franklin County HUB
project is an industrial park development. Additionally, the project is located within Franklin County and therefore the
adjacent properties that have potential for development will have the following regulations to protect downstream
waters: 1) the Tar-Pamlico River Basin Riparian Buffer Protection regulations, these regulations require limited
development within the riparian buffer area in addition to "diffuse flow" requirements at a minimum and could
require Best Management Practices that control nitrogen if diffuse flow cannot be achieved; and 2) the Nutrient
Sensitive Waters Management Strategy requirements required by Franklin County. Furthermore, in accordance
with DWQ's recommendations at our meeting dated February 23, 2010, Franklin County has provided a letter that
specifically addresses future Indirect and Cumulative Impacts, as requested in the DWQ Request for More
Information letter dated February 1, 2010.
Page 12 of 14
PCN Form - Version 1.3 December 10, 2008 Version
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.
This project includes a force main & sewer and will be connecting to an existing Sanitary Sewer System and
constructing a new pump station. The County will ensure that capacity of their treatment facility will not be
exceeded. Additionally, the force main is being installed within the existing transportation facility and the proposed
road shoulders to avoid additional impacts to wetlands/streams/buffers. Therefore, through email correspondence
with Amy Chapman on February 25, 2010, she verified that "buffer impacts within the existing transportation facility
are exempt from the Buffer rules". Furthermore, the proposed force main and sewer is being proposed within the
proposed road corridor (i.e. shoulders) and will be covered within the impacts proposed for the Airport Road
Extension.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
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?
The NC-Natural Heritage Programs Virtual Workroom was used to search for elemental occurrences of state and
federally protected species in the vicinity of the project. The Virtual Workroom found "2" elemental occurrences of
state and/or federally protected threatened/endangered species within 2 miles of the vicinity of the project. It was
determined based on the search that an elemental occurrence of Alasmidonta heteroden (Dwarf wedgemussel)
listed as endangered (E) by the state and listed as endangered by the federal (E) is located within 2 miles of the
project location. As such, a freshwater mussel survey was conducted by Mr. John Alderman in March 2007 (see
attached report). This survey targeted the Dwarf wedgemussel and the Tar River spineymussel. The biological
determination by this report was that no habitat is present for the Tar River Spineymussel, therefore "no effect".
Furthermore, this report was forwarded to USFWS in March 2010, Mr. Dale Suiter commented specifically, "1 am ok
with the methods used in the 2007 mussel survey conducted by John Alderman. I concur with his No Effect
determination for Tar River spinymussel and the Dwarf wedgemussel and recommend that the project design
incorporate stringent erosion and sedimentation control measures to protect water quality in the project area",
please see attached March 23, 2010 email from Mr. Dale Suiter of the USFWS. It was also determined based on
the search that an elemental occurrence of Portulaca smallii (Smalls portulaca) listed as threatened (T) by the state
is located within 2 miles of the project location. References: (NHPj North Carolina Natural Heritage Program. 2010.
Internet-based search: Natural Heritage Program Virtual Workroom <http://www.ncnhp.org> Accessed 9 April 2010.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? T[:] Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
References: [NOAA] National Oceanic and Atmospheric Administration. 2009. Internet-based search: NOAA
Fisheries Essential Fish Habitat Mapper <http://sharpfin.nmfs.noaa.gov/website/EFH_Mapper/map.aspx>
Accessed 9 April 2010.
Page 13 of 11
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?
A plantation, the Cascine Plantation, a property listed in the National Register of Historic Places, is located north of the
project site. SHPO provided comments in a letter dated March 30, 2010, specifically requiring a 200' vegetative buffer
along the northern property boundary of the Franklin County HUB site and plans for the treatment of the temporary road
access on the northeastern boundary of the Franklin County HUB site. Please see attached letter from the State Historic
Preservation Office dated March 30, 2010.
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: As per the project engineer. FEMA requires that any
obstruction placed in the flood plain not increase the 100 year flood elevation by more than one foot. The triple box
culvert as designed at crossing #5 meets this criteria.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Kevin Martin
k April 12,
2009
?,l
-
Applicant/Agent's Printed Name Applica tt/Aent' Signature
' Date
(Agent
s signature is valid onan a orization letter from the applicant
is provided.)
Page 14 of 14
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: - /
Address: a6

b
C Z7
Phone: - .25 2 - t/'3 (- 2 0 9 ()
Project Name/ Description: /5-d"1/, -A&EC Project #
Date: . - /- /C)
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: ?4- ;tee L -K' . - ?-
Field Office: <- ti
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro er owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The day of
m4rc-A 20 /S
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
,,?J,? ) d W. 1 65 %:-? t'C- /--
Print Property Owner's Name
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's Signature
cc: Mr. Kevin Martin
Soil & Environmental Consultants, PA
Industrial Park
\ ? ??- -- -:1-• y'`?-•=*--ar`";,.:.? i=ce i • ? ?pw - - '-- ._ - r ,-----. f?? . `j -_r?, ° ? -
f o v. "?
'1 Cerra ? I
r-
Project No. Figure 1 - USGS Topo Quad
11404
Project Mgr.: Franklin County HUB Soil & Environmental Consultants, PA
Debbie Edwards 11010 Raven Ridge Rd.- Raleigh, NC 27614
Franklin County, NC [phone] - [phone]
Scale: Web Page: www,SandEC.com
1* '= 2,000'
Louisburg Quadrangle
03/08/10

s.

. Mr #
.

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Project No. Figure 2 - USDA Soil Survey
11404

Project Mgr.: Franklin County HUB Soil & Environmental Consultants, PA
Debbie Edwa rds 11010 Raven Ridge Rd.• Raleigh, NC 27614
Scale: Franklin County
NC [phone] • [phone]
, Web Page: www,SandEC.com
1" = 2
000'
,
03/08/10 Sheet 10
Fc((wstem.
PROGRAM
April 8, 2010
Ronnie Goswick
Franklin County Economic Development Commission
112-D Wheaton Derive
Youngsville, NC 27596
Project: Franklin County HUB Site
Expiration of Acceptance: January 8, 2011
County: Franklin
This is a revised acceptance letter that replaces ones issued Januaryl4, 2010 and April 6, 2010. 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 oermits regulations or
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
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impact Tar-Pamlico 03020101 0 0 379 0.166 0 0 11,481 5,516
Credits Tar-Pamlico 03020101 0 0 758 0.332 0 0 34,443 8,274
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 Kelly Williams at [phone].
Sincerely, /2
L JZ1
dQ
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
James Lastinger, USACE-Raleigh
Martin Richmond, NCDWQ-Raleigh
Debbie Edwards, agent
File
RP.StDYGK?... ... Prot" our hate
®?n
RMEPIR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699.1652 / 919-715-0476 / www.nceep.net
0? w A T ?9 Michael F Easley. Governor
111 William G Ross Jr., Secretary
0 GY North Carolina Department of Environment and Natural Resources
j Coleen H Sullins. Director
Division of Water Quality
A Y
September 22, 2008
REVISED October 23.2008
Marty Stone
The Wooten Company
120 Bovlan Avenue
Raleigh, NC 27603
TBRR0408-192
Franklin County
BASIN:
Neusc River
(15A NCAC 213 .0233)
Tar-Pamlico x
05A NCAC 213.0259)
Project Name: Franklin County Airport Hub
Location. 'Directions: Site is located west of the Franklin Countv Airport, north of SR 1704. south of SR 1702.
USGS = Louisburg; MRCS Franklin County Sheet 10 (Louisburg):
Subject Stream: I'T to Cedar Creek
Date of Determination: August 6, 2008 and October 17, 2008
Feature(s) Vat Subject Stan ;a Stop a: Stream Soil Survey l ISGS
Subject Form Pts. Topo
A X Throughout- X X
Pond A - X X X
B i x DWQ Flag `start B' X
C X DWQ Flag `Start C' X
D + X Flag `SD171 End' X X
E X Throughout x X
X
G X -Flag 'Start TRB a(
H X
i j X
rti`ott: This buffer determination latter has been revised based on field re-cwaluuliun of the s•treunr jeattrres on the
pruperI . This revision accounts for a dream identified in the field, previous4, identified as feature (', which clues
not appear on either the C.'.SGS Topo ntap or the NRC'S Soil Sun?ev, and is not subject to the Tar River Basin Rules.
1 his feature has been identified as a stream in the field, is approximately depicted on the attached tnap.c, and is
cuhject to USA CE and DWQ permitting requirements.
f;xplanation: The feature(s) listed above has or have been located on the Soil Survey of Franklin County, North
Carolina or the most recent copy of the IJSGS 'Copographic map at a 1:24,000 scale. Each feature that is checked
-Not Subject" has been determined not to he a stream or is not present on the property Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
N rthCar hna
.Naturally
North Carolina DiN ision of WWf Oualth' Raleigh Regional Office Sutface Water Protection Phone [phone](X) t. tLstoaner Service
Internet h2o.enrstate.ncus 1628 Mail Sewvice Center Raleigh, N(-'2709-1628 I-AX [phone] 1-X77-623-6748
An Equal Opportundy{Affirmalwe Action Employer - Vk Recycled-10% Post Consumer Paper
Franklin County Airport Ilub
Franklin County
September 22, 2008 REVISED October 23. 2008
Page 2 of 2
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall he referred to the Director in writing c/o Cyndi Karolv , DWQ
Wetlands/401 knit, 2321 Crabtree Blvd., Raleigh. NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local. State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the (1S Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Martin Ric and
Lnviromn ntal Specialist
CC: Wetlands/ Stormwater Branch. 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
0-r
NorthCarolina
Jlatamally
North Carolina Division of Water Ouality Raleigh Regional Office Surface Water Protection Phone (91x) 70142011 Customer Service
Internet Qoenrstate.nc us 1628 Mail Service Center Raleigh, NC 276119-1628 FAX [phone]-623-e748
An Equal Opportunity!A15nnative Action Employer - 50% Recycled/10% Post Consumer Paper
4qu-0
1 1
Beverly Laves Perdue, Governor
Linda A. Carlisle, Secretary
Jeffrey J. Crow, Deputy Secretary
March 30, 2010
Debbie Edwards
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Office of Archives and History
Division of Historical Resources
David Brook, Director
Re: Franklin HUB Industrial Park, S&EC Project #11404, Youngsville, Franklin County, ER 06-3200
Dear Ms. Edwards:
Thank you for your letter of March 10, 2010, providing updated plans for the above project.
We are satisfied that the 200' vegetative buffer is established along the entire length of the northern boundary
of the HUB site and Cascine Plantation. However, we request that a landscaping plan be forwarded for our
review documenting the type of vegetation present or to be used within the buffer zone, which should include
a mixture of native plant materials and evergreens of various heights.
We also request plans for the treatment of the temporary access road on the northeastern boundary of the
HUB site. It appears from the master plan, dated June 16, 2009, that this road will extend north onto the
Casein Plantation parcel.
While no archaeological sites have been recorded in the project area, it appears to overlap the southern
boundary of the Casein Plantation National Register boundary. In his 1998 archaeological background report
for the widening of US 401, Kenneth Robinson notes that properties such as Cascine are likely to contain
significant historic archaeological remains.
Further, based on the topographic and hydrologic situation of the project area, there is a high probability that
prehistoric archaeological sites exist.
We recommend that a comprehensive survey be conducted by an experienced archaeologist to identify and
evaluate the significance of archaeological remains that may be damaged or destroyed by the proposed project.
Potential effects on unknown resources must be assessed prior to the initiation of construction activities.
Two copies of the resulting archaeological survey report, as well as one copy of the appropriate site forms,
should be forwarded to us for review and comment as soon as they are available and well in advance of any
construction activities.
;; ;i 6 tnt ,t aaaus Cwsafffflk PA
North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center. Raleigh NC 27699.461:' Telephone/Fox [phone]/807-6599
Page 1 of 1
Debbie Edwards
From: [e-mail]
Sent: Tuesday, March 23, 2010 9:50 AM
To: Debbie Edwards
Subject: Franklin County HUB
Follow Up Flag: Follow up
Flag Status: Red
Hi Debbie
In reference to your Franklin County HUB project in Youngsville, Franklin County (S&EC Project# 11404),
1 am ok with the methods used in the 2007 mussel survey conducted by John Alderman. I concur with his
No Effect determination for Tar River spinymussel and the Dwarf wedgemussel and recommend that the
project design incorporate stringent erosion and sedimentation control measures to protect water quality
in the project area.
Please let me know if you have additional questions regarding protected species on this project.
Dale Suiter
Endangered Species Biologist
U.S. Fish and Wildlife Service
P.O. Box 33726
Raleigh, NC 27636-3726
phone - 919-856-4520 ext. 18
fax - 919-856-4556
email - [e-mail]
4/12/2010
4D
Alderman Environmental Services, Inc.
March 28, 2007
PROJECT: Freshwater mussel survey for Franklin County; upcreek from SR-
1702; UT to Cedar Cr., Franklin County, NC
TARGET SPECIES: Federally listed endangered Tar River spinymussel (Elliptio
steinstansana) and dwarf wedgemussel (Alasmidonta heterodon)
BIOLOGIST: John Alderman
NCWRC Endangered Species Permit: NC - 2006 ES 09
U.S. FISH AND WILDLIFE SERVICE ES PERMIT: TE065756-0
STATION 20070327.1 j ma
LOCATION: UT Cedar Cr., Tar River Basin, Franklin County, North Carolina; from
SR-1702 (36.04468 N, 78.33523 W) to 100+ m upcreek from the proposed new road
crossing (36.03587 N, 78.34026 W); see associated map at end of report.
SURVEY DATE: March 27, 2007
SITE COMMENTS: Stream incised in many places - particularly in upper half of creek
reach surveyed (cutting down through clay in many places); Elliptio complanata present
throughout UT Cedar Creek reach surveyed
HABITAT:
WATERBODY TYPE: Creek
FLOW: Run, riffle, slack, pool
HABITAT (CONTINUED):
RELATIVE DEPTH:
DEPTH (%<2 FEET)
SUBSTRATE:
COMPACTNESS:
SAND/GRAVEL BARS:
WOODY DEBRIS:
BEAVER ACTIVITY:
WINDTHROW:
TEMPORARY POOLS:
CHANNEL WIDTH:
BANK HEIGHT:
BANK STABILITY:
BUFFER WIDTH:
RIPARIAN VEGETATION:
LAND USE:
PERCENT COVER:
WOODLAND EXTENT:
NATURAL LEVEES:
VISIBILITY:
WATER LEVEL:
WEATHER:
Very shallow
99
Clay, silt, sand, gravel, cobble, boulder, bedrock
(dominants in bold)
Normal and unconsolidated
Common
Average
Evidence (gnawed sticks)
Moderate
Present
4-7+ meters
1-2+ meters
Some erosion/undercutting to unstable
Wide
Wooded, shrub-brush
Natural, timber, rural
80
Extensive
At least one
Clear
Low
Sun-Cloud, hot
TECHNIQUES AND SURVEY TIME:
TECHNIQUES: Visual; tactile; batiscope
SURVEY TIME: 4.0 person hours
FRESHWATER MUSSELS:
Elliptio complanata - 216 live, 7 shells - presently considered a common species in
North Carolina
OTHER TAXA:
Corbiculd lumina - Common - exotic species
Campeloma decisum - Common throughout - a large native snail species
BIOLOGICAL DETERNUNATION:
No habitat is present for the Tar River spinymussel (creek too small for this
species). Therefore, the biological determination is No Effect.
If adequate erosion and sedimentation controls are implemented, then the
biological determination for the dwarf wedgemussel is no effect, relative to
direct impacts associated with the proposed road construction project.
Survey for Freshwater Mussels
UT to Cedar Creek, Franklin Co., NC
Franklin Co. Economic Development Commission
Cedar Creek

SR 1702
US 401
FRANKLIN COUNTY
SR 1703
D
Survey Start Location
* Survey Stop Location
® Proposed Road Crossing
//Roads
" // Streams
W Tributary Streams
5
0 0.8 Mites ?+
1r
U
oumy
PAOFMH CAROUN4 -
A.?2esrgrel, 7°t'i?t?,?(c ?ji??r ?uu„t,r,ify
Franklin County Planning & Inspections
215 E. Nash St.
Louisburg, NC 27549
Phone: [phone]
Fax: [phone]
www.franklincountync.us
NC DENR
Division of Water Quality
Attn: Cyndi Karoly, Supervisor
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
RE: DWQ Project # 10-0063
Franklin County HUB Site
Franklin County is in receipt of your correspondence for the review of DWQ Project #
10-0063 for the development of the Triangle North Franklin County HUB Site requesting
"...qualitative indirect and cumulative impact analysis for the project." Pursuant to our
meeting held on February 23, 2010, please be advised that all future development
associated with the HUB site will be subject to Franklin County Tar-Pamlico River
Basin: Stormwater Program and Ordinance for Nutrient Control as adopted on September
21, 2004.
All future developments within this project area will be required to adhere to state and
local regulations for nutrient control and subsequent stormwater management measures
(e.g. level spreaders, riparian buffer, bioretention, or constructed wetlands.) The overall
development will be limited to a maximum impervious surface area less than 24% which
will be enforced through restrictive covenants and recorded on the final plat, Stormwater
will be transported almost entirely through vegetated conveyances while methods such as
piped conveyances will be prohibited through the enforcement of covenants.
If you should have any questions or concerns, please feel free to contact myself at (919)
496-2909.
Sincerely,
47
Scott Hammerbacher, AICP
Planning & Inspections Director
s
1? m
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
50' Riparian o0
\ Buffer (Typ.) \ N1b -
Existing Stream (Typ.) - -
N \ `Limit of Disturbance (Typ.)\
0\
\
C)
O? V 1 \
,hoc
00 \
?b
Buffer Impact #1
Zone 1 1,231 S.F.
Zone 2 1,120 S.F. 511
/3Zai -
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
FRANKLIN COUNTY, NORTH CAROLINA DRAWING SCALE: DESIGNED DRAWN BY
1 "=50' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
1qj Consulting Engineers, Surveyors & Land Planners W.1 1 6
Southern Pines, North Corolino 28387
300 S.W. Brood Street, Sootherr Fines, North Caroline 28387 ISSUE DATE:
phone. [phone] - Fax: [phone]/10
HOBBS, UPCHURCH & ASSOC. H.\MC0602\800\810-CD\ADDENDUM\ADD CIV-2.DWG EDITED BY. FDW DATE: MAR2007 SCALE 1'-1
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
I
yes
x295 y •'ye \
Buffer Impact #2 p ti'
Zone 1 1,251 S. F. ?ej
Zone 2 873 S. F. ?: ,gyp °
?o \ \ 1
296 ?
Limit of Disturbance (Typ.)
50' Riparian
?I Buffer (Typ.) 1
Existing Stream (Ty
9 P) ? 1 1
1 A
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
FRANKLIN COUNTY, NORTH CAROLINA DRAWING SCALE: DESIGNED DRAWN BY
1 "- 5O' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
Consulting Engineers, Surveyors & Land Planners W-2 2 6
Southern Pines, North Carolina 28387
300 S.N. Brood Street, Southern Pines, Nortn Carolina 28387 ISSUE DATE:
Phone: [phone] - Fax: [phone]/10
HOBBS, UPCHURCH & ASSOC. H:\MC0602\800\810-CD\ADDENDUM\ADO CIV-2.DWG EDITED BY: FDW DATE: MAR2007 SCALE: 1'-1'
50
GRAPHIC SCALE
25 50 100
( IN FEET )
1 inch = 50 ft.
Y
I
I
O \\
o°
,t
Roadway Fill @ Culvert No. 2
395 SF of Permanent Wetland
Impact #3 0.0091 Ac.
177 SF of Temporary Wetland
Impact #3 0.0041 Ac.
200
50' Riparian
Buffer (Tyr).)
Buffer Impact #3
Zone 1 7,188 S. F.
J
Zone 2 4,205 S. F.
l '
o° Existing Stream (Typ.)
0' 'Existing: /
°Wetland /
'Existing... 7
Wetland A /
' Culvert No. 2
\120 LF of Stream Impact #3`
300 SF
Limit of Disturbance (Typ.) 0.00691 Ac.
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
FRANKLIN COUNTY, NORTH CAROLINA DRAWING SCALE: DESIGNED DRAWN BY
1 "_ 50 ? TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
Consulting Engineers, Surveyors & Land Planners W-3 3 6
Southern Pines, North Carolina 28387
300 S.W. Broad Street, So,thern Pines, Norte Cmolina 28387 ISSUE DATE:
Phone. [phone] - Fox: [phone] 04/01/10
HU-, U-11 -H & ASSOC. H:\MD0602\800\81D-CD\ADDENDDM\ADD CIV-2.DWG EDITED BY'. FDW DATE: MAR2007 SCALE: 1"-t'
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
Roadway Fill @ Culvert No. 4
2,558 SF of Permanent Wetland
\ Impact #4 0.0587 Ac.
\ - 637 SF of Temporary Wetland
Impact #4 0.0146 Ac.
\ A- _ -- Culvert No. 4
_ 124_ LF of Stream Impact #4
Limit of Disturbance (Typ.) 626 SF "
` - -0:0 1-44 Ac.
,,.. _._ Faso N
N O
Existing Wetland rn o
? rl ?\
o\\
-11 tT
Existing Wetland'" 40
Existing Stream (Typ.)
\ 50' Riparian
Buffer Impact #4 \ Buffer (Typ.)
Zone 1 6,931 S.F. 1
Zone 2 4,430 S. F. DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
DRAWING SCALE: DESIGNED DRAWN BY
FRANKLIN COUNTY, NORTH CAROLINA 1 "=50' TFW TFW
Hobbs, Upchurch & Associates, PA. DRAWING SET NO.: SHEET OF
1qj Consulting Engineers, Surveyors & Land Planners W-4 4 6
Southern Pines, North Carolina 28387
300 S.A! Broad Street, Southern Pines, North Carolina 28387 ISSUE DATE:
Phone: [phone] - Fox: [phone] 04/01/10
HOBBS. UPCHURCH k ASSOC. H:\MC0602\800\810-CD\ADDENDUM\ADD CIV-2. DWG EDITED BY: FDW DATE: MAR2007 SCALE: 1'=1'
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
50' Riparian
Buffer (Typ.)
2 \\ \
<°O ?30' 20'
Zone 1 Zone 2
°?e Culvert No. 5
114 LF of Permanent Stream Impact #5
Impact #5 1,320 SF, 0.0303 Ac.
42 LF of Temporary Stream Impact #5
Impact #5 749 SF, 0.0172 Ac.
°
K
Buffer Impact #5A Road
Zone 1 8,637 S.F.
/ Zone 2 5,003 S.F.
Limit of Disturbance (Typ.)
XXX
Buffer Impact #5B Bypass Channel
\Zone 1 504 S. F.
Zone 2 332 S. F.
23 ?
\ 1
`` / 3Js
?JJ
rv \ v \
Existing Stream (Typ.) ?JSN ` ? o0
oDESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
FRANKLIN COUNTY, NORTH CAROLINA DRAWING SCALE: DESIGNED DRAWN BY
1 "_ 50' TFW TFW
Hobbs, Upchurch & Associates, P.A. DRAWING SET NO.: SHEET OF
Consulting Engineers, Surveyors & Lond Plonners W-5 5 6
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387 ISSUE DATE:
Phone. [phone] - Fax: [phone]/10
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
Existing Wetland (Typ.)
Limit of Disturbance (Typ.)
...........
\ \
o° q
°°
232 ho
2
Roadway Fill © Culvert No. 6
2,766 SF of Permanent Wetland
Impact #6 0.0635 Ac.
731 SF of Temporary Wetland
Impact #6 0.0168 Ac.
DESCRIPTION;
FRANKILN COUNTY IMPACT MAP
MUNICIPAL AIRPORT
FRANKLIN COUNTY, NORTH CAROLINA DRAWING SCALE: DESIGNED DRAWN BY
Hobbs, Upchurch & Associates, PA. 1 =50 TFW TFW
Consulting Engineers, Surveyors & Land Planners DRAWING SET NO.: SHEET OF
Southern Pines, North Carolina 28387 W-6 6 6
300 S.W. Brood Sheet, Southem Pines, No,lh Carolino 28387 ISSUE DATE:
Phone: [phone] - Pox: [phone] 04/01/10
--- a 11-1. n: ?mwoU??oUU ?a I U-U\1U 1-M\AUU --[.C- LU11- - fUW LAIL: MAR2007 SCALE: 1-=1

HUB Road, Franklin Co.
Level Spreader Locations
Level Spreader Outlet 7
Level Spreader Outlet 8
Level Spreader Outlet 9
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Bioretention Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important operation and maintenance procedures:
- Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
- Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
- Heavy equipment will NEVER be driven over the bioretention cell.
- Special care will be taken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problems: How I will remediate the problem:
The entire BMP Trash/debris is resent. Remove the trash/ debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
bioretention cell erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe, The pipe is clogged (if Unclog the pipe. Dispose of the
stone verge or swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or Remove sediment and clogged
covered in sediment (if stone and replace with clean stone.
applicable).
Form SW401-Bioretention O&M-Rev.3 Page 1 of 4
BMP element: Potential problems: How I will remediate the problem:
The pretreatment area Flow is bypassing Regrade if necessary to route all
pretreatment area and/or flow to the pretreatment area.
flies have formed. Restabilize the area after grading.
Sediment has accumulated to Search for the source of the
a depth greater than three sediment and remedy the problem if
inches. possible. Remove the sediment and
restabilize the pretreatment area.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand.
The bioretention cell: Best professional practices Prune according to best professional
vegetation show that pruning is needed practices.
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Tree stakes/wires are present Remove tree stake/ wires (which
six months after planting. can kill the tree if not removed).
The bioretention cell: Mulch is breaking down or Spot mulch if there are only random
soils and mulch has floated away. void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are Determine the extent of the clogging
clogged with sediment. - remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off-site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
_possible.
An annual soil test shows that Dolomitic lime shall be applied as
pH has dropped or heavy recommended per the soil test and
metals have accumulated in toxic soils shall be removed,
the soil media. disposed of properly and replaced
with new planting media.
Form SW401-Bioretention O&M-Rev.3 Page 2 Of 4
BMP element: Potential problems: How I will remediate the problem:
The underdrain system Clogging has occurred. Wash out the underdrain system.
(if applicable)
The drop inlet Clogging has occurred. Clean out the drop inlet. Dispose of
the sediment off-site.
The drop inlet is damaged Repair or replace the drop inlet.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Bioretention O&M-Rev.3 Page 3 Of 4
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Triangle North Franklin Industrial Park Access Road
BMP drainage area number:Bioretention Basins for Outlets 1, 2, 4, & 6
Print name: Timmy Barnes
Title: Executive Director - triangle North
Address: PO Box 709. 1724 Graham Avenue Henderson NC 27536
Phone: [phone]
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, , a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this
day of , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Form SW40 I -Bioretention I&M-Rev. 2 Page 4 of 4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/ debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of an sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3
BMP element: Potential problem: How I will remediate the problem:._.
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
i The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Qualitv local Regional Office, or the
outlet. 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip. Restored Riparian Buffer O&M-Rev-3 Page 2 of 3
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Trian le North Franklin Industrial Park Access Road
BMP drainage area number:Level Spreaders for Outlets 8 10, & 1 I
Print name:Timm Ba es
Title: Executive Director - Triangle North
Address:PO Box 709',1724 Graham Avenue Henderson NC 27536
Phone: [phone]
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, , a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this
day of , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3
Calculations
Franklin County Hub Road
Connection Road - US 401
To Franklin County Municipal Airport
Phase 2
Hobbs, G'pchurch & Associates, P.A.
Consulting Engineers
drainage calculation cover 11:13 AM on Date: 4/1/2010 Page 1 of 1
Precipitation Frequency Data Server

POINT PRECIPITATION Grp
FREQUENCY ESTIMATES z
FROM NOAA ATLAS 14 W"-' North Carolina 36.0275 N 78.3317 W 318 feet
from "Recipitation-Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonnin. D. Martin, B. Lin. T. Pam'bok. M.Yekta. and D. Riley
NOAH, National Weather Service. Silver Spring, Maryland. '004
Lxtracted: Wed Feb 24'010
Confidence Emits, Seasonality Location Maps. O#w Info. GIS data Maps Does
Precipitation Frequency Estimates (inches)
1R1
* S a 10
a 15
o i0
o 60
o ff12
3 hr
6 hr
4
7 d 0
-
?
d 20

d
'

d 5

d 0

d
mm mm ?
a a a a a
o 0.65 0.81 I.I1 1.39 T 64 1.74 2.08 2.45 2.89 3.36 3.76 4.37 4.98 6.67 8.28 10.51 12.62
0.47 0.75 0.95 1.31 1.64 1.94 2.06 2.47 2.90 3.49 4.04 4.52 5.21 5.93 7.88 9.74 12.33 14.75
0 0.53 0.85 108 1.54 1.97 2.35 2.51 3.01 3.55 4.39 5.05 5.59 6.38 7.15 9.35 11.38 14.17 16.75
Fl 07 060 0.96 1?2 l.',7 2.30 2.78 EE 3.59 4?7 S.Ik 5.86 6.44 7.30 8.12 10.53 12.65 15.60 1829
25 0.67 1.07 1.36 2.01 2.67 3.28 3.56 4.29 8.14 6.11 6.96 7.62 8.59 9.44 12.12 14.34 17.47 20.29
50 0.73 1.16 1.47 2.21 3.(>U 3.73 4.09 4.95 5.97 6.92 7.85 8.58 9.61 10.48 13.38 15.65 18.90 21.80
100 0.78 1.24 1.56 2.39 3.29 4.17 4.61 5.61 6.80 7.77 8.77 9.56 10.67 11.55 14.66 16.96 20.32 23.25
200 0.82 1.30 1.65 2.56 3.59 7462-] F5 .16 6.30 7.70 8.66 9.74 10.59 11.78 12.65 15.97 18.27 21.72 24.69
500 0.87 1.38 1.74 2.76 3.96 5.21 5.89 7.24 8.95 9.91 I.10 12.02 13.30 14.16 17.76 20.04 23.57 26.56
1000 0.92 L45 1.82 2.94 4.29 5.75 6.58 8.14 10.15 10.92 12.19 13.17 14.52 15.35 19.17 21.39 24.98 27.97
' These precipitation frequency estimates are based on a partial duration series. AM is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Dccwrient for more information. NOTE: Formatting forces estimates near zero to appear as zero.
* Upper bound of the 90% confidence in
Precipitation Frequency Estimates (inc
ARI** 10 15 3 120 ?3 ?6 12 24 4
--?F7 ---1 -
(years) min mtn 11 mtn 11 -in 11 mm mrn hr hr hr 11 hr hr 11 hr day terval
hes)
7 10 20 30 45
- ]F--1FF--?FF760
day day 11 day 11 day day 11 day
?l 0.45 0.71 0.89 1.22 1.52 1.80 1.93 2.31 2.70 3.10 3.60 4.01 4.65 5.29 7.07 8.74 11.06 13.23
0.51 0.82 1.03 1.43 1.79 2.12 2.28 2.73 3.19 3.75 4.33 4.81 5.56 6.30 8.35 10.29 12.96 15.45
0.58 0.93 1.18 1.67 2.15 2.57 2.77 3.32 3.91 4.72 5.41 5.95 6.79 7.60 9.91 12.02 14.91 17.54
10 0.66 I.OS 1.33 1.93 2.51 3.04 3.29 3.95 4.68 5.49 6.27 6.86 7.78 8.62 11.15 13.37 16.41 19.16
25 0.73 1.17 1.48 2.19 2.91 3.58 3.91 4.71 5.62 6.57 7.46 8.12 9.15 10.03 12.83 15.16 18.38 21.27
® 0.79 1.26 1.60 2.41 3.26 4.08 4.49 5.43 6.51 7.44 8.41 9.14 10.25 11.15 14.18 16.56 19.89 22.87
100 0.85 1.34 1.70 2.60 3.59 4.55 5.06 6.14 7.41 8.36 9.41 10.20 11.40 12.31 15.56 17.96 21.41 24.43
200 0.90 1-42 1.79 2.79 3.92 504
-1 5.66 6.89 8.39 9.33 10.47 11-32 12.61 13.51 16.98 19.39] F22-92 F25-97
500 0.95 1.51 1.90 3.02 4.33 5.68 6.46 7.93 F97 5 10.70 11.97 12.88 14.28 15.16 18.95 21.31 24.95 28.00
1000 101 L58 L99 3.22 4.70 6.29 7.25 8.94 11.07 11.82 13.19 14.15 15.63 16.47 20.50 22.81 26.51 29.55
The upper bound of the confidence interval at 90% confidence level is the value which 5% of the simulated quantle values for a given frequency are greater than.
"These precipitation frequency estimates are based on a partial duration series. AM is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)

]FF15
SRI** 5 10 - 30 60 120 3 6 12 24 48 L4JFd 7 10 2 0 30 45 60 I 11 11 yemin
I 11 11 11 11 in min min in in hr hr hr hr hr ay day 11 day 11 day 11 day 11 day
=i 0.37 0.60 0.75 1-02 1-27 1.49 158 L89 2.24 2.70 3.74 F3-52-1 F4 10 4.67 6.30 7.84 10.01 12.04
0 0.4 3 0.69 0.87 1.20 151 1.77 1.88 2.25 2.67 3.26 3.79 4.23 4.89 5.57 7.44 9.24 11.73 14.06
0 0.49 0.78 0.99 I.41 I. BI 2.14 2 ? 2.73 3.25 4.10 4.73 5.23 5.98 6.71 8.83 10.78 13.47 15.95
10 Q55 0.88 1.12 1.62 2.l I 2.53 2.71 3.26 3.89 4.76 5.46 6.02 6.83 Z61 9.92 I L96 14.81 17.40
25 O.bl 0.97 F1 24 1.83 2.44 2.96 3.21 3.87 4.65 5.67 6.47 7.09 8.00 8.81 11.38 13.53 16.55 19.27
50 0.66 I.OS 1.33 2.00 2.71 3.35 3.66 4.43 5.36 6.39 7.26 7.95 8.92 9.76 12.53 14.73 17.87 20.67
100 0.70 1.11 F14-11 F2 15 2.97 3.72 4.09 4.97 6.04 7.14 8.09 8.82 9.87 10.71 13.68 15.92 19.15 22.00
200 0.74 117 147 2.29 3.21 4.09 4.54 5.53 6.77 7.91 8.93 9.72 10.84 11.69 14.84 17.10 20.41 23.31
500 0.78 1.23 1.54 2.45 3.52 4.57 5.13 6.28 7.74 8.99 10.09 10.95 12.16 13.00 16.40 18.65 22.05 25.00
1(100 0.81 L27 1.60 2.59 3.78 5.00 5.67 6.96 8.64 9.83 11.00 11.92 13.19 14.03 17.61 19.84 23.30 26?5
! he lower bound of the confidence interval at 90% confidence level is the value which 5% of the simulated quantile values for a given frequency are leas than.
These precipitabon frequency estimates are based on a partial duration maxima senes. ARI is the Average Recurrence Interval.
Page 1 of 3
Return to State Map
http:llhdsc. nws. noaa.gov/cgi-binlhdsc/buildout. perl?type=pf&units=us&senes=pd&statena... 2/24/2010
Permit Number:
(to be provided by DWQ)
C??F. W AT?AOG
r
*A O T
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /I/) must be printed, filled out and submitted along with all of the required information.
t. ,
Project name Franklin County Hub Road
Contact name Tom Wanko
Phone number 910.692-5616
Date February 24, 2010
Drainage area number #1

Site Characteristics
Drainage area 551,470 ft2
Impervious area 23,718 ft2
Percent impervious 4.3% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth 0.41 in
1-yr, 24-hr intensity 3.67 in/hr
Pre-development 1-yr, 24-hr peak flow 13.940 ft3/sec
Post-development 1-yr, 24-hr peak flow 15.130 ft3/sec
Pre/Post 1-yr, 24-hr peak control 1.190 ft3/sec
Storage Volume: Non-SA Waters
Minimum volume required 4,077.0 ft3
Volume provided 4,173.0 ft3
Storage Volume: SA Waters
1.5" runoff volume ft 3
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In-situ soil:
Soil permeability
Planting media soil.,
Soil permeability
Soil composition
% Sand (by weight)
% Fines (by weight)
% Organic (by weight)
12 inches
1.00 ft
4,623.0 ft2
ft
ft
ft
12 hr
36 hr
48 hr
in/hr
1.00 in/hr
85%
10%
Fg6
OK
OK
OK
OK
OK
OK
OK
OK
OK
Total: 100%
Phosphorus Index (P-Index) of media 10 (unitless) OK
Form SW401-eioretention-Rev.8
July 30, 2009
Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
312.00 fmsl
Y (Y or N)
N (Y or N)
311 fmsl
4 inches
309 fmsl
2ft
4ft
OK
OK
Y (Y or N)
How many clean out pipes are being installed? 6 OK
What factor of safety is used for sizing the underdrains? (See 2 OK
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and 1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required 304 fmsl
SHWT elevation Unknown fmsl
Distance from bottom to SHWT #VALUE! ft
Internal Water Storage Zone (IWS)
Does the design include IWS N (Y or N)
Elevation of the top of the upturned elbow fmsl
Separation of IWS and Surface 311 ft
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(flinches gravel followed by 3-5 It of grass)
Grassed Swale
Forebay
Other
Y (Y or N) OK
#VALUE!
N (Y or N) Excess volume must pass through filter.
ft
N (Y or N) Show how flow is evenly distributed.
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
insufficient inlet velocity unless energy dissipating devices are
NA ft/sec being used.
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
X OK
Form SW401-Bioretention-Rev.8 Parts I and II. Design Summary, Page 2 of 2
Jury 30, 2009
Permit No:
(to be assigned by DWQ)
REQUWD ltW CK-O..K
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
-rclo OF-6 Z 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
Tt,J ?F -O 'L 2. Plan details (1" = 30' or larger) for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build-out,
Off-site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
c? Indicate the P-Index between 10 and 30
T? J 1?F' t 3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers [ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
_To 'Pr OIL, I- ?
G.- 6,1.'5
.Tw pt=_I
li w D? -?
'TP-.i
TN - V0
T_
Form SW401-Bioretention-Rev.7
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting sal and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, % fines, % organic), and
P-index.
5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations (including underdrain calculations, if applicable).
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10. A copy of the deed restriction.
Part III, Page 1 of 1
Bioretention Area Supporting Calculations
Area - #1

.
. 23,718 SF 0.54 Acres

Oil
NPAORWO 0.00%
4.30%
0.30
Post-develo ment Run-off ent 0.33
.;?,
0 F7
xiift 1.0 in
I
EEE 3.67 in/hr
! 2flour (Q)
f? _ &i*A, Q 13.94 ft /sec
Pc ?e+r rtr 1.tnr, 24-W pipit Asw (4
Q Q W 15.13 ft /sec
Stora a Volumes: Non SR Waters Calculations
A (?)f
RV 0.089
regta> '1 " FW tfir" 41.
? 4076.64 ft

Tw pwrvey we w 4623
1attat? RW ar+elt: 3722
-
-
'
, 4173 ft
?
Basin Structure Calculations

(Y or 10
C eanouts _ sed Y

*Ah
orictt'
Surfaces Ar es 4077 1 feet
Aotual size 4623
Landscaping Requirements
Bashi in aches • 4110a0 NA Minimum Trees/Shrubs Required
1 Cieanoutll jot 8asi 4.623 Required
6 Provided
Underdrains
In-Situ soil b ft in/hr
Underdrains R Erect:... Yes

Calculations
ost ment Flow- 15.13
ft'/sec
ro hness coefficient n= 0.011
slope S= 0.50%
Overall meter - 3.78
Peak Inflow Calculations
,. _
551,470 SF
5
12.66 Acres

Ares 0 SF 0.00 Acres

e
Underdrain formula.
Table 5.1 SUP Manua!
4" ?nderdrains Required,
2
Bioretention Area Supporting Calculations
Area - #1
Intensi Calculations
Tl ;40P% StDrRrr 5.11 inches
read' aitad?ed chart
Time of Concentration Calculations

feet
CbW minutes

10 r Peak Intensity Calculations
1 0.60 inches

''
by- rosoft
j

ytc min " min ?r .
. ()W
din
5.37
inches/hour
1 Peak Intensity Calculations
0.41 inches
b read attached art
on 3.67 inches/hour
uft L ft., L
ra 1205
-:? : fik W 42
Tilt of » It,*
6.70

?,?1N t12@ feet
Hub Road - Phase Z
Diffuse Swale Calculations
Bypass Swale No. 1
Qto=CIA C= 0.33 1= 7.2 A= 12.66 Q10 = 30.08 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for .................... . Depth of Flow
Flowrate ........................ 30.0800 cfs
Slope ........................... 0.0227 ft/ft
Manning's n .................. ... 0.0200
Height .......................... 2.0000 ft
Bottom width ................ .... 0.0000 ft
Left slope ..................... . 0.2000 ft/ft (V/H)
Right slope ................... .. 0.2000 ft/ft (V/H)
Computed Results:
Depth ........................... 0.9475 ft
Velocity ........................ 6.7146 fps
Full Flowrate ................ ... 220.9805 cfs
Flow area ..................... .. 4.4887 ft2
Flow perimeter ............. ..... 9.6626 ft
Hydraulic radius ........... ..... 0.4645 ft
Top width ..................... .. 9.4749 ft
Area ............................ 20.0000 ft2
Perimeter ..................... .. 20.3961 ft
Percent full ................... . 47.3746%
channel calculator for permanent grass swale
Given Input Data: Computed Results:
Shape ........................... Trapezoidal Depth ........................... 1.1687 ft
Solving for ..................... Depth of Flow Velocity ........................ 4.4131 fps
Flowrate ........................ 30.0800 cfs Full Flowrate ................. .. 126.2746 cfs
Slope ........................... 0.0227 ft/ft Flow area ....................... 6.8297 ft2
Manning's n .................. ... 0.0350 Flow perimeter ............. ..... 11.9188 ft
Height .......................... 2.0000 ft Hydraulic radius ........... ..... 0.5730 ft
Bottom width ................. ... 0.0000 ft Top width ...................... . 11.6873 ft
Left slope ...................... 0.2000 ft/ft (V/H) Area ............................ 20.0000 ft2
Right slope ..................... 0.2000 ft/ft (V/H) Perimeter ...................... . 20.3961 ft
Percent full ................... . 58.4366%
Temporary Liner Design
T=vds
Permissible Unit Shear Stress, Td
Lining Type Ibs/ft.2
t= Shear Stress in Ibs/ft.2
y= Unit weight of water 62.4 Ibs/ft.3
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.95 ft.
S= 0.0227 ft./ft.
t= 1.35 lb/ft.2
Lining Required: S75 Straw w/ net
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
Permit Number:
(to be provided by DWQ)
v??? NarF9o
J y
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part I//) must be printed, filled out and submitted along with all of the required information.
Project name Franklin County Hub Road
Contact name Tom Wanko
Phone number 910-692-5616
Date March 3, 2010
Drainage area number #2
111l, tON
Site Characteristics
Drainage area 27,906 ft2
Impervious area "m 10,500 ft
Percent impervious 37.6% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth 0.41 in
1-yr, 24-hr intensity 4.92 in/hr
Pre-development 1-yr, 24-hr peak flow 0.950 ft'/sec
Post-development 1-yr, 24-hr peak flow 1.660 ft'/sec
Pre/Post 1-yr, 24-hr peak control 0.710 ft'/sec
Storage Volume: Non-SA Waters
Minimum volume required 904.0 ft3
Volume provided 908.0 ft'
OK
Storage Volume: SA Waters
1.5" runoff volume ft'
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0 ft'
Volume provided ft3
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In-situ soil:
Soil permeability
Planting media soil:
Soil permeability
Soil composition
% Sand (by weight)
% Fines (by weight)
% Organic (by weight)
12 inches
1.00 ft
1,087.0 ft' ft
ft
ft
OK
Phosphorus Index (P-Index) of media
Form SW401-Bioretention-Rev.8
July 30, 2009
OK
12 hr OK
36 hr OK
48 hr
in/hr
1.00 in/hr OK
85% OK
10% OK
5% OK
Total: 100%
10 (unitless) OK
Parts I and 11. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation 295.00 fmsl
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting elevation (top of the mulch or grass sod layer) 294 fmsl
Depth of mulch 4 inches OK
Bottom of the planting media soil 292 fmsl
Planting media depth 2 ft
Depth of washed sand below planting media soil 4 ft
Are underdrains being installed? Y (Y or N)
How many clean out pipes are being installed? 4 OK
What factor of safety is used for sizing the underdrains? (See 2 OK
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and 1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required 287 fmsl
SHWT elevation Unknown fmsl
Distance from bottom to SHWT #VALUE! ft #VALUE!
Internal Water Storage Zone (IWS)
Does the design include IWS N (Y or N)
Elevation of the top of the upturned elbow fmsl
Separation of IWS and Surface 294 ft
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the Y (Y or N) OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed N (Y or N) Excess volume must pass through filter.
through a vegetated filter?
What is the length of the vegetated filter? ft
Does the design use a level spreader to evenly distribute flow.. NN (Y or N) Show how flow is evenly distributed.
Is the 8MP located.,at 1,99st 30 feet from surface waters (50 feet if Y (Y or N) OK
SA waters)?
Is the BMP localed at least 100 feet from water supply wells? Y (Y or N) OK
Are the vegetated side slopes equal to or less than 3:1? Y (Y or N) OK
Is the BMP located in a proposed drainage easement with access Y (Y or N) OK
to a public Right of Way (ROW)?
Insufficient inlet velocity unless energy dissipating devices are
Inlet velocity (from treatment system) ft/sec
NA being used.
Is the area surrounding the cell likely to undergo development in N (Y or N) OK
the future?
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized? Y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8inches gravel followed by 3-5 ft of grass)
Grassed swale X OK
Forebay
Other
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and II. Design Summary, Page 2 of 2
Permit No:
(to be assigned by DWQ)
11 RAW R N S CNECKLIS
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
-r 5 V.) OF -0-3
-" D?--U3

I N ? (zvcace Sj
Nip, Trt D F A
I?w 7i'"
.TF V-)
Tr
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build-out,
Off-site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
Indicate the P-Index between 10 and 30
3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers (ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsi). Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, % fines, % organic), and
P-index.
5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations (including underdrain calculations, if applicable).
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10. A copy of the deed restriction.
Form SW401 -Bioretention-Rev. 7 Part III, Page 1 of 1
Bioretention Area Supporting Calculations
Area - #2
Peak Inflow Calculations
Drainage Area A 27,906 SF 0.64 Acres
Pre-development Impervious Area 0 SF 0.00 Acres
Post-development Impervious Area 10,500 SF 0.24 Acres
Pre-development Impervious Percentage 0.00%
Post-development Impervious Percentage 37.63%
Pre-development Run-off Coefficient C 0.30
Post-development Run-off Coefficient C 0.53
alnfall Depth Rd 1.0 in
1 , 24 hr rainfall intensity 1 4.92 in/hr
Pre-development 1-yr, 24-hr peak flow (Q)
Q = C`I'A Q 0.95 ft /sec
Post-development 1-yr, 24-hr peak flow (Q)
Q = C'I'A Q ¦ 1.66 ft /sec
Storage Volumes: Non SR Waters Calculations
DA
'
(ac))
(impervious (acY
Rv = .05+.9
Rv =
0.389
Volume required = 3630 " Rd ' Rv ' A
l
Vo 903.78 ft
Volume provided
Temporary pool area 1087
Bottom pool area 729
=F V 908 ft
Basin Structure Calculations
Cleanouts Used Y or Y
P
di D
th
Minimum Surface Area ( 904 on
ep
1 feet
Actual Size ft 1087
Landscaping Requirements
Minimum Trees/Shrubs Required
Required
Provided
Underdrains
In-Situ soil permeability
in/hr
Calculations Underdrain Formula
Post Development ow = 1.66 ft'/sec D=(16 (10'Q)'n/(( )^0.05))^(3/8)
roughness coefficient n= 0.011 Table 5-1 BMP Manual
Slope S= 0.50% 4" Underdrains Required
verall Diameter D= 1.65 2
Bioretention Area Supporting Calculations
Area - #2

Intensity Calculations
Finding The 10yr, 24-hr Storm: 5.11 inches
reading attached chart

Time of Concentration Calculations
draulic Length (ft.), L 500 feet
Change in Elevation ft.), H 24 feet
Time of Conc.: T,=

8 5.00 minutes
=(L'IH).
5/128

10 r Peak Intensity Calculations
Finding The 10yr, Tc 0.60 inches
b reading attached chart

min `60 min/hr
din It
7.20
inches/hour

1 r Peak Intensity Calculations
Finding The 1yr, @Tc 0.41 inches
b reading attached chart
d in tc min)"60 min/hr 4.92 inches/hour

Hub Road - Phase 2
Diffuse Swale Calculations
Bypass Swale No. 2
Qlo=CIA C= 0.53 1= 7.2 A= 0.64 010 =
2.44 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for ................... .. Depth of Flow
Flowrate ........................ 2.4400 cfs
Slope ........................... 0.1000 ft/ft
Manning's n .................. ... 0.0200
Height .......................... 2.0000 ft
Bottom width ................ .... 0.0000 ft
Left slope ...................... 0.3300 ft/ft (V/H)
Right slope .................... . 0.3300 ft/ft (V/H)
Computed Results:
Depth ........................... 0.3400 ft
Velocity ........................ 6.9659 fps
Full Flowrate ................. .. 275.1508 cfs
Flow area ...................... . 0.3503 ft2
Flow perimeter .............. .... 2.1698 ft
Hydraulic radius ............ .... 0.1614 ft
Top width ...................... . 2.0605 ft
Area ............................ 12.1212 ft2
Perimeter ...................... . 12.7642 ft
Percent full .................... 16.9993%
channel calculator for permanent grass swale
Given Input Data: Computed Results:
Shape ........................... Trapezoidal Depth ........................... 0.4194 ft
Solving for ..................... Depth of Flow Velocity ........................ 4.5783 fps
Flowrate ........................ 2.4400 cfs Full Flowrate ................ ... 157.2290 cfs
Slope ........................... 0.1000 ft/ft Flow area ..................... .. 0.5330 ft2
Manning's n ................... .. 0.0350 Flow perimeter ............. ..... 2.6765 ft
Height .......................... 2.0000 ft Hydraulic radius ........... ..... 0.1991 ft
Bottom width .................. .. 0.0000 ft Top width ...................... . 2.5417 ft
Left slope ...................... 0.3300 ft/ft (V/H) Area ............................ 12.1212 ft2
Right slope ..................... 0.3300 ft/ft (V/H) Perimeter ...................... . 12.7642 ft
Percent full ................... . 20.9687%
Temporary Liner Design
T=vds
Permissible Unit Shear Stress, Td
Lining Tvoe Ibs/ft.2
t= Shear Stress in Ibs/ft.2
y= Unit weight of water 62.4 Ibs/ft.3
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.34 ft.
S= 0.10 ft./ft.
t= 2.12 lb/ft.2
Lining Required: P300 Polypropylene
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
Hub Road - Phase 2
Diffuse Swale Calculations
Swale No. 3
Qto=CIA C= 0.55 1= 7.22 A= 0.48
Quo = 1.90 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for .................... . Depth of Flow
Flowrate ........................ 1.9000 cfs
Slope ........................... 0.0357 ft/ft
Manning's n .................. ... 0.0200
Height .......................... 2.0000 ft
Bottom width ................ .... 0.0000 ft
Left slope ...................... 0.2500 ft/ft (V/H)
Right slope .................... . 0.5000 ft/ft (V/H)
Computed Results:
Depth ........................... 0.3775 ft
Velocity ........................ 4.4439 fps
Full Flowrate ................... 162.0583 cfs
Flow area ..................... .. 0.4276 ft2
Flow perimeter ............. ..... 2.4007 ft
Hydraulic radius ........... ..... 0.1781 ft
Top width ...................... . 2.2651 ft
Area ............................ 12.0000 ft2
Perimeter ...................... . 12.7183 ft
Percent full ................... . 18.8758%
channel calculator for permanent grass swale
Given Input Data: Computed Results:
Shape ........................... Trapezoidal Depth ........................... 0.4657 ft
Solving for ..................... Depth of Flow Velocity ........................ 2.9207 fps
Flowrate ........................ 1.9000 cfs Full Flowrate ................... 92.6047 cfs
Slope ........................... 0.0357 ft/ft Flow area ..................... .. 0.6505 ft2
Manning's n ..................... 0.0350 Flow perimeter ............. ..... 2.9613 ft
Height .......................... 2.0000 ft Hydraulic radius ........... ..... 0.2197 ft
Bottom width ................. ... 0.0000 ft Top width ....................... 2.7940 ft
Left slope ...................... 0.2500 ft/ft (V/H) Area ............................ 12.0000 ft2
Right slope .................... . 0.5000 ft/ft (V/H) Perimeter ...................... . 12.7183 ft
Percent full . ................... . 23.2833%
Temporary Liner Design
T=vds
Permissible Unit Shear Stress, Td
Lining Tvoe Ibs/ft.z
t= Shear Stress in Ibs/ft.2
y= Unit weight of water 62.4 Ibs/ft.'
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.38 ft.
S= 0.0357 ft./ft.
t= 0.85lb/ft.2
Lining Required: S75 Straw w/ net
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
Permit Number:
(to be provided by DWQ)
W.4 rF
9
;? O
LT X. WA
AVA.
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT WORMATKM
Project name Franklin County Hub Road
Contact name Tom Wanko
Phone number 910-692-5616
Date March 3, 2010
Drainage area number 44
0.OE t TIQIQ
Site Characteristics
Drainage area 670,387 ft2
Impervious area 28,329 ft2
Percent impervious 4.2% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth 0.41 in
1-yr, 24-hr intensity 3.69 in/hr
Pre-development 1-yr, 24-hr peak flow 17.010 ft3/sec
Post-development 1-yr, 24-hr peak flow 18.450 ft3/sec
Pre/Post 1-yr, 24-hr peak control 1.440 ft3/sec
Storage Volume: Non-SA Waters
Minimum volume required 4,918.0 ft3
Volume provided 4,986.0 ft3 OK
Storage Volume: SA Waters
1.5" runoff volume ft3
Pre-development 1-yr, 24-hr runoff ft 3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 12 inches OK
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 5,422.0 ft2 OK
Length: ft
Width: it
-or- Radius ft
Media and Soils Summary
Drawdown time, ponded volume 12 hr OK
Drawdown time, to 24 inches below surface 36 hr OK
Drawdown time, total: 48 hr
In-situ soil:
Soil permeability in/hr
Planting media soil:
Soil permeability 1.00 in/hr OK
Soil composition
% Sand (by weight) 85% OK
% Fines (by weight) 10% OK
% Organic (by weight) 5% OK
Total: 100%
Phosphorus Index (P-Index) of media 10 (unitless) OK
Form SW401-Bioretention-Rev.8
July 30, 2009 Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting elevation (top of the mulch or grass sod layer)
Depth of mulch
Bottom of the planting media soil
Planting media depth
Depth of washed sand below planting media soil
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
SHWT elevation
Distance from bottom to SHWT
Internal Water Storage Zone (IWS)
Does the design include IWS
Elevation of the top of the upturned elbow
Separation of IWS and Surface
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(flinches gravel followed by 3-5 ft of grass) _
Grassed swale
Forebay
Other
Form SW401-Bioretention-Rev.8
July 30, 2009
242.00 fmsl
Y (Y or N) OK
N (Y or N)
241 fmsl
4 inches OK
239 fmsl
2ft
4ft
Y (Y or N)
6 OK
2 OK
1ft
234 fmsl
Unknown fmsl
#VALUE!ft
N (Y or N)
fmsl
241 ft
Y (Y or N) OK
#VALUE!
N (Y or N) Excess volume must pass through filter.
ft
N (Y or N) Show how flow is evenly distributed.
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
NA ft/sec Insufficient inlet velocity unless energy dissipating devices are
being used.
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
OK
Parts I and It. Design Summary, Page 2 of 2
Permn No:
(to be assigned by DWQ)
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
Tf vJ 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
7TE?A) Q?.()1 2. Plan details (1" = 30' or larger) for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build-out,
Off-site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
Indicate the P-Index between 10 and 30
tr- W D1= -9
IN FfZ0&P_e5"5

'Trrta
TF.'-)
.rr-W
Nik
Form SW401-Bioretenion-Rev.7
3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers [ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, % fines, % organic), and
P-index.
5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations (including underdrain calculations, if applicable).
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10. A copy of the deed restriction.
Part III, Page 1 of 1
Bioretention Area Supporting Calculations
Area - #4
Peak Inflow Calculations
670,387

0.00%
P? { 4.23%
C 0.30
p 0.33
Raid 1.0 in

!
ltyt
4 yr, 24. hr rakrfa? int erysit

3.69 in/hr
re-d"Ooprrrertt 1-yr. 2 flw
Q -i C"'?* 3 Q 17.01 ft /sec
Post-development l-yr. 24-hr peak few (Q
Q.- C`'A Q 18.45 ft /sec
Storage Volumes: Non SR Waters Calculations
_ _06+.9'(irn a lcus (acyDA (io)
Ftv 0.088
Blum required MM Pfd' Rv ` A

-
o
6 V 4917.95 ft
a t
v
i
pmVideW
Temporwy poo) area
5422
SOMM °p? Al9tN' 4550
Ye 4986 ft
Basin Structure Calculations

of Y
eauts used
TV ? NN
_ Cie tt
Minimum Surface Area 4918 1 feet
Actual Size 5422
Landscaping Requirements
B sm S `is acres ` 400/scre NA Minimum Trees/Shrubs Required
1 CleanouV1 of Has 5.422 Required
6 Provided
Underdrains
h1-Sttu SO# permeab'? in/hr
Underctr M R uir®d Yes
Calculations U
ost D&e1opFiR Flow - 18.45 ftJ/sec
roughness coefficient n= 0.011
Slope S= 0.50%
era Diameter = 4.07
,387 SF 15.39 Acres

f 0 SF 0.00 Acres

Post Flav
,329 SF
28
0.65 Acres
nerilrain Formula
.
Table 5.1 BMP Manual
4" Underdrains Required
2
Bioretention Area Supporting Calculations
Area - #4
Intensi Calculations
Fincfing The 1tlyr, 24-hr form: 5.11 inches
b read ` attached chart
Time of Concentration Calculations

ChOW In (:tevBtJutt tE: r K 71 feet

minutes

10 Peak Intensity Calculations
ndlno ThW I", cM Tc , 0.60 inches
rawling at?Ct' O chart
d In min ' mirvtw 5.39 inches/hour
1 r Peak Intensity Calculations
?{? ?I?,??,» 0.41 inches
b read' attached chart
d in min ` rnin/h 3.69 inches/hour
tiC L (ft.), ! 1430
,
TAR of Coma TRH .
feet
6.68
Hub Road - Phase 2
Diffuse Swale Calculations
Bypass Swale No. 4
Qlo=CIA C= 0.33 1= 7.2 A= 15.39 Q10 = 36.57 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for .................... . Depth of Flow
Flowrate ........................ 36.5700 cfs
Slope ........................... 0.0300 ft /ft
Manning's n .................. ... 0.0200
Height .......................... 1.0000 ft
Bottom width ................ .... 6.0000 ft
Left slope ...................... 0.2000 ft/ft (V/H)
Right slope .................... . 0.2000 ft/ft (V/'H)
Computed Results:
Depth ........................... 0.5680 ft
Velocity ........................ 7.2835 fps
Full Flowrate ................. .. 109.3693 cfs
Flow area ...................... . 5.0209 ft2
Flow perimeter .............. .... 11.7923 ft
Hydraulic radius ............ .... 0.4258 ft
Top width ...................... . 11.6798 ft
Area ............................ 11.0000 ft2
Perimeter ...................... . 16.1980 ft
Percent full .................... 56.7985%
channel calculator for permanent grass swale
Given Input Data: Computed Results:
Shape ........................... Trapezoidal Depth ........................... 0.7619 ft
Solving for ..................... Depth of Flow Velocity ........................ 4.8931 fps
Flowrate ........................ 36.5700 cfs Full Flowrate ................. .. 62.4968 cfs
Slope ........................... 0.0300 ft/ft Flow area ...................... . 7.4738 ft2
Manning's n .................. ... 0.0350 Flow perimeter .............. .... 13.7698 ft
Height .......................... 1.0000 ft Hydraulic radius ............ .... 0.5428 ft
Bottom width ................. ... 6.0000 ft Top width ...................... . 13.6189 ft
Left slope ...................... 0.2000 ft/ft (V/H) Area ............................ 11.0000 ft2
Right slope .................... . 0.2000 ft/ft (V/H) Perimeter ...................... . 16.1980 ft
Percent full ................... . 76.1893%
Temporary Liner Design
T=vds
Permissible Unit Shear Stress, Td
Lining Type Ibs/ft.2
t= Shear Stress in Ibs/ft.2
y= Unit weight of water 62.4 Ibs/ft.3
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.57 ft.
S= 0.03 ft./ft.
.2
t= 1.07lb/ft
Lining Required: S75 Straw w/ net
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
Hub Road - Phase 2
Diffuse Swale Calculations
Swale No. 5
Qio=CIA C= 0.46 1= 7.22 A= 0.32 Q10 =
1.06 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for .................... . Depth of Flow
Flowrate ........................ 1.0600 cfs
Slope ........................... 0.0200 ft/ft
Manning's n .................. ... 0.0200
Height .......................... 2.0000 ft
Bottom width ................ .... 0.0000 ft
Left slope ...................... 0.2500 ft/ft (V/H)
Right slope .................... . 0.5000 ft/ft (V/H)
Computed Results:
Depth ........................... 0.3381 ft
Velocity ........................ 3.0905 fps
Full Flowrate ................. .. 121.2976 cfs
Flow area ..................... .. 0.3430 ft2
Flow perimeter .............. .... 2.1502 ft
Hydraulic radius ........... ..... 0.1595 ft
Top width ...................... . 2.0287 ft
Area ............................ 12.0000 ft2
Perimeter ...................... . 12.7183 ft
Percent full ................... . 16.9062%
channel calculator for permanent Srass swale
Given Input Data: Computed Results:
Shape ........................... Trapezoidal Depth ........................... 0.4171 ft
Solving for ..................... Depth of Flow Velocity ........................ 2.0312 fps
Flowrate ........................ 1.0600 cfs Full Flowrate ................... 69.3129 cfs
Slope ........................... 0.0200 ft/ft Flow area ..................... .. 0.5219 ft2
Manning's n ................... .. 0.0350 Flow perimeter .............. .... 2.6523 ft
Height .......................... 2.0000 ft Hydraulic radius ........... ..... 0.1968 ft
Bottom width .................. .. 0.0000 ft Top width ...................... . 2.5025 ft
Left slope ...................... 0.2500 ft/ft (V/H) Area ............................ 12.0000 ft2
Right slope .................... . 0.5000 ft/ft (V/H) Perimeter ...................... . 12.7183 ft
Percent full ................... . 20.8538%
Temporary Liner Design
Permissible Unit Shear Stress, Td
T=vds Lining Type Ibs/ft.2
t= Shear Stress in Ibs/ft.Z straw w/ tack coat 0.35
y= Unit weight of water 62.4 Ibs/ft.3 S75 straw w/ net 1.55
d= Flow depth in ft. P300 polypropylene 3.00
s= Channel Gradient in ft./ft. P550 polypropylene 4.00
d50 Stone Size (inches)
d= 0.34 ft. 1 0.33
S= 0.02 ft./ft. 2 0.67
t= 0.42lb/ft.2 6 2
9 3
12 4
Lining Required: S75 Straw w/ net 15 5
18 6
21 7.8
24 8
rennu r+uInuni.
(to be provided by DWQ)
^? F IN A ' FRS
?v
ky X_ WA C&A G
A
O
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
!. CT t?ITIQN
Project name Franklin County Hub Road
Contact name Tom Wanko
Phone number 910-692-5616
Date March 3, 2010
Drainage area number #6

Site Characteristics
Drainage area
Impervious area 28,520 ft2
14,420 ft2
Percent impervious 50.6% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth 0.41 in
1-yr, 24-hr intensity 4.92 in/hr
Pre-development 1-yr, 24-hr peak flow 0.970 ft3/sec
Post-development 1-yr, 24-hr peak flow 1.940 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.970 ft3/sec
Storage Volume: Non-SA Waters
Minimum volume required 1,200.0 ft3
Volume provided 1,208.0 ft3 OK
Storage Volume: SA Waters
1.5" runoff volume ft 3
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 12 inches OK
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 1,413.0 ft2 OK
Length: ft
Width: ft
-or- Radius ft
Media and Soils Summary
Drawdown time, ponded volume 12 hr OK
Drawdown time, to 24 inches below surface 36 hr OK
Drawdown time, total: 48 hr
In-situ soil:
Soil permeability in/hr
Planting media soil.,
Soil permeability 1.00 in/hr OK
Soil composition
% Sand (by weight) 85% OK
% Fines (by weight) 10% OK
% Organic (by weight) 5% OK
Total: 100%
Phosphorus Index (P-Index) of media 10 (unitless) OK
Form SW401-Bioretention-Rev.8
July 30, 2009
Parts I and II. Design Summary. Page 1 of 2
Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation 234.00 fmsl
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N)
Is this a cell with trees/shrubs? N (Y or N)
Planting elevation (top of the mulch or grass sod layer) 233 fmsl
Depth of mulch 4 inches
Bottom of the planting media soil 231 fmsl
Planting media depth 2 ft
Depth of washed sand below planting media soil 4 ft

Are underdrains being installed? Y (Y or N)
How many clean out pipes are being installed? 4
What factor of safety is used for sizing the underdrains? (See 2
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and 1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required 226 fmsl
SHWT elevation Unknown fmsl
Distance from bottom to SHWT #VALUE! ft
Internal Water Storage Zone (IWS)
Does the design include IWS N (Y or N)
Elevation of the top of the upturned elbow fmsl
Separation of IWS and Surface 233 ft
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the Y (Y or N)
bioretention cell?
Does volume in excess of the design volume flow evenly distributed N (Y or N)
through a vegetated filter?
What is the length of the vegetated filter? It

OK
OK
OK
OK
#VALUE!
OK
Excess volume must pass through filter.
Does the design use a level spreader to evenly distribute flow? N (Y or N) Show how flow is evenly distributed.
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP localed at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a proposed drainage easement with access
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
NA ft/sec Insufficient inlet velocity unless energy dissipating devices are
being used.
Is the area surrounding the cell likely to undergo development in N (Y or N) OK
the future?
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(81inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Other
Form SW401-Sioretention-Rev.8
July 30, 2009
Y (Y or N) OK
X OK
Parts I and II. Design Summary, Page 2 of 2
Permit No:
??y? (to be assigned by DWO)
Rw 0*"Us ,
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
T F W p F -0ig 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build-out,
Off-site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
Indicate the P-Index between 10 and 30
7? - 9 3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers [ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure)

4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, % fines, % organic), and

" re.. t' P-index.
5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
i 8. The supporting calculations (including underdrain calculations, if applicable).
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
N 10. A copy of the deed restriction.
Form SW401 -Bioretention-Rev. 7 Part III, Page 1 of 1
Bioretention Area Supporting Calculations
Area - #6
Inflow Calculations
Anna /r` < > 28,520 SF 0.65 Acres
Area 0 SF 0.00 Acres
kripervious. Areit 14,420 SF 0.33 Acres
_ U.UU%
50.56%
0.30
! ..e 7L tKe I 1.0 in
r Mr 1 11 t • nn :-iL_
Pr n'" 1-yC, 2" Pe" lfnr (Q)'
Q 10 IMN 4 0.97 ft/sec
Pv ment 1-yr ,4-Etr peals
Q C.!"1 4t 1.94 ft/sec
itora a Volumes: Non SR Waters Calculations
". r rYbuq (9c)(D4 (sc))
?
Rx , 0.505
V 1200.33 ft
pod tire!'' 1413
bdorn peal iMR 1003 _
.? 1 02 8 ft'??
asin Structure Calculations
Used , `or Y
mum Suftce Ama 1200 1 feet
Actual Size (ftT 1413
Landscaping Requirements
Basin SAM agw) * NA Minimum Trees/Shrubs Required
1 Cionnouv.1 ot. 1.413 : :?Required
4 Provided
Underdrains
I 8okpemrt?b&- in/hr
Und-w*aft Required' Yes
Calculations
- 1.94
rest coefficient n: 0.011

S=
M;O Undardrain Formula
ft'/sec = 6 0 5 8)
Table 5-1 BMP Manuat
0.50% 4" Underdrains Required
Diameter 1.75
Bioretention Area Supporting Calculations
Area - #6
Intensi Calculations
Fiwidlb ,, he 1 OW 24-ty St 5.11 inches
afta&4d chat
Time of Concentration Calculations

Chanag in BOOM X feet

minutes
10 r Peak Intensity Calculations
1ft? ilt' 0.60 inches
by madkV Ma d*d OW -t
d-OnYtc n' mifift 7.20 inches/hour
1 r Peak Intensity Calculations

iwl
ft l
0.41
inches
by r"Oft attached chart'
M min, min/hr 4.92 inches/hour
ft. 1, t. I t 525
t? 11
5
00
feet
.
Hub Road - Phase 2
Diffuse Swale Calculations
Bypass Swale No. 6
Qio=CIA C= 0.6 1= 7.2 A= 0.65 Q10 =
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for ..................... Depth of Flow
Flowrate ........................ 2.8100 cfs
Slope ........................... 0.0615 ft/ft
Manning's n .................. ... 0.0200
Height .......................... 1.0000 ft
Bottom width ................ .... 0.0000 ft
Left slope ...................... 0.2000 tuft (V/H)
Right slope .................... . 0.2000 ft/ft (V/H)
2.81 CFS
Computed Results:
Depth ........................... 0.3229 ft
Velocity ........................ 5.3918 fps
Full Flowrate ................ ... 57.2838 cfs
Flow area ..................... .. 0.5212 ft2
Flow perimeter ............. ..... 3.2925 ft
Hydraulic radius ........... ..... 0.1583 ft
Top width ...................... . 3.2285 ft
Area ............................ 5.0000 ft2
Perimeter ...................... . 10.1980 ft
Percent full ................... . 32.2852%
channel calculator for permanent grass swale
Given Input Data:
Shape ......................
Solving for ................
Flowrate ...................
Slope ........................
Manning's n ..............
Height ......................
Bottom width ............
Left slope .................
Right slope ...............
Computed Results:
.... Trapezoidal Depth ........................... 0.3982 ft
.... Depth of Flow Velocity ........................ 3.5437 fps
.... 2.8100 cfs Full Flowrate ................ ... 32.7336 cfs
... 0.0615 ft/ft Flow area ..................... .. 0.7930 ft2
....... 0.0350 Flow perimeter ............. ..... 4.0612 ft
... 1.0000 ft Hydraulic radius ........... ..... 0.1953 ft
....... 0.0000 ft Top width ....................... 3.9824 ft
.... 0.2000 ft/ft (V/H) Area ............................ 5.0000 ft2
..... 0.2000 ft/ft (V/H) Perimeter ...................... . 10.1980 ft
Percent full ................... . 39.8238%
Temporary Liner Design
T=vds
t= Shear Stress in Ibs/ft.2
y= Unit weight of water 62.4 Ibs/ft.3
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.33 ft.
S= 0.062 ft./ft.
t= 1.28 lb/ft.2
Lining Required: S75 Straw w/ net
Permissible Unit Shear Stress, Td
Lining Type Ibs/ft.2
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
.!awn
NCDElR
1 IN A?Tt
n' ?JW?.I?G?
O
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
L P#16,19CT M006010
Project name Franklin County Hub Road
Contact name Tom Wanko
Phone number 910-692-5616
Date March 4, 2010
Drainage area number #7
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell?
To a mulched bioretention cell?
To a wetland?
To a filter strip or riparian buffer?
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
N (Y or N)
N (Y or N)
Y (Y or N) Please complete filter strip characterization below.
N (Y or N)
Width of grass ft
Width of dense ground cover ft
Width of wooded vegetation 385.00 ft
Total width 385.00 ft
Elevation at downslope base of level lip 234.00 fmsl
Elevation at top of bank of the receiving water 224.00 fmsl
Slope (from level lip to to top of bank) 2.60 % OK
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area sq ft
Feet of level lip needed per cfs 65 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? Y (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 0.68 cfs
Is a bypass device provided? Y (Y or N) OK
75,878.00 ft'
11,676.00 ftz
15.39 %
0.39
0.68 cfs
5.00 min
7.2 in/hr
4.89 cfs
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and ll. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
45.00 ft Level spreader length OK.
N (Y or N)
(Y or N)
(Y or N)
5.00 ft
0.00 ft
10.00 ft
1.00 ft
4.89 cfs
S75 Straw w/ Net
w
t :---\
M
i B i
M
Form SW401-Level Spreader, Fiker Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2

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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
TT W D F - C (o 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROM, and
Boundaries of drainage easement.
1 F Lk) Q r -0 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build-out.
T J D F " ( 0 3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
TF 4. A date-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
TF LA) ?F' ly 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
r? 6. The supporting calculations.
TF w 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1
Level Spreader Supporting Calculations
Area - #7
t
... 640 FT
.
OuOut
Tk" at CM"w try
15 FT
5.00
75,878 SF 1.74
IM s Arew, 0 SF 0.00 Acres
11,676 SF 0.27 Acres
ACf@S
Rot 1.0 in
4.92 in/hr
Hub Road - Phase 2
Diffuse Swale Calculations
Bypass Swale No. 7
Qio=CIA C= 0.39 1= 7.2 A= 1.74 Q10 = 4.89 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ....................... .... Trapezoidal
Solving for .............. ....... Depth of Flow
Flowrate .................. ...... 4.8900 cfs
Slope ....................... .... 0.0450 ft/ft
Manning's n ............. ........ 0.0200
Height ...................... .... 1.0000 ft
Bottom width .......... .......... 0.0000 ft
Left slope ................. ..... 0.2000 ft/ft (V/H)
Right slope .............. ....... 0.2000 ft/ft (V/H)
Computed Results:
Depth ........................... 0.4214 ft
Velocity ........................ 5.5082 fps
Full Flowrate ................ ... 49.0005 cfs
Flow area ..................... .. 0.8878 ft2
Flow perimeter ............. ..... 4.2972 ft
Hydraulic radius ........... ..... 0.2066 ft
Top width ...................... . 4.2137 ft
Area ............................ 5.0000 ft2
Perimeter ...................... . 10.1980 ft
Percent full ................... . 42.1372%
channel calculator for permanent crass swale
Given Input Data:
Shape .....................
Solving for ...............
Flowrate ..................
Slope .......................
Manning's n .............
Height ......................
Bottom width ...........
Left slope ................
Right slope ..............
Computed Results:
...... Trapezoidal Depth ........................... 0.5198 ft
...... Depth of Flow Velocity ........................ 3.6202 fps
...... 4.8900 cfs Full Flowrate ................ ... 28.0003 cfs
.... 0.0450 ft/ft Flow area ..................... .. 1.3508 ft2
........ 0.0350 Flow perimeter .................. 5.3006 ft
.... 1.0000 ft Hydraulic radius ........... ..... 0.2548 ft
......... 0.0000 ft Top width ...................... . 5.1976 ft
..... 0.2000 ft/ft (V/H) Area ............................ 5.0000 ft2
....... 0.2000 ft/ft (V/H) Perimeter ...................... . 10.1980 ft
Percent full ................... . 51.9762%
Temporary Liner Deshm
T=Yds
t= Shear Stress in Ibs/ft.Z
y= Unit weight of water 62.4 Ibs/ft.3
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.42 ft.
S= 0.045 ft./ft.
t= 1.181b/ft.z
Lining Required: S75 Straw w/ net I
Permissible Unit Shear Stress, Td
Lininq Type Ibs/ft.2
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
Storm Outlet Structure
Outlet No.= 7 # of Barrels
Pipe Dia= 18 in 1
Q10 = 4.89 cfs
Qfull = 22.28 cfs
Vfull = 12.57 fps
Q10/Qfull = 0.22
VNfull = 0.78
V = 3.6 fps
Use 18in for chart
From Fig. 8.06.b.1: Zone =0
From Fig. 8.06.b.2: D50 = 4 in

DMAx = 6 in
-r Riprap Class = A
r rl Apron Thickness = 9 in
Apron Length = 6.0 ft
Apron Width 1 = 3xDia = 4.5 ft
Apron Width 2 = Dia+Length = 7.5 ft
Q10 is half of flow. For multiple barrels, Zone and length calcs include 1.25 factor of correction.
s:\1351\0001\calcs\FK0702 dissipators LATEST REVISION: 4/1/2010 9:41 AM PAGE 1 OF 1
NCDENR
`f NATf9
nJtVVQV
J =r <
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
L PROJECT IWORMATKN!
Project name Franklin County Hub Road
Contact name Tom Wanko
Phone number 910-692-5616
Date March 4, 2010
Drainage area number #8
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 429,967.00 ftz
Impervious surface area 13,300.00 ftz
Percent impervious 3.09 %
Rational C coefficient 0.32
Peak flow from the 1 in/hr storm 3.16 cfs
Time of concentration 6.03 min
Rainfall intensity, 10-yr storm 7.2 in/hr
Peak flow from the 10-yr storm 22.74 cfs
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass ft
Width of dense ground cover 1,075.00 ft
Width of wooded vegetation ft
Total width 1,075.00 ft
Elevation at downslope base of level lip 246.00 fmsl
Elevation at top of bank of the receiving water 228.00 fmsl
Slope (from level lip to to top of bank) 1.67 % OK
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area sq ft
Feet of level lip needed per cfs 13 fucfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? Y (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 3.16 cfs
Is a bypass device provided? Y (Y or N) OK
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and It. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
•
i ------------
M
42.00 ft Level spreader length OK.
N (Y or N)
(Y or N)
(Y or N)
6.00 ft
16.00 ft
1.00 ft
22.74 cfs
S75 Straw w/Net
y
i B i
M

Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 2 of 2
JO L EttWM lTEi1A>S 0"KUSt : r
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
TF w QF -0 1 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Forebay (if applicable),
High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROM, and
- Boundaries of drainage easement.
TF VJ W -01 2. Plan details (1" = 30' or larger) for the level spreader showing:
Forebay (if applicable),
- High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
Design at ultimate build-out.
TF W DF " (o 3. Section view of the level spreader (1" = 20' or larger) showing:
Underdrain system (if applicable),
- Level lip,
Upslope channel, and
- Downslope filter fabric.
7 VW 4. A date-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
?VJ 6. The supporting calculations.
?r W 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
JA 8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1
A- 429,967 SF 9.87 Acres
pry-dot itit _' 0 SF 0.00 Acres
pod
-dwe ,t "t'
I 13,300 U.UUSF
"/o

mmltmLae? ftur?o ??- r- I j 03L?
0.31 Acres
Hub Road - Phase 2
Diffuse Swale Calculations
Bypass Swale No. 8
Qlo=CIA C= 0.32 1= 7.2 A= 9.87 Quo = 22.74 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for .................... . Depth of Flow
Flowrate ........................ 22.7400 cfs
Slope ........................... 0.0100 ft/ft
Manning's n .................. ... 0.0200
Height .......................... 1.0000 ft
Bottom width ................ .... 6.0000 ft
Left slope ...................... 0.2000 ft/ft (V/H)
Right slope .................... . 0.2000 ft/ft (V/H)
Computed Results:
Depth ........................... 0.5909 ft
Velocity ........................ 4.2980 fps
Full Flowrate ................. .. 63.1444 cfs
Flow area ..................... .. 5.2908 ft2
Flow perimeter .............. .... 12.0257 ft
Hydraulic radius ................ 0.4400 ft
Top width ...................... . 11.9087 ft
Area ............................ 11.0000 ft2
Perimeter ...................... . 16.1980 ft
Percent full ................... . 59.0869%
channel calculator for permanent grass swale
Given Input Data: Computed Results:
Shape ........................... Trapezoidal Depth ........................... 0.7916 ft
Solving for ..................... Depth of Flow Velocity ........................ 2.8850 fps
Flowrate ........................ 22.7400 cfs Full Flowrate ................. .. 36.0825 cfs
Slope ........................... 0.0100 ft/ft Flow area ..................... .. 7.8823 ft2
Manning's n ................... .. 0.0350 Flow perimeter .............. .... 14.0724 ft
Height .......................... 1.0000 ft Hydraulic radius ............ .... 0.5601 ft
Bottom width .................. .. 6.0000 ft Top width ...................... . 13.9157 ft
Left slope ...................... 0.2000 ft/ft (V/H) Area ............................ 11.0000 ft2
Right slope .................... . 0.2000 ft/ft (V/H) Perimeter ...................... . 16.1980 ft
Percent full .................... 79.1565%
Temporary Liner Design
T=yds
Permissible Unit Shear Stress, Td
Lining Type Ibs/ft.2
t= Shear Stress in Ibs/ft.2
y= Unit weight of water 62.4 Ibs/ft.3
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.59 ft.
S= 0.01 ft./ft.
t= 0.37 lb/ft.2
Lining Required: S75 Straw w/ net
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
DATE DESIGN PHASE
03/03/10 PRELIM
PROJECT NAME PROJECT NO CONSTR X
Hub Road - Phase 2 FK0702 REVISION
LOCATION BY RECORD
Franklin County, North Carolina TFW OTHER
ADDITIONAL INFORMATION CHECKED BY (SPECIFY)
TGK
Storm Outlet Structure
Outlet No.= 8 # of Barrels
Pipe Dia= 24 in 1
Q10 = 22.74 cfs
Qfull = 22.62 cfs
Vfull = 7.18 fps
From Fig. 8.06.b.1
Zone
From Fig. 8.06.b.2:
3
-L
I?
? F;rq' H i
r -i
D50
DMAX
Riprap Class
Apron Thickness
Apron Length
Apron Width 1 = 3xDia
Apron Width 2 = Dia+Length
Use 24in for chart
=0
= 4 in
= 6 in
A
9 in
= 8.0 ft
= 6 ft
= 10 ft
Q10 is half of flow. For multiple barrels, Zone and length calcs include 1.25 factor of correction.
Q10/Qfull = 1.01
VNfull = 1.14
V = 2.9 fps
s:\1351\0001\calcs\FK0702 dissipators LATEST REVISION: 4/1/2010 9:46 AM PAGE 1 OF 1
WWA
NCDENR
'N A
r ? OG
twaV
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out, printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)I
IL 000* IWtRY/ltlaf
Project name Franklin County Hub Road
Contact name Tom Wanko
Phone number 910-692-5616
Date March 4, 2010
Drainage area number fig
1
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 327,039.00 ftz
Impervious surface area 38,588.00 ftz
Percent impervious 11.80 %
Rational C coefficient 0.37
Peak flow from the 1 in/hr storm 2.78 cfs
Time of concentration 6.56 min
Rainfall intensity, 10-yr storm 7.2 in/hr
Peak flow from the 10-yr storm 20.00 cfs
Where Does the Level Spreader Discharge ?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? N (Y or N)
To a filter strip or riparian buffer? Y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass ft
Width of dense ground cover 2,750.00 ft
Width of wooded vegetation ft
Total width 2,750.00 ft
Elevation at downslope base of level lip 282.00 fmsl
Elevation at top of bank of the receiving water 228.00 fmsl
Slope (from level lip to to top of bank) 1.96 % OK
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area sq ft
Feet of level lip needed per cfs 13 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? Y (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 2,78 cfs
Is a bypass device provided? Y (Y or N) OK
Form SW401-Level Spreader, Fitter Strip, Restored Riparian Buffer-Rev.5 Parts I. and II. Design Summary, page 1 of 2
Length of the level lip
Are level spreaders in series?
Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
y
Peak velocity in the channel during the 10-yr storm
Channel lining material
37.00 ft Level spreader length OK.
N (Y or N)
(Y or N)
(Y or N)
5.00 ft
6.00 ft
16.00 ft
1.00 ft
20.01 cfs
S75 Straw w/Net
• W •

M
i B i
M
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Parts I. and Il. Design Summary, page 2 of 2

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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
l F W DF -aB 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
T t-VJ up -0TS 2. Plan details (1" = 30' or larger) for the level spreader showing:
Forebay (if applicable),
High flow bypass system,
One foot topo lines between the level lip and top of stream bank,
Proposed drainage easement, and
Design at ultimate build-out.
( FOF '(a 3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. A date-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
Try OF -l 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8. A copy of the deed restrictions (if required).
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.5 Part III, page 1 of 1
Level Spreader Supporting Calculations
Area - #9
Tlaw a! ConcentretWn CalculaWrea
1

Wst 875 FT
i1mv 11 cot Wes- 17 FT

loop
T6ne CwcentrWm 6.56

f?eadi t?tlloar C?w[atlvrrt _
D Area v 327,039 SF 7.51 Acres

AA*
I

0 SF

0.00 Acres
Pow-deer I 38,588 SF 0.89 Acres
Pre-ctev merrt Impervious Percentagw 0.00%
Pot-dev mart I ion Perr!nt 11.80%

Rwn"i!`'aodet 0.30
P. 0.37

1.0 in
1 , Iwr%'nW.tn f 3.75 in/hr

t 1-rr, 24-hr POA ffaw (Q
Q LA a 8.45 ft /sec

= CT A Q 10.44 ft /sec

F
ct ttri wem's 77 SF

Hub Road - Phase 2
Diffuse Swale Calculations
Bypass Swale No. 9
Qlo=CIA C= 0.37 1= 7.2 A= 7.51 0110 = 20.01 CFS
channel calculator for bare earth swale
Given Input Data:
Shape ........................... Trapezoidal
Solving for ................... .. Depth of Flow
Flowrate ....................... . 20.0100 cfs
Slope ........................... 0.0160 W11
Manning's n .................. ... 0.0200
Height .......................... 1.0000 ft
Bottom width ................ .... 6.0000 ft
Left slope ...................... 0.2000 ft/ft (V/H)
Right slope .................... . 0.2000 ft/ft (V/H)
Computed Results:
Depth ........................... 0.4863 ft
Velocity ........................ 4.8799 fps
Full Flowrate ................. .. 79.8721 cfs
Flow area ...................... . 4.1005 ft2
Flow perimeter .............. .... 10.9595 ft
Hydraulic radius ............ .... 0.3741 ft
Top width ...................... . 10.8632 ft
Area ............................ 11.0000 ft2
Perimeter ...................... . 16.1980 ft
Percent full .................... 48.6323%
channel calculator for permanent Srass swale
Given Input Data: Computed Results:
Shape ........................... Trapezoidal Depth ........................... 0.6556 ft
Solving for ..................... Depth of Flow Velocity ........................ 3.2899 fps
Flowrate ........................ 20.0100 cfs Full Flowrate ................. .. 45.6412 cfs
Slope ........................... 0.0160 ft/ft Flow area ...................... . 6.0823 ft2
Manning's n ................... .. 0.0350 Flow perimeter .............. .... 12.6855 ft
Height .......................... 1.0000 ft Hydraulic radius ............ .... 0.4795 ft
Bottom width ................. ... 6.0000 ft Top width ...................... . 12.5557 ft
Left slope ...................... 0.2000 ft/ft (V/H) Area ............................ 11.0000 ft2
Right slope .................... . 0.2000 ft/ft (V/H) Perimeter ...................... . 16.1980 ft
Percent full .................... 65.5568%
Temporar y Liner Design
T=vds
Permissible Unit Shear Stress, Td
Lining Type Ibs/ft.2
t= Shear Stress in Ibs/ft.2
y= Unit weight of water 62.4 Ibs/ft.3
d= Flow depth in ft.
s= Channel Gradient in ft./ft.
d= 0.49 ft.
S= 0.016 ft./ft.
t= 0.49lb/ft.2
Lining Required: S75 Straw w-7-n-et-j
straw w/ tack coat 0.35
S75 straw w/ net 1.55
P300 polypropylene 3.00
P550 polypropylene 4.00
d50 Stone Size (inches)
1 0.33
2 0.67
6 2
9 3
12 4
15 5
18 6
21 7.8
24 8
Hub Road - Phase 2
LOCATION
Franklin County, North Carolina
Storm Outlet Structure
Outlet No.= 9 # of Barrels
Pipe Dia= 24 in 1
Q10 = 20.01 cfs
Qfull = 27.71 cfs
Vfull = 8.79 fps
From Fig. 8.06.b.1: Zone
From Fig. 8.06.b.2: D5o
7
?I
k ?
DMAX
Riprap Class
Apron Thickness
Apron Length
Apron Width 1 = 3xDia
Apron Width 2 = Dia+Length
Use 24in for chart
4 in
= 6 in
A
9 in
= 8.0 ft
6 ft
10 ft
Q10 is half of flow. For multiple barrels, Zone and length calcs include 1.25 factor of correction.
s:\1351\0001\calcs\FK0702 dissipators LATEST REVISION: 4/1/2010 9:49 AM PAGE 1 OF 1
DATE DESIGN PHASE
03/03/10 PRELIM
PROJECT NO CONSTR X
FK0702 REVISION
BY RECORD
TFW OTHER
CHECKED BY (SPECIFY)
TGK
Q10/Qfull = 0.72
V/Vfull = 1.08
V = 2.9 fps
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