20060974 Ver 4_401 Application_20110411

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DRIVER # OF PIECES J WEIGHT
SAME DAY-` `BILL TO :-'SHIPPER RECEIVER 3RD PARTY
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FROM S & EC TO
COMPANY NAME
11010 RAVEN RIDGE ROAD '
STREET ADDRESS_t;/L'i_ Ll__Si;L:, .` `rt{-.,or
RALEIGH, NC 27614 CITY i/? lc± c ? ST zip
846-5900 CONTACT NAME rPHONE #
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PROJECTNI ?f
SIGNATURE f: t PRINT
DATE -TIME
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614

Re: Ashton Meadows, Franklin County, NC
On behalf of the owner, Satterwhite Constuction, Inc., Attn: Mr. Jesse Satterwhite, please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may precede under
Nationwide Permits 12 and General Water Quality Certifications 3819. The applicant is also requesting Neuse River
Riparian Buffer Authorization from the N.C. Division of Water Quality (DWQ) for the activities proposed below.
Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Ashton Meadows
Project Type Sewer Installation
Owner / Applicant Satterwhite Construction, Inc.
County Franklin
Nearest Town Franklinton
Waterbody Name UT's to Cedar Creek
Basin / Sub-basin 03-03-01
Index Number 28-29-(2)
Class C;NSW
USGS Cataloging Unit 03020101
IMPACT SUMMARY
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.0462
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0612
Total Stream Impact (linear feet): 43
* Mr. James Lastinger verified on March 31, 2011 that proposed impacts to the jurisdictional features on the
subject property were eligible to apply for the use of the NWP 12 and assigned Action ID (AID) 2009-00734 to the
project. Also note this is a Re-verification/Modification of a previously approved project.
Attachments:
Pre-construction Notification (PCN) Application Form
USGS Topographic Map
NRCS Soil Survey Map
Agent Authorization Forms
USACE AID 200641421
0 LD -
00, 1 Lk v 14
]nmental Consultants, PA
North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 20, 2011
S&EC Project # 9697.P1
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Ian McMillan/Amy Chapman
512 North Salisbury St., 9th Floor
Raleigh, NC 27604
DWQ Project #EXP 06-0974
Stream and Wetland Impact Maps (24X36 DWQ, 11X17 USACE)
Level Spreader Worksheets (DWQ Only)
Level Spreader O&M Agreement (DWQ Only)
$240.00 Application Fee to DWQ
ya0F wArF9Qy
? r
1
? r
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
®Section 404 Permit ? Section 10 Permit
Corps:
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 3819
1 c. Has the NWP or GP number been verified by the Corps?
Note: Mr. James Lastinger verified on March 31, 2011 that proposed impacts
to the jurisdictional features on the subject property were eligible to apply ® Yes ? No
for the use of the NWP 12 and assigned Action ID (AID) 2009-00734 to the
project. Also note this is a Re-verification/Modification of a previously
approved project.
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
? Yes ® No ? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ? Yes ® No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ? Yes ® No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Ashton Meadows Subdivision Sewer Connection
2b. County: Franklin
2c. Nearest municipality / town: Franklinton
2d. Subdivision name: Ashton Meadows Subdivision
2e. NCDOT only, T.I.P. or state N/A
project no:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
3. Owner Information
3a. Name(s) on Recorded Deed: Satterwhite Construction, Inc.
3b. Deed Book and Page No. 1608/320
3c. Responsible Party (for LLC if
applicable):
Mr. Jesse Satterwhite, Jr.
3d. Street address: 5933 Farmwell Road
3e. City, state, zip: Raleigh, NC 27610
3f. Telephone no.: 919-266-0033
3g. Fax no.: N/A
3h. Email address: N/A
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Applicant is Owner as listed on the Agent
Authorization; please copy agent (S&EC) on all correspondence
4b. Name: Mr. Jesse Satterwhite, Jr.
4c. Business name
(if applicable): Satterwhite Construction, Inc.
4d. Street address: 5933 Farmwell Road
4e. City, state, zip: Raleigh, NC 27610
4f. Telephone no.: 919-266-0033
4g. Fax no.: N/A
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: Nicole J. Thomson
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.: [phone]
5f. Fax no.: [phone]
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): 1863-85-2017/1863-94-0836
Sewer Impact #1 Latitude: 36.0392 Longitude: - 78.4334
1 b. Site coordinates (in decimal degrees): (DD.DDDDDD) (-DD.DDDDDD)
Sewer Impact #2 Latitude: 36.0409 Longitude: - 78.4324
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: +/- 50 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Cedar Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: 28-29-(2); C; NSW; 03-03-01
2c. River basin: Tar-Pamlico River (USGS Cataloging Unit 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 subject property is primarily pasture land with some forested areas. Property surrounding the subject site is a
mixture of pasture land, forest and residential homes. As this project was previously approved in 2006, the residential lot
locations have been cleared and the roadway infrastructure has been installed.
3b. List the total estimated acreage of all existing wetlands on the property:
1.22
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,995
3d. Explain the purpose of the proposed project:
The overall project will be to construct the sewer line that will service the Ashton Meadows residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
There will be two sewer crossings of a UT to Cedar Creek which will result in temporary stream, wetland and Tar-
Pamlico Riparian Buffer impacts. Typical excavating and grading equipment will be used during construction
activities.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
® Yes ? No ? Unknown
property / project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what
? Preliminary ®Final
type of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: S&EC
Name (if known): Aaron Cooper (2005) Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Please see attached AID 2006-41421.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
5. Project History
5a. Have permits or certifications been requested or obtained ® Yes ? No ? Unknown
for this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
The Ashton Meadows Subdivision was approved by the USACE and NC DWQ in 2006 (see attached AID 2006-41421
and DWQ Project No. EXP 06-0974). The approved impacts included one road crossing and two sewer crossings of the
streams on the subject property. The originally approved stream crossing for the roadway was necessary due to a UT to
Cedar Creek completely bisecting the property. Since 2006, the subject property was purchased by Satterwhite
Construction, Inc. The primary infrastructure in the southern tract was installed and the residential lots were cleared, but
no impacts to jurisdictional features occurred. The original USACE and NC DWQ Approvals for the proposed project
expired in 2007. Shortly thereafter, the development market experienced a sharp down-turn and this project remained
unfinished. In 2009, Satterwhite Construction decided to re-permit the originally proposed impacts for the subdivision,
however, they eventually withdrew their application request. Since that time, the subject property has been recombined
and the northern area of the property (referred to as "Phase 2") has been removed from the project scope. Therefore, the
originally approved road crossing is no longer needed. The current subdivision remains in the southern tract. The
currently proposed impacts are solely for the sewer line construction and installation to service the development. Impact
No. 1 is a new proposed sewer connection to the existing sewer line which is off property. Impact No. 2 is a sewer
crossing that was previously approved in 2006.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No*
6b. If yes, explain.
*The previously approved project (2006) was for the Ashton Meadows Subdivision which included two phases; the
southern tract (south of the stream) was Phase 1 and the northern tract (north of the stream) was Phase 2. Since that
time, the property has changed hands and is currently being recombined. The northern tract (Phase 2) is no longer a part
of this project.
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 Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ®T Sewer line
Riparian ® Yes ® Corps
0
0462
Sewer Impact #2 installation (temp.) ? No ? DWQ .
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.0462
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermitten DWQ - non-404, width (linear
Temporary (T) t (INT)? other) (feet) feet)
S1 ? P ®T Sewer line UT to Cedar ® PER ® Corps

Stream Impact #1
installation (temp)
Creek
? INT
? DWQ 20 21
S2 ? P ®T Sewer line UT to Cedar ® PER ® Corps

Stream Impact #2
installation (temp)
Creek
? INT
? DWQ 5 22
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 43
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water impact Name of
number - waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Exca
vate
Flooded Filled d Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
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 - Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Temporary T required?
B1 ®P ? T Sewer line UT to Cedar ? Yes

Stream Impact #1
installation (temp)
Creek
® No 1,218 812
B2 ®P ? T Sewer line UT to Cedar ? Yes

Stream Impact #2
installation (temp)
Creek
® No 1,292 858
B3 ?P?T ?Yes
? No
6h. Total bu ffer impacts 2,510 1,670
6i. Comments:
Page 6 of 11
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC delineated the wetlands, stream channels and buffers prior to the final sewer alignment in order to develop a
plan minimize impacts to these resources. The remaining jurisdictional areas on the subject property (i.e. ponds,
linear wetlands, etc,) are being preserved as "open space." This project originally proposed a road crossing to
access the northern tract of land. That proposal has since been removed and the project was redesigned. There
are no permanent impacts proposed for this project.
The applicant recognizes that the proposed temporary impacts for the sewer line installation will be for the minimum
period of time required to complete the activity and that the stream and wetland areas must be returned to pre-impact
conditions. Directional drilling and/or boring is not feasible at the two proposed stream crossings due to topography (i.e.
shallow depth of the sewer line) and the sewer line corridor easement width (i.e. the pits required to directionally drill/bore
would exceed the allotted easement width). Additionally the location of adjacent property owners and/or the presence of
riparian wetlands preclude the use of directional drilling as the impacts associated with the pits would disturb neighboring
properties and cause additional impacts to the riparian wetlands and buffer areas. The proposed sewer line construction
corridor as well as the proposed permanent easement corridor is only 20 feet wide (i.e. does not exceed 40 feet in width).
The proposed sewer line is not anticipated to interfere with navigation nor is it proposed to be aerial in nature. No rip-rap
is proposed at either stream crossing for the proposed sewer line installation.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Orange protective silt fencing will be placed outside of the impacted sewer line corridor to ensure protection of the non-
impacted riparian and/or wetland areas. It is the intent of this plan for construction impact to take place during the dryer
months of the year and the proposed temporary impacts for the sewer line installation will be for the minimum period of
time required to complete the activity.
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
? Mitigation bank
2c. If yes, w hich mitigation option will be used for this
project? ? 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
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
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

a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
Mitigation for temporary stream
impacts associated with sewer line
installations is typically not required.
The proposed stream crossings for the
sewer line are perpendicular in nature
and therefore, riparian buffer mitigation
should not be required as this is an
"allowable" activity.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® 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.
®Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A %
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 proposed project is for temporary
impacts for a sewer line installation. General Certification No. 3819 does not have a stormwater management
requirement.
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
4a. Which of the following state-implemented stormwater management programs apply E] HQW
? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? 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)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
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
Wetland Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The proposed
sewer line installation does not meet any of the "growth stimulating" criteria. Additionally, the proposed sewer line is
within a developed landscape; it is the surrounding residential area that necessitates the need for the sewer extension
and connection. Furthermore, as detailed previously, the proposed sewer line has been planned, and previously
permitted, since 2006. We anticipate that you will advise us if a qualitative or quantitative impact analysis is required.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
It is not anticipated that this project will generate any waste water. Further, Franklin County will insure that the capacity of
the subject facility for this sewer line connection will not be exceeded.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or Yes
? ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted. ?
Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
This project has been approved by both the USACE and NC DWQ before. We therefore do not anticiapte that this is an
issue.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The proposed project is in Franklin County which is not near any coastal or tidal habitat that would support EFH (i.e. salt
marshes, oyster reefs, etc.)
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?
This project has been approved by both the USACE and NC DWQ before. We therefore do not anticiapte that this is an
issue.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? -T®-yes ? No
8b. If yes, explain how project meets FEMA requirements: Manholes will be elevated a minimum of 12 inches above the
floodplain or will be vented above the 100-year floodplain. The project will not modify the existing topography within the
floodplain.
8c. What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com/
Nicole J. Thomson 04/11/2011
Applicant/Agent's Printed Name pplican ns ignature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
Project Number:
9G97.W3
Project Manager:
NT
Scale:
1 " = 2,000'
Date:
04/20/ 1 1
Map Title:
FIGURE 2- NKCS Sod
Survey Map
ASHTON MEADOWS
Franklin Countv. NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] •[phone]
Web Page: www.SandEC.com
Source:
1994 Soll Survey - Franklinton
Environmental Consultants,
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner or Municipal Official
Name: 5? ??17e Co n55-l,v6 4n r1C
Address: 59-5-5 FctrrM - k4e-0 R40J
2-74416
Phone: 9. 19 - 2(10 !o - 4 435
Project Name/Description: A46 KTa^( (Y)CAOOWS S&EC Project # 134
Date: __ 14 20 11
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: TA"E-s LAsi-i kurue- Field Office: RA L,
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, 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 144'h day of Aepri Z01%
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.
?a,???at1l
Print Property Owner's or Municipal Official's Name
cc: Mr. Ian McMillan
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
( r'-Vt?- -
Pro net or .A vial's ignature
cc: Mrs. Nicole Thomson
Soil & Environmental Consultants, PA
'harlotte Office: Greensboro Office:
hone: [phone] Phone: [phone]
ax: [phone] Fax: [phone]
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Ill(s): 2006-41421 County: Franklin
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner. 13DG Mll Wilder, LLC
Attn: Robert Anderson
Mailing Address: 7000 Six Forks Road, Suite 115
Raleigh, NC 27615
Telephone No.: 919-846-5900
Authorized Agent: Soil & Environmental Consultants, PA
Attn: Nicole J. Thomson
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone No.: 919-846-5900
Location of property (road name/number, town, etc.): On the north side of SR 1113; (Bill Road); - 3,500 feet east of SR
1116; southeast of Frankhaton, North Carolina (Ashton Meadows)
Site Coordinates: 36.0416°N 78.429°W USGS Quad: Franklinton
Waterway: unnamed tributaries to Cedar Creek River Basin: Tar, HUC: 03020101
Description of projects area and activity (see page 2 for a sunnnary of authorized impacts): Discharge of fill material for road
crossing and sewer line construction, related to the Ashton Meadows residential development, in accordance with the
drawings submitted on 9/6/2006.
Applicable Law: N Section 404 (Clean Water Act, 33 USC 1344)
El Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 12 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and
your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order and/or appropriato legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public
notice when the NW13s are reissued. Fu?theimore, if you commence or are under contract to commence this activity before the date that the
relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the
N'WP to eompleto the activity under the present terms and conditions of this nationwide permit. If, prior to the expiration date identified
below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time, exercise his
discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should
contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or
local approvals/permits.
If there are any questions regarding [bis verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Eric Alsmeyer at tole hone 19) 876-8441, eat 23.
Corps Regulatory Official Date: 11/17/2006 Verification Expiration Date: 3/18/2007
Copy Furnished (by fax): Soil & Environmental Consultants, PA
Page 1 of 2
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Sunlmarv of AutharJ70d Tml»0ft anti RaniriNnd
Action ID # NWP en Water ac Wed- ac Unimportant Stearn 1 Important Stream (l
GP # Temporary permanent Temporary Permanent Temporary
1'em?ancnt
Temporary permanent
200641421 12 0.01 40
39 0.01
153

Impact Totals 0 0 0.01 0.01 0 0 40 153
Total Loss of Waters of the U,S. (ac) I <0.01 Total Loss of Waters of the U.S. Lltl
153
_
R uired Wetland Mitigation -- I
Required Stream Mitigation 153 lu-LiewYEP
Special Pennit Condition-
In order to compensate for impacts to 153 linear feet of stream the permittee shall make payment to the North
Carolina Ecosystem Enhancement Program (NC EEP) in the amount determined by the NC EEP, sufficient to
perform the restoration of 153 linear feet of warm water stream in the Tar River Basin, Cataloging Unit 03020101.
Construction within jurisdictional areas on the property shall begin only after the permittee has made full
payment Co the NC EEP and provided a copy of the payment documentation to the Corps, and the NC EEP has
provided written confirmation to the Corps that it agrees to accept responsibility for the mitigation work required, in
compliance with the MOU between the North Carolina Department of Environment and Natural Resources and the
United States Army Corps of Engineers, Wilmington District, dated November 4, 1998.
No compensatory wetland mitigation is required.
Page 2 of 2
t00/E00'd 6b89# 02d ZVd SOVSn CZ89 9L8 6T6 6?:L0 900Z,LT'A0N
WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM
Action ID Number: 2006-41421
County: Franklin
Permittee: HDG Hill Wilder, LLC; Ashton Meadows residential development; On the north side of SR 1113; (Hill
Road); southeast of Franklinton, North Carolina.
Date Permit Issued: 11/17/2006
Project Manager: Eric Alsmeyer
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls Of The Neuse Road
Suite 120
Raleigh, North Carolina 27615
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in accordance
with the terms and condition of the said permit, and required mitigation was completed in accordance with the
permit conditions.
Signature of Permittee
Date
t00/P00'd 6185# 02d ZKd ZOVSn £Z8S 9L8 6T6 6t:L0 90OZ,LT'nou
SEP-15-2006 15:17 FROM:DWD-WETLANDS 9197336893
WAT,cRQG
G7
-i
P
Barton Development
Attu,: Mr. Bob Anderson
7000 Six Forks Road, Suite 115
Raleigh, NC 27615
Subject Property: Ashton Meadows Subdivision
UTs to Cedar Creek [030301, 28-29-(2), C, NSW]
DWQ Project # EXP 06-0974
Franklin County
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules Q5A NCAC 2B .0256) with Additional Conditions
;Dear Mr. Anderson:
You have our approval, in accordance with the attached conditions. and those listed below, to place fill
within or otherwise impact 193 linear feet of stream, 10,160. square. feet (fe) of protected Zone 1 Tar,-
Pamlico River basin ripaaian buffer and 5,451 square. feet (fe) of protected Zone 2 Tar-Famlieo River
basin riparian buffer,. and 0.072 acres of wetland for the purpose of constructing the residential,
subdivision, as described within your Pre-construction Notification Application dated August 15, 2006
and additional information received on September. 6, 2006.. The impacts are covered by General Water
Quality Certification Number(s) 3402 (GC3402) and 3374. (GC3374). The Certification(s) allows you to
use Nationwide Permit(s) NW39 and NWI 2 when issued by the. US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 2B.0255. JJt addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval. to proceed with
your proposed Impacts or to conduct impacts to waters as depicted in your application shall expire
upon expJration of the 404 Permit.
This approval is for the purpose and design that you described in your request (PCN dated September 6,
2006). If you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of Lhis Certifications and approval'
letter and is thereby responsible for complying with all conditions. If total. fills. for this project (now or in
the future) exceed one acre of wetland or 153 linear feet of strewn (permanent impact), compensatory .
mitigation may be required as described in 15A NCAC 211.0506 (h). This written approval requires
you to follow the conditions listed in the attached Water Quality Certifications (GC3402 and
GC3374) and the additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and g=eral
conditions of this Certification are met. No other impacts are approved including incidental
impacts:
N NCarWa
,/VA?1lIQ'
401. ovcreiRhVExpreas Review Permitting Unit
1650 Mail Service Centcr, Raleigh, North Carolina 27699-1650
2321 CYabtree Soulevattl, Suite 250, Raleigh, North Carolina 27604
rhtme: 919733.1786 / PAX 919-7334)993 / Internet: hUt? !rl1?n cnr;SCt .nc:us' ncH'r..,l'I,?gi,
TO:98469467 P:2/5
Michael F. Easley, GoWmcr
William ©. Rays Jr., secretary
Notch Carolina Department of Environment and Natural Resources
Alan w. Klimek, P. E. Director
oiVision of Water Quality
September 15, 2006
An Equal Opportunity/Affirtnativc Action Employer - 50"/o Recycled/l o% Post Consumer Paper
5EP-15-2006 15:18 FROM:DWQ-WETLANDS 9197336893 TO:98469467 P:3/5
Asbton Meadows Subdivisioll
Page 2 of 4
Septembcr 15, 2006
frn art Type Amount
Stream (permanent 151. lin
Stream tem. old 40 (line
Buffer - Zone 1 10,160 I
Buffer - Zone 2 5,451 s
Wetland (temporary) _ 0.07
Location or
PCN
2006 P
20066 PqLZag
8
,me 2006 PCN page S
7 106 PCN na2e 4
2. No Waste, Spoil, Solids, or Till of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3, Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design,, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and. maintained in accordance with the most recent versiozt. Of the North Carolina
Sediment and Erosion Control Planning and Design Manual,
b. The design, installation,. operation, and maintenance of the. sediment and erosion, control
measures must be such that they equal, or exceed, the requilments specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste. pile (spoil) projects,
including contractor-owned or leased barrow pits associated with the project.
c. Sufficient materials required for stabilization. and/or repair of erosion control measures and
stormwater routing and treatment shall. be, on site. at all tinges.
4. Sediment and Erosion Control Measures
Sediment and erosion control, measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall'be removed and the, natural grade. restored within two (2) months of the date
that the Division of Land Resources bas released, the. project.
5, protective Fencing
The outside. buffer, wetland or water boundary and along. the construction. corridor within these
boundaries approved under this authori.=tion shall, be clearly marked with, orange warning, fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland, or water prior to any land disturbinb activities to ensure compliance with 15A.
NCAC 2B.0255 and OC3402 and GX3374.
6. Diffuse Flow Measures Approved
The diffuse flow measures (level spreader designs submitted on September 6, 2006) must be
implemented and the stormwater management facilities shall be constructed and operational
before any permanent building is occupied at the subject site. The structural stormwater practices
as approved by this Office as well as drainage patterns must be maintained in perpetuity. No
changes to the structural. stormwater practices shall be made without written authorization from
the Division of Water Quality. Should the designed level spreaders fail, the replacement level
spreaders will, be constructed according to the most current guidelines by DWQ.
SEP-15-2006 15:18 FROM:DWQ-WETLANDS 9197336893 TO:98469467 P:4/5
Asbton Meadows Subdivision
Pagc 3 of 4
September 15, 2006
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream. profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert.. Culverts shall.
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the strearns. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed amd re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Installation of culverts in wetlands must ensure
continuity of water movement and be designed to adequately accommodate high water or flood
conditions. Existing stream dimensions (including the cross section dimensions, pattern and
longitudinal profile) shall be maintained above and below locations of each culvert. Placement of
culvert and other structures in. waters, streams, and wetlands must be placed below the elevation of
the strtambed by'one foot for all culverts with a diameter greater than 48 inches, and 20 percent of
the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of
water and aquatic life. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap. or other bank hardening methods. If rip rap is.
necessary, it shall not be placed in the stream. bed, unless. specifically approved, by the Division of
Water Quality.
8. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and riparian buffers in order to assure compliance for future wetland, water and riparian
buffer impact. These mechanism$ shall be put in place prior to impacting any wetlands,
waters and/or buffers approved for. /impact under this Certification Approval and
Authorization Certificate..
9, Construction Stomwater Permit NCGO 10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DL R delegated. local erosion and sedimentation control prograrn, an
NPDES General stormwater pernnit (NCG010000) ad=mstered. by DWQ is autornat'cally. issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. if,your project is covered by this
permit (applicable to construction projects that disturb. one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting rcquiremen.ts are required. A copy of this. permit and monitoring report forms may
be found at LittP 117i2o en.t state nc.us/su/Forms Documents.htm.
10. Certificate of Completion
Upon completion of the project, the Applicant shall co?ntplete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification bas been completed. The applicant is required to return the attached certificate of
completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Please send, photographs
upstream and downstream of each culvert site to document correct installation along with the
Certificate of Completion form.
SEP-15-2006 15:18 FROM:DWO-WETLANDS 9197336893 TO:98469467 P:5/5
Ashton Meadows Subdivision
Page 4 of 4
September 15, 2006
11. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within ten (10) days of the commencement of construction.
Violations of any condition herein sett forth may result in revocation of this Certification and may result in
crim.izal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your, application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory. hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written.. petition,. wbich conforms to Chapter 150B of
the North Carolina General. Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714_ This certification and its conditions are. final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization. Certificate (associated with the. approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the. Division of Water Quality under Section 401 of the Clean Water
Act and the Tar-Pamlico riparian buffer protection rule as described within 1 SA NCAC 2B .0255.. If you
have any questions, please telephone Lia Myott or Cynthia Van Der Wielc at 919-733-1786.
Sincerely,
Alan W. Klimek, P.E.
AWKlcvdwllem
Enclosures: GC 3402
GC. 3374
Certificate of Completion
co'. USACE. Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Nicole Thomson, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
AWAA
NCDENR
O?W p?T ?,, G
1 IL.JbV?..?
O T
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
1. PROJECT INFORMATION
Project name Ashton Meadows
Contact name John Edwards
Phone number 919-8284428
Date April 8, 2011
Drainage area number 1
II. DESIGN INFORMATION
The purpose of the LS-VFS Pollutant removal: 40% TSS, 30% TN, 35% TP
Stormwater enters LS-VFS from The drainage area
Type of VFS Engineered filter strip (graded 8 sodded, slope < 8%)
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS 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-yrstorm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
63,500 fig
10,000 ft,
15.75 %
0.45
0.66 cfs
5.00 min
7.22 in/hr
4.74 cfs
iu-year storm
4.74 cfs
N (Y or N)
Pick one:
cfs
cfs Do not complete this section of the form.
10 cfs
cfs Do not complete this section of the form.
(Y or N)
Do not complete this section of the form.
Explanation of any "Other" responses above
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
20 sq ft
36 in
12 in
10 ft/cfs
47 ft
50 ft
Forebay is adequately sized.
Depth is appropriate.
Depth is appropriate.
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 1 of 3
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
W
y (Flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
30
322.00 fmsl
320.00 fmsl
6.67 %
N (Y or N) OK
N (Y or N)
(Y or N)
(Y or N)
ft
It
ft
ftisec
Pick one:
(Y or N)
(Y or N)
W
+ B
III. REQUIRED ITEMS CHECKLIST
EDIT 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.
Requded Item:
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.
Inif Page or plan sheet number and any notes:
i
I
sff&ZT' c 67-3
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 2 of 3
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.
3. Section view of the level spreader (1" = 20' or larger) showing: f
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
i
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non-engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
i
7. The supporting calculations.
I
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
sH??' C? --yc
SAY C,'7r C L F-41
14,114
s/t&-&7 C
i
/a',_*
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 3 of 3
All 10 12A
MLI-
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
o?o? W a rF9o
_s,
O3;ii? T
1. PROJECT INFORMATION
Project name Ashton Meadows
Contact name
Phone number
Date
Drainage area number
John Edwards
919-828-4428
April 8, 2011
2
II. DESIGN INFORMATION
The purpose of the LS-VFS Pollutant removal: 40% TSS, 30% TN, 35% TP
Stormwater enters LS-VFS from
Type of VFS
Explanation of any 'Other" responses above
ff Stormwater Enters the LS-VFS 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, 1 0-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
The drainage area
Engineered filter strip (graded & sodded, slope < 8%)
38,000 ftz
13,000 ftz
34.21 %
0.55
0.48 cfs
5.00 min
7.22 in/hr
3.46 cfs
10-year storm
3.46 cfs
N (Y or N)
Pick one:
Do not complete this section of the form.
cfs
cfs Do not complete this section of the form.
10 cfs
cfs Do not complete this section of the form.
(Y or N)
LS-VFS Design
Forebay surface area 30 sq ft Forebay is adequately sized.
Depth of forebay at stormwater entry point 36 in Depth is appropriate.
Depth of forebay at stormwater exit point 12 in Depth is appropriate.
Feet of level lip needed per cfs 10 ft/cfs
Computed minimum length of the level lip needed 35 ft
Length of level lip provided 40 It
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 1 of 3
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
W
y (Flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
30 ft
334.00 fmSI
332.00 fmsl
6.67 %
N (Y or N)
N (Y or N)
(Y or N)
(Y or N)
ft
ft/sec
Pick one:
OK
(Y or N) -
(Y or N)
W
+ B
III. REQUIRED ITEMS CHECKLIST
EDIT 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. ff a requirement has not been met, attach
justification.
Requried Item:
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.
Initial Page or plan sheet number and any notes:
I
I ?
I j
Form SW401 - LS-VFS - 29Nov2010 - Rev.8
page 2 of 3
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.
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. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non-engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.

i
C &F AlY
I
IVAI
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 3 of 3
A?VA
NCDENt
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
O?0F INA??TE9oG
1. PROJECT INFORMATION
Project name Ashton Meadows
Contact name John Edwards
Phone number 919-8284428
Date Apri18, 2011
Drainage area number 3
II. DESIGN INFORMATION
The purpose of the LS-VFS Pollutant removal: 40% TSS, 30% TN, 35% TP
Stormwater enters LS-VFS from The drainage area
Type of VFS Engineered filter strip (graded & sodded, slope < 8%)
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS 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
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
LS-VFS Design
96,600 ftz
25,240 ff
26.13 %
0.51
1.13 cfs
5.00 min
7.22 in/hr
8.17 cfs
iu-year storm
8.17 cfs
N (Y or N)
Pick one:
Do not complete this section of the form,
cfs
cfs Do not complete this section of the form.
10 cfs
cfs Do not complete this section of the form.
(Y or N)
Forebay surface area 55 sq ft
Depth of forebay at stormwater entry point 36 in
Depth of forebay at stormwater exit point 12 in
Feet of level lip needed per cfs 10 fttcfs
Computed minimum length of the level lip needed 82 ft
Length of level lip provided 85 ft
Forebay is adequately sized.
Depth is appropriate.
Depth is appropriate.
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 1 of 3
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
30 ft
312.00 fmsl
310.00 fmsl
6.67 %
N (Y or N)
N (Y or N)
ft
ft
(Y or N)
(Y or N)
fttsec
OK
Pick one:
(Y or N)
(Y or N)
W
B
Ill. REQUIRED ITEMS CHECKLIST
EDIT 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.
Requried Item:
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.
InR' Page or plan sheet number and any notes:
I
CC -3
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 2 of 3
2. Plan details (1" = 39 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.
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. Plan details of the flow splitting device and supporting calculations (if applicable)
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non-engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
I
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Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 3 of 3
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O liii? ,
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely tilled out, printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name Ashton Meadows
Contact name John Edwards
Phone number 919.8284428
Date April 8, 2011
Drainage area number 4
II. DESIGN INFORMATION
The purpose of the LS-VFS Pollutant removal: 40% TSS, 30% TN, 35% TP
Stormwater enters LS-VFS from The drainage area
Type of VFS Engineered filter strip (graded & sodded, slope < 8%)
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS 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, I0-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
140,440 flz
20,440 fe
14.55 %
0.41
1.32 cfs
5.00 min
7.22 in/hr
9.54 cfs
10-year storm
9.54 cfs
N (Y or N)
Pick one:
cfs
cfs Do not complete this section of the form.
10 cfs
cfs Do not complete this section of the form.
(Y or N)
Do not complete this section of the form.
Explanation of any 'Other' responses above
LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
45 sq ft
36 in
12 in
10 ftlcfs
95 ft
100 ft
Forebay is adequately sized.
Depth is appropriate.
Depth is appropriate.
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 1 of 3
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector Swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
W
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any "Other" responses above
30 ft
346.00 fmsl
344.00 fmsl
6.67 %
N (Y or N)
N (Y or N)
(Y or N)
(Y or N)
ft
ft
ft
ft
fttsec
Pick one:
OK
(Y or N)
(Y or N)
W
v ??
l B ±
III. REQUIRED ITEMS CHECKLIST
EDIT 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.
Requded Item:
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.
In' ' Page or plan sheet number and any notes:
? i
i
r c c
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 2 of 3
2. Plan details (V = 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.
3. Section view of the level spreader (V = 20' or larger) showing:
- Underdrain system (if applicable),
Level lip,
Upslope channel, and
Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non-engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
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Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 3 of 3
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 sputter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow sputter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
Form SVVU401-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.
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 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 lime 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 Quality 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
ai.lIlk „t li!cMot IH"P7.li}ii :1l)±'\:
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10" Ashton Meadows
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!,. Jesse Satterwhite
Owner
t. i ., 5933 Farmwell Roeigh. NC 27610
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Test vV. 5 a+-tcrWln*+e. , T-. 5 4-?
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Miranda S. Bryant
NOTARY PUBLIC
Wake County, North Carolina
My Commission Expires
ACC..

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