SW1080802_HISTORICAL FILE_20141007

STORMWATER. DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw 4&1�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
Zy
YYYYMMDD

Herbert, Laura C
From: Matt King <[e-mail]>
Sent: Tuesday, October 07, 2014 2:25 PM
To: Herbert, Laura C
Subject: Re: Braewood Subdivision Post -Construction Stormwater Permit - SW1080802
Thank you for the information. I am under the weather today, but will fill this form out and get it back to you.
Matt
Sent from my Verizon Wireless 4G LTF, DROID
"Herbert, Laura C" <laura.herbert a,ncdenr. v> wrote:
Mr. King,
was given your contact information by Ms. Natalie Berry, Henderson County. I did try to contact you at [phone],
but got an incorrect number, so I am sending you an email. I am contacting you concerning an existing state
stormwater permit for the Braewood Subdivision located in Henderson County. My understanding is that you are now
owner of this property. This project, previously permitted as Braewood Subdivision, has a state stormwater permit
issued to Mr. Hilton Swing for post -completion stormwater. I have attached the permit for your review, and would
encourage you to come and review our files including the approved plan if you do not have one on file. If you are
planning on completing this development as permitted you will need to transfer the existing stormwater permit to your
name using the attached form. If you are going to development a different plan than what is currently permitted, you
will be required to apply for and receive a Post -Construction Stormwater permit from Henderson County. Ms. Natalie
Berry can assist you with this process. If you have any questions regarding transferring the stormwater permit, please
contact me at either the telephone number below, or by email.
In addition, it is my understanding that some land -disturbance (logging) has taken place on the site. If the location of
the wetlands has not been marked in the field, this should be done prior to any additional land -disturbance at the
site. There may also be additional requirements through the Division of Water Resources (Tim Fox) and the US Army
Corp of Engineers (William Elliott) regarding the development of this property because of the wetlands. You are
encouraged to contact these folks for this information. I have copied both on them on this email.
We appreciate your cooperation in these matters, and look forward to working with you.
Regards;
Laura
Laura Herbert, P.E.
Regional Engineer
Division of Energy, Mineral, and Land Resources - Land Quality Section
NCDENR-Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Tel:[phone] Fax:[phone]
http://Portal.ncdenr.org/web/Ir

Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and therelbre may be disclosed to
third parties unless the content is exempt by statute or other regulation.

...........
Hw
i FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
HENDERSON COUNTY ENGINEERING DEPARTMENT
SOIL EROSION AND SEDIMENTATION CONTROL DIVISION
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A. -
Project Name �� _ '.r,: :.•_?,.:,.z
2. Location of land -disturbing activity: County`'. �` /" :`?,.' c;_ City or Townships%�f
Address of Project: Latitude ? Longitude
3. Approximate date land -disturbing activity will commence: J� 2 , /
4. Purpose of development (residential, commercial, industrial, institutional, etc.): �: G'T
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
6. Amount of fee enclosed: $ /tC/ The application fee of $100.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9.3-acre application fee is
$1000.00).
7. Has an erosion and sediment control plan been filed? Yes ✓ No Enclosed ^t ,rid r_r
8, Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone:7r` G��r- :J' %` Cell #
Landowner(s) of Record (attach accompanied page to list additional owners) NOTE: Must match
Henderson County Land records or provide a recorded deed: f
Name Telephone Fax NUber
Current Mailing Address Current Street Address
FL-��Gtiz
City State Zip City State Zip
Form HC FRO.doc Revised 6-17-2013

0 ................. I ..... .19
0
Part B.
1. Person(s) or firms who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet) NOTE: The signature of a
corporation or LLC must be a listed member on the formation documents on file with the state
office.
iit, /7V 16AI-T / pld 9 - M-o--r M A r L-
Name E-mail Address
Current Mailing Address Current Street Address
f Lr -r-C.Ir'�4L 46' i2��72
City State Zip City State Zip
Telephone
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street
address of the designated North Carolina Agent:
Name
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State Zip
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the Certificate of Assumed Name. If the Financially
Responsible Party is a Corporation, give name and street address of the Registered Agent:
(Rarely applicable)
Name of Registered Agent
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City
Telephon
Form HC FRO.doc Revised 6-17-2013
State Zip

............. .......
•10
#�IOZ 1 An
�(a•� 1 R irf : s`
All llI.�� I, It
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attomey-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
1-4417/f( L,, /?, Kr Al 9
Type or print name
/;G' xz
Signature
Title or Authority
S.Z2- �y
Date
a Notary Public of the County of da V W07) d
State of Qorth Carolina, hereby certify that m�44(0 ! n appeared
personally before me this day and being duly sworn acknowledg,4d that the above form was
executed by him. +
Witness my hand and notarial seal, this J� day of , 20 !
T Notary
I ,�
� • cn `�
My commission expires /� r
Form HC FRO.doc Revised 6-17-2013

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
PIMA To
ATITNTIO'Y 01:
October 6, 2014
Regulatory Division
Morgan family Investments, LLC
Mr. Thomas R. Morgan
416 Stone Maven Drive
Waynesville, North Carolina 28786
Dear Mr. Morgan,
It has come to the Corps of Engineers attention that Morgan Family Investments, LCC has
recently purchased and plans to develop the Braewood tract at 1094 West Blue Ridge Road in
Flat Rock, Henderson County North Carolina. The Department of the Army (DA) issued a
general permit verification authorizing impacts to waters of the U.S. (WoUS) at this property in
April 2010 (Action ID 2006-40018) to the previous owner of the property for activities
associated with construction of a residential development. This permit verification has expired
and none of the authorized impacts were been constructed.
The purpose of this letter is to notify you there is no valid DA permits for impacts to WoUS
at this property. Please be aware, the past permit verification required restrictive covenants for
conservation areas to be established on the property and to maintain these areas in their natural
state in perpetuity. The covenants were to aid in the protection of a significant Southern
Appalachian Bog ecological community.
Any work at this property which will result in impacts to jurisdictional WoUS may require
DA authorization pursuant to our regulatory authority under Section 404 of the Clean Water Act
(CWA). Under Section 404 of the CWA, DA authority regulates discharge of dredge or fill
material into WoUS. Activities involving the discharge of fill material in WoUS without
authorization by a DA permit are a violation of Section 301 of the Clean Water Act (33 U.S.C.
1311). If you have any questions, please contact me at [phone] extension 232.
Sincerely,
David Brown, PG
Regulatory Specialist/Geologist
Copy:
Matt King — King Land Development, LLC 23 Snelson Drive Asheville, NC 28806x / 3 Murrough Drive, 13iltmore
Lake, NC 28715-8971

Herbert, Laura C
From: Herbert, Laura C
Sent: Monday, October 06, 2014 4:41 PM
To: 'Goetz, Anita'
Cc: Bryan Tompkins; 'Natalie Berry'; Riddle, Shawna; Randall, Mike
Subject: RE: King Creek Bog Location/Landowner Map and Braewood Development Plan as
requested for Permit SW-1080802
Attachments: Permit and Plan Summary.pdf
Anita,
See the attached copy of the first couple of pages of the SW permit (issued November 5, 2008) and an overview of the
approved plan (with the wetlands outlined in blue). The new owner needs to transfer the permit and needs to follow
the approved SW plan. We have a copy here in ARO, in case he does not have a copy. This was permitted as a post
construction 5W permit, so I am trying to run down the history on that. (Natalie, you may can provide some historical
perspective on this?). Are they just now clearing for the subdivision? Anita, if you have the current owner's contact
information, we can contact him directly to discuss his responsibilities wrt the stormwater permit.
Thanks,
Laura
Laura Herbert, P.E.
Regional Engineer
Division of Energy, Mineral, and Land Resources - Land Quality Section
NCDENR-Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Tel:[phone] Fax:[phone]
http://Portal.ncdenr.org/web/Ir
Notice: I; -mail correspondence to and from this address may be sub.iect to the North Carolina Public Records Law and therefore may he disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Goetz, Anita [mailto:anita [e-mail]]
Sent: Monday, October 06, 2014 4:25 PM
To: Herbert, Laura C
Cc: Bryan Tompkins
Subject: King Creek Bog Location/ Landowner Map and Braewood Development Plan as requested for Permit SW-
1080802
1-11 Laura,
Thanks for looking into permit for this so we might review the stormwater plans for this development. King
Creek Bog is owned by three entities. Matt King/Morgan Family Investments recently purchased Braewood
failed development at auction (once owned by Swing/then `TD Bank foreclosed). The maps attached focus on
the Potts property (they own a significant portion of the bog), where we are funding a bog

restoration/management project. We have also funded management for invasive, exotic plants on Rick Merrill's
property (also part owner of King Creek bog) in past years.
We are very concerned about storm water/contaminants entering bog, changing the chemistry of site (bogs are
nutrient poor), and impacting negatively rare species. This bog contains occupied habitat significant for two
rare plants that are critically endangered and protected under the Endangered Species Act. If you have an
approved plan that we can review, it will help us to determine the type of impacts we might expect from this
development, and we hope in the future to work with the developer and future landowners to reduce these
impacts to King Creek bog. Note that the FWS restoration program I oversee focuses on mountain bog
management and conservation, and may offer incentives to landowners (technical assistance and funding) to
restore and manage mountain bogs, and as well as treat stormwater through LID practices, on their property.
Please let me know if you need anything else from me. If you plan to visit the site and would like someone
from this office to accompany you, please let me know.
Thanks Laura,
Anita
Anita Goetz
U.S. Fish and Wildlile Service
160 Zillicoa Street
Asheville, NC 28801
anita oetz ofws.go
828-258-3939, ext. 228

Braewood Subdivision - Stormwater Project 1W 1080802
Subject: Braewood Subdivision - Stormwater Project No. SW 1080802
From: "Clint Link" <[e-mail]>
Date: Thu, 2 Oct 2008 10:20:28 -0400
To: "'Mike Randall"' <[e-mail]>
CC: <[e-mail]>, "'Clement Riddle"' <[e-mail]>
Mike,
As a follow-up to our conversation regarding the stormwater management plan for the subject project, we have
made several revisions to our plan in effort to address your comments provided in your August 28th letter. While
several of your comments (comments 1-3) pertained specifically to the wet detention pond we are proposing for
Phase III of this project, comments 4 & 5 addressed issues critical to enable us to permit this project as a
low -density development. Based your comments and our follow-up conversation, the specific issues at hand with
regards to permitting this project as a low -density development dealt with transporting the stormwater runoff
through natural or vegetated conveyances.
Upon taking another took at the project, we do not have any problems with satisfying your comments regarding the
wet detention pond. Relative to the stormwater conveyance, we have taken another look at the project and have
found several areas where it was practicable to utilize grass swales & ditches as opposed to storm drain culverts
as originally proposed. In our prior conversation, we discussed two areas of primary concern where we needed to
evaluate this. I'm pleased to say that I think we have sufficiently addressed one of these areas and while we do
have some limited options for the other area, the options are less than ideal and we feel would adversely impact
the character of the development. I hope you'll find that the changes we have made will provide you the
comfortable level you need to move forward with the low -density permit.
In the event you still have reservations towards treating this as a low -density development, it would obviously
greatly affect the permit application and final design. As we discussed, to avoid any further time and delay to this
permitting process, we would like to resubmit our revised plans to you as a preliminary submittal. While we feel we
have sufficiently addressed your comments, we would like your concurrence prior to revising our drainage
calculations and report. I will be forwarding these preliminary plans for your review with a more detailedsummary
of the changes we have made and specifically how we have addressed your comments. You should receive these
plans early next week.
We certainly appreciate your cooperation and flexibility in working with us on this project. If we determine we have
properly addressed your concerns with these plan revisions, we will provide you with a formal resubmittal of the
project promptly upon getting your concurrence.
Clinton W. Link
Office Manager
Florence and Hutcheson, Inc.
16 Wellington Avenue
Greenville, SC 29609
clink(q)_flohut.com
ph: 864.233.5425
fax: [phone]
mobile: [phone]
www.flohut.com
This message is intended exclusively for the individual or entity to which it is addressed. This
communication may contain information that is proprietary, privileged or confidential. If you are not the
named addressee, you are not authorized to read, print, retain, copy, use or disseminate this message
or any part of if. If you have received this message in error, please delete all copies of this message
and notify the sender immediately kindly replying to this e-mail.
1 of 2 10/3/2008 7:57 AN

Braewood Subdivision in Henderson County • 0 ~
Subject: Braewood Subdivision in Henderson County
From: Kevin Barnett <[e-mail]>
Date: Fri, 22 Feb 2008 10:22.08 -0500
To: Mike Randall <[e-mail]>
CC: roger edwards <Roger,[e-mail]>, Starr Silvis <[e-mail]>
Hi Mike:
Hope you are well?
I have looked over the Army Corps application for utility crossing of wetlands in
order to install stormwater ponds for the Braewood project.
It appears that the stormwater features will be installed right on the edge of the
adjacent creek and the piping will have a strong possibility of draining the wetland.
Ed Swartzman (Natural Heritage Program) has reviewed the site and found both state
and federal species (plant and animal) in these wetlands (including a single shrub
species where it is the only known population in the state).
The installation of these utility crossing to facilitate stormwater management will
likely impact / remove the best use of the wetland and eliminate the existence of
these threatened and endangered species.
Due to the project only being a utility crossing, depending on which Nationwide
Permit is issued by the Army Corps of Engineers, the State will likely have no input
into this project from the 401 program. We are awaiting a decision from the Corps on
this.
After a review of the plans, it appears that creative / alternative stormwater
treatment facilities (such as rain gardens) can be implemented while eliminating the
need for several of the floodplain wetland impoundments.
Please feel free to contact me when you see the application for this project.
Best regards,
Kevin
"The time is always right to do what is right"
Martin Luther King, Jr.
Kevin Barnett - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC.28778 .
Tel: [phone]
Fax: [phone]
Kevin Barnett <Keyin.l3amett(@ncma11.net>
NC DENR - Asheville Regional Office
Division of Water Quality - Water Quality Section
1 of 1 3/24/2008 3:28 PM

WA
r�qQ,✓
Hilton Swing, Owner
Braewood, LLC
P.Q. Box 346
East Flat Rock, North Carolina 28726
Dear Mr. Swing:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen If. Sullins Director
Division of Water Quality
August 28, 2008
Subject: Request for Additional Information
Stormwater Project No. SW 1080802
Braewood Subdivision
Henderson County
The Division of Water Quality Central Office received a Stormwater Management Permit
Application for the subject project on August 5, 2008. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater;review: .
1. Please provide information on how the SHWT was established. Information on the
seasonal high water table (SHWT) need to be provided. If the SHWT is below the
permanent pool elevation (PPE), then a liner will need to be provided in order to
maintain the permanent pool. If a clay liner is proposed, then a minimum 4-inch
layer of topsoil shall be provided on the vegetated shelf for planting.
2. Please provide a detailed landscaping plan for wet pond. The planting plan must be
prepared by a qualified design professional licensed in North Carolina. The
landscaping plan for a stormwater wet detention basin should provide specifications
for the selection of vegetation, its installation, and the post -installation care for the
vegetated shelf, the 3:1 side slopes, the vegetative filter strip, and the immediately
surrounding areas.
3. The orifice configuration provided does not provide for adequate maintenance access.
With the "tee" type configuration, the small orifice opening should be provided at the
bottom of the "tee" underwater so that a rod may be used to unclog it.
4. Please provide details of road B, curb outlet systems and swales. Side slopes of
conveyance swales not seeking credit removal must be no steeper than 3:1. (See
BMP Manual Chapter 14, page 14-3. Sheet 5 of 5 shows a 2:1 slope).
Ow
N,Qo�tthCaroina
r/Vllt!ld lly
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.newaterquality,org location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal OpporlunilylAttirmative Action Employer— 50% Recycled/10% Post Consumer Paper

0
5. The project does not meet the low -density requirement to transport stormwater runoff
primarily through vegetated conveyances. Low -density projects should not have a
discrete stormwater collection system as defined by 15A NCAC 2H.1002(18). Under
' I5A NCAC 2H 1002(18) a stormwater collection system means any conduit, pipe,
channel, curb or gutter for the primary purpose of transporting runoff.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to October 3, 2008, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee. If you need additional time to submit the
information, please mail or fax your request for a time extension to the Division at the address
and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number SW I080802 on all correspondence. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me at (919)
807-6374.
Sincerely,
Mike Randall
Environmental Engineer
Stormwater Permitting Unit
cc: Mr. Clint Link, P.E., Florence & Hutchenson
Asheville Regional Office
Sto mxw"�ater Peei3NHtidj UniVFiles6

El
Application Completeness Review
First Submittal ❑ Re -submittal Date Received: Date Reviewed: $ 6 OS
Development/Project Name: BRAEODM5 Dt V I S 1 TEA} _
Receiving stream name CAGE)-- classification: _ff
By M.VA%30A.LL
For post -'construction requirements, a program will be deemed compliant for the areas where it is
implementing any,of the following programs: WS-1, WS-II, WS-111, WS-IV, HQW, ORW, Neuse River Basin
NSW,•Tar-Pamlico River Basin'NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.. -
Projects that require a 401/404 within'an NSW require 85% TSS; 30% TN and 30% TP removal.
tito IV
a
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):, VQA'
Latitude and Longitude: 55 16 oo -8Z Z.S 4S Jurisdiction
Project Address: 1AE001IM50N Ca:-- io94 WEST 8u1,6 R1QGr mive. frL&t rR&0< ,-11L'
Engineer name and firm: FJA9ZNcq $ NVTC14 So4, lr e-
la' Low Density (no curb and gutter) mow Density with curb and gutter outlets 4n lHigh Density ❑ Other
12r' 401/404 impacts t9p surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
&e' BUA '- L! a L..
AVOiOEp
to- Check for $505.00 included W� LArJpS sTitEAM CR,aSSi+JGS
Lo'-Original signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, Capitalization, punctuation: http://www.secretary.state.ne.us/corporations/thepage.aspx
wn agent signs the application, a signed letter of authorization from the applicant must be provided
ch includes the name, title, mailing address and phone number of the person signing the letter.
or subdivided projects, a signed and notarized deed restriction statement
+ Sealed, signed & dated calculations
Le1�Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention ❑ Rooftop Runoff Management
❑ Dry Detention Basin ❑ Sand Filter . .
❑ Filter Strip ❑ Stormwate�'Wetland .
❑ Grass Swale 12lO et Detention Basin 2.
❑ Infiltration Basin d L'ow-Density 1 - . :
❑ Infiltration Trench ❑ Curb Outlet
❑ Level Spreader ❑ Off -Site :
❑ Permeable Pavement ❑ NCDOT Linear Road
❑ Restored Riparian Buffer
ll.' Two sets, of sealed, signed & dated layout & finish grading plans with appropriate details
AAiSsiA
L� Narrative Descriptibb of'sto�mwater management provided POAA 3
� Soils report provided 21�i9 00 }
P p NDTc Ta�O MAP Prl.�r,d�.l �5 F�1�lr ? � �! �� Pcxll !
'Wetlands delineated or a note on the plans that none exist on site and/or adjacen property
L2-�betails for the roads, parking area, cul-de-sac radii, sidewalk widths, cuib and• guttei;• Mt55in i- C:1 r
Q- Dimensions & slopes provided
1U_­Drainage areas delineated &0Y15ervious and impervious reported for each LEh teas of high density
'U- Inspection and maintenance agreements provided
❑ Application complete MBIApplication Incomplete Returned: (Date)
Comments
May 14, 2008 Revision

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1Florence & Hutcheson, Inc.
June 18, 11:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater Permitting Unit
Attn: Mr. Mike Randall
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Braewood Subdivision
Flat Rock, North Carolina
Dear Mr. Randall:
Pursuant to your letter dated October 1, 2007, Florence and Hutcheson, Inc. hereby respectfully
submits the following application for a post -construction stonmwater permit for the Braewood
Subdivision. This project located in Henderson County, North Carolina within the corporate limits
of the Village of Flat Rock. We recently received approval for the sediment and erosion control
permit for this project on March 31, 2008 (Project ID: HENDE-2008-011).
With this application, I would like to offer a brief summary of the project and several activities that
have guided the direction of the stormwatet management plan. The Braewood Subdivision is a
residential subdivision of approximately 90 acres into 122 residential lots. The project is proposed
to be constructed in three consecutive phases. This project has been approved by the Village of Flat
Rock as residential planned unit development in which 50% of the site will be preserved as open
green space. Within the project site are several wetlands which comprise 7,57 acres of this green
space area. The intent of this application is to secure the post -construction stormwater permit for
the entire project.
The project was originally developed with four separate detention ponds for water quality and
quantity requirements. However, at an on -site meeting between Mr. Clement Riddle of ClearWater
Environmental Consultants, Inc., USACOE, US Fish & Wildlife, and the NC Wildlife Resource
Commission on February 20, 2008, there was a general concern among the regulatory agencies with
two of the proposed detention ponds. The purpose of this particular meeting was to discuss a permit
application submitted by ClearWater Environmental for utility crossings in several of the wetland
areas and during the review of the project, it was determined that the two detention ponds may
potentially affect the wetlands within that area. In effort to alleviate these concerns and preserve
these wetlands, an alternate plan providing water quality and utilization of the wetlands was
discussed with a favorable response from USACOE. This alternate plan essentially replaces the
two detention ponds with level spreader/filter strips to provide stormwater treatment prior to
16 Wetlington Avenue • Greenvitle, SC 29609 • [phone] • Fax [phone]

entering the wetlands. A conceptual design of this alternate plan was recently presented to you by
Mr. Riddle, ClearWater Environmental, via email, on May 5, 2008. Following your phone
conversation with Mr. Riddle on May 12, 2008 and with your verbal approval of the conceptual
plan, we have performed the final engineering and developed the final stonnwater management
plan accordingly which is presented with this application.
Our intent with this project is to develop a stormwater management plan that achieves a
satisfactorily level of water quality while also preserving the natural wetlands located on the site.
We appreciate your review of this application and welcome the opportunity to discuss the project in
detail with you, as well as explore other opportunities available to meet the water quality
requirements. If you have any questions or would like to meet to discuss, I can be reached at (864)
233-5425.
ResW ub ' ted,
Clinton W. Link, P.E.
Project Manager

Florence & Hutcheson', Inc.
�..CONSULTING ENGINEMtS
October 3, 2008
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater Pen-nitting Unit
Attn: Mr. Mike Randall
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Stormwater Project No. SW 1080802
Braewood Subdivision
Dear Mr. Randall:
As a follow-up to our recent conversations and the comments received in your August 28`l'
letter regarding the post -construction stormwater permit for the Braewood Subdivision, Florence
and Hutcheson hereby respectfully submits revised stormwater management plans on behalf of Mr.
Hilton Swing for your review. As you recall, this residential development is occurring on 90 acres
of land, in which 50% of the site will be preserved as green space. The site also has several
jurisdictional wetlands and our intent is to permit this project as a low -density development in order
to preserve the site and avoid adverse impacts to the wetlands. Upon review of our application,
however, you identified several concerns relative to certain aspects of the proposed improvements
which do not meet the requirements of a low -density development.
We have since taken another look at the proposed improvements and revised the plans in effort to
alleviate these concerns. In response to our previous conversations and your preliminary review
comments, 1 offer the following summary of the revisions that have been made to satisfy the
conditions of a low -density development permit.
1) Per our conversation, we have eliminated Wet Detention Pond 91 from the project. This
pond was initially proposed for Phase I of the project in close proximity to a wetland. Since
this phase achieves the requirements of a low -density development, the pond is not required
for water duality and therefore has been removed.
2) Comments 1-3 of your August 281h letter were concerned specifically with the Wet
Detention Pond design. While these revised plans do not specifically address your
comments at this time, we have no objection and can properly satisfy these concerns upon
determining the final pen -nit application type. In general, our formal resubmittal of the
application will include a detailed landscape plan prepared by a North Carolina licensed
professional with specifications and a maintenance plan developed to the Department of
16 Wellington Avenue • Greenville, SC 29609 • [phone] • RLx [phone]

Water Quality standards. Additionally, a rubber liner will be proposed for the ponds in order
to maintain the permanent pool for the pond. The outlet structure detail -will be revised to
provide an orifice design satisfying the maintenance requirements.
3) Comments 4-5 of your letter dealt with issues relative to meeting the stormwater
conveyance requirements of a low density development. These comments were specifically
related to two areas of Phase II of the project where we were proposing curb and gutter and
storm drain culverts as the means of conveyance. Per our conversation, we were instructed
to provide the stormwater conveyance to the maximum extent practicable by means of
vegetated swales. After taking another look at the project, we determined that we could
utilize vegetated swales in lieu of the culverts in one of these areas. The revised plans reflect
where these swales are proposed. With this change, we have eliminated approximately 800
linear feet of storm drain pipe. Additionally, the stormwater runoff from 19 lots (27.5%)
within this phase will now be conveyed primarily through a grass swale. While other
locations within this phase where analyzed for similar revisions, changes were not
implemented due to impacts to the residential lots and the overall character of the
development.
We hope you will find that we have sufficiently addressed your concerns for meeting the
requirements of a low -density development. Obviously, if these revisions do not alleviate your
concerns, it will greatly affect the post -construction permit application for this project. We
appreciate your willingness to provide another preliminary review of these revisions prior to
making whole -scale revisions to our drainage report, calculations, and design. Our intent with this
project is to develop a stormwater management plan that achieves a satisfactorily level of water
quality while also preserving the site as much as possible. We certainly appreciate your
cooperation and flexibility in working with us on this project. If determined we have properly
addressed your concerns with these plan revisions, we will provide you with a formal resubmittal
of the project promptly upon getting your concurrence.
Re U=1
Clinton W. Link, P.E.
Project Manager
Cc:
Hilton Swing
Clement Riddle

Herbert, Laura C
From: Natalie Berry <[e-mail]>
Sent: Tuesday, October 07, 2014 9:27 AM
To: Herbert, Laura C
Subject: RE: King Creek Bog Location/Landowner Map and Braewood Development Plan as
requested for Permit SW-1080802
Attachments: FRO 2014.pdf
Matt King phone number is 828-243-0087. The logger is Mike Freeman and his phone number is 828-231-
5560. If you need me to do anyt tng a a to help let me know.
NATALIE J. BERRY, P.E.
ASSISTANT COUNTY ENGINEER
lip106 i;oilh Kine Street, Suite 210
Hcudcrsomille, ltiordi Carolina 28'7921
Rt)Crr\' �{l'; }1�I1dCr3l�llCUUllIVI1C.VIli
WNvw-hcndrrsoncount-, nc.ore
(7f ICU Phnne: 825-69.4-652.1
l�ssrsr;- is }xv':rte ct sWvrrg ixs'it is ti:e citr�ens ajHcrrlar'so�� Gs^ras"'
}ii rf: emphasis o n tafeg% Ser v;cc aid rlv Sn-bvrrrnF u.
From: Natalie Berry
Sent: Monday, October 06, 2014 5:51 PM
To: Herbert, Laura C
Subject: Re: King Creek Bog Location/ Landowner Map and Braewood Development Plan as requested for Permit SW-
1080802
Laura,
The roads are in partially and gravelly. Hilton Swing went bankrupt and lost everything. Matt King bought the
property and asked to log a little less than one acre of trees on the roadway edges. I allowed this ( not sure it
was a good idea in hindsight ) for the owner. I did not know about the bog or the Existing stormwater plan and
I believe the logger may have gotten carried away. i stopped them from working in the area of the bog last
week and was to meet with Mr. King and the Village staff on Wednesday to discuss. The Village secretary
called a few minutes ago to cancel due to a family emergency. I have contact info for Matt King in my office
and I will send it to you tomorrow. More after I meet with the village.
Thanks
Natalie Berry
On Oct 6, 2014, at 4:42 PM, Herbert, Laura C <laura.herbert u,ncdenr. gov> wrote:
Anita,
See the attached copy of the first couple of pages of the SW permit (issued November 5.2008)
and an overview of -the approved plan (with the wetlands outlined in blue). The new owner
needs to transfer the permit and needs to follow the approved SW plan. We have a copy here in
ARO, in case he does not have a copy. This was permitted as a post construction SW permit, so
I am trying to run down the history on that. (Natalie, you may can provide some historical
perspective on this?). Are they just now clearing for the subdivision? Anita, if you have the

•
current owner's contact information, we can contact him directly to discuss his responsibilities
wrt the stormwater permit.
Thanks,
Laura
Laura Herbert, P.E.
Regional Engineer
Division of Energy, Mineral, and Land Resources - Land Quality Section
NCDENR-Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Tel:[phone] Fax:[phone]
http://portal.nedenr.org/web/ir
Notice: E-mail correspondence to and from this address may be subject to the North Carolina
Public Records Law and therefore may be disclosed to third parties unless the content is exempt
by statute or other regulation.
From: Goetz, Anita [mailto.anita roetz a fws. ov)
Sent: Monday, October 06, 2014 4:25 PM
To: Herbert, Laura C
Cc: Bryan Tompkins
Subject: King Creek Bog Location/Landowner Map and Braewood Development Plan'as
requested for Permit SW-1080802
Hi Laura,
Thanks for looking into permit for this so we might review the stormwater plans for this
development. King Creek Bog is owned by three entities. Matt King/Morgan Family
Investments recently purchased Braewood failed development at auction (once owned by
Swing/then TD Bank foreclosed). The maps attached focus on the Potts property (they own a
significant portion of the bog), where we' are funding a bog restoration/management project. We
have also funded management for invasive, exotic plants on Rick Merrill's property (also part
owner of King Creek bog) in past years.
We are very concerned about storm waterlcontaminants entering bog, changing the chemistry of
site (bogs are nutrient poor), and impacting negatively rare species. This bog contains occupied
habitat significant for two rare plants that are critically endangered and protected under the
Endangered Species Act. If you have an approved plan that we can review, it will help us to
determine the type of impacts we might expect from this development, and we hope in the future
to work with the developer and future landowners to reduce these impacts to King Creek bog.
Note that the FWS restoration program I oversee focuses on mountain bog management and
conservation, and may offer incentives to landowners (technical assistance and funding) to
restore and manage mountain bogs, and as well as treat stormwater through LID practices, on
their property.

E
•
Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions
,id protective covenants are required for Low Density Residential Subdivisions where lots will be
subdivided and sold_ Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level.
I, dl r T� SQI,) �, acknowledge and affirm by my signature below,�iat I will cause the
followi g deed restrictions and protective covenants to be recorded for AsE 1 Q P-4F-LA0610
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
tinder them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality. /+ AQ lW greq -
B. The maximum allowable built -upon area per lot is 40/ OT sqk afe-feat. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include .raised, open wood decking, or the, water surface of swimming pools.
In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built-upodarea for that lot shall be the most restrictive ofthe two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each /of will maintain a 30 foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains s l t i at least oot from the mean high water mark of surface waters.
Signature: / Dater ZC}ni5
a Notary Public in the
State of , �=bl� County of kdw�son _,•
do hereby certify that n 1J�ffl personally appeared
before me this the "�" day of 20-a, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
ature
My Commission expires
Form DR_11C-5 Rev:] Page 1 of 1

0
E-1
Low Densitv Residential Subdivisions with Curb Outlet Swales
Deed Restrictions & Protective Coveyances
I— accordance with Title 15 NCAC 21-1.1000, the Stormwater Management Regulations, deed restrictions and
tective covenants are required for Low Density Residential Subdivisions with curb outlet swales, where lots
will be subdivided and sold_ Deed restrictions and protective covenants are necessary to ensure that the '
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level.
I, !" 1 [-Tc1.J u)11x]C1 acknowledge and affirm by my signature below, that I will cause the
following deed restrictions anb protective covenants to be recorded for5i4rE 1 41EL of aQA563 prior
to the sale of any lot:
I. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Qualify. _/ hO Orea.
6. The maximum allowable built -upon area per lot is a Of s'qcmr-feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not include
raised, open wood decking, or the water surface of swimming pools.
In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
B. This project proposes a curb outlet system. Each designated curb outlet swale shown on the approved
plan must be maintained at a minimum of 100' long with 5:1 (H.-V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a -W year storm in a non -erosive manner,
and maintain a dense vegetated cover.
9. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
10. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters.
11. All roof drains shall terminate at least 30' from the mean high water mark of surface waters.
12. Filling in, piping or alteri an designated 5:1 curb outlet swale associated with the development is
prohibited by any pers s.
Si nature: Date:
I, a Notary Public in the
do hereby certify that 1 �On personally appeared
before me this the day of 3, 20 a , and acknowledge
the due execution of the foregoing instrument: Witness my hand and official seal,
SEAL
Signature
My Commission expires -
Form DRPC-b Rev.1 Page 1 of 1

9RAEWOOD DEVELOPMENT - PHASE II
MAXIMUM BUILT-APON AREA
LOT
TOTAL AREA
MAX BUILT -UPON AREA
bF
till
1
2
3
4
5
6
7
8
9
10
11
12
13
14
16
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
36
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
6
7
L5
8
9
643
6600
7100
7100
$600
8796
8886
7668
7128
7668
7128
7668
7170
8173
7792
8323
4916
6000
5500
6000
6500
6004
5423
8024
4742
5586
6012
5611
4780
6681
9548
9444
6085
7665
7900
7664
8193
7504
9028
10,169
9438
9323
10768
7791
8484
9301
9353
9814
8136
6643
8437
12917
15302
16239
13827
13412
13434
13391
12533
16423
12351
11494
IST76
111'10
10336
8976
9800
9722
14395
3218
3300
3560
3550
3300
4398
4443
3834
3564
3834
3564
3834
3685
4087
3896
4162
2458
3000
2750
3000
2760
3002
2712
4012
2371
2793
30OG
2806
2390
3341
4774
4722
3043
3833
3950
3782
4097
3752
4514
5086
4719
4662
6379
3896
4242
4651
4677
4907
4068
3272
4219
6459
7661
7620
6914
6706
6717
6696
6267
8212
6176
6747
7888
6555
16S
4488
4900
4861
7198

0 0
BRAEWOOD DEVELOPMENT - PHASE Ili
MAXIMUM BUILT-APON AREA
L
T A AREA
SF
M B - P A
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
12467
13475
11777
12651
10118
11043
10392
11316
11321
10873
13461
12709
12391
13510
10702
13496
14513
12059
9360
9368
6234
6738
5889
6326
5059
5522
6196
5658
5661
5437
6731
6355
6196
6755
5351
6748
7257
6030
4680
4684

i
BRAEWOOD DEVELOPMENT - PHASE I
MAXIMUM BUILT-APON AREA

0
DA
DA
BUA
% BUA
Al
181,645
33,106
18.2%
A2
253,519
15,246
6.0%
A3
630,749
58,806
9.3%
A4
663,854
66,539
10.0%
A5
192,971
27,878
14.4%
A6
1,041,084
252,534
24.3%
A7
607,662
127,631
21.0%
B1
26,136
14,374
55.0%
62
771,012
204,732
26.6%
C1
54,450
0
0.0%
4,423,082
800,846
18.1%

0
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htt :1/h2o.enr.state.nc.uslsu/msi ma s.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and orre colnj of the Deed Restrictions & Protective Covenants Form J'i eV1OUSLY Swl3wt� T'rEp
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR I
• Calculations & detailed narrative description of stormwater treatment/management _ T r�tcR eD
• Copy of any applicable soil report _ A/A_
• Three copies of plans and specifications (seated, signed & dated), including: ATr0cr_!Ft9,-p
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist.
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City: State:
Phone: { ) Fax: ( )
Email:
VIII. APPLICANT'S CERTIFICATION
I, (print or type manure of person listed in General I►cforinatim, item 2)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Signature:
Forrn SWU-101 Version 8.07 Page 4 of 4
Date:

BRAEWOOD SUBDIVISION
DRAINAGE BASIN INFORMATION
BASIN 9 INFORMATIONS -`+
�DR_AIN_AGE AREA�A I
i
DRAINAGEtAREA`�A2
QRAINAGE3ARE'A A3
ReceivingStream Name
King Creek
King Creek
King Creek
Stream Class & Index No.
Class B I No. 6-55-8-1-2-(1)
Class B I No. 6-55-8-1-2-(1)
Class B 1 No. 6-55-8-1-2-(1)
Drainage Area (so
181645
253,519
630,749
Existing Impervious Area (so
0
605
21180
Proposed Impervious Area (sf
33106
14,641
37,626
% Impervious Area (total)
18.2
6.0
9.3
IMPERI/10_US SURIxACE AREA
v. _:.
DRAINAGE AREA7A1
DRAINAGE'AREA7,2,��
1DRAINAGE ARE'AA3
On -site Buildings s
12349
11866
15829
On -site Streets s
19396
0
12,897
On -site Parking (so
1361
2775
8900
On -site Sidewalks (st
0
0
0
Other on -site (so
0
0
0
off -site (SO
0
605
21180
Total (sf):
33,106
15,246
58,806
BkSIWlNF�ORMA,TION "�'
DRAINAGECAREA'A4
, AA id►� E,AREA7A5
ZDRA1N'AGE AREA
Receiving Stream Name
King Creek
King Creek
King Creek
Stream Class & Index No,
Class B 1 No. 6-55-8-1-2-(1)
Class B 1 No. 6-55-8-1-2-(1)
Class B I No. 6-55-8-1-2-(1)
Drainage Area (so
663,854
192,971
1,041,084
Existing Impervious Areas
4,684
0
15980
Proposed Impervious Areas
57,171
27,878
252,648
% Impervious Area (total)
10.0
14.4
24.3
IMP.ERV_IO;US SURFACE A
G _A�AT,�AAM
A
RAAREA
On-site Buildings (sf)
28666
19110
100,735
On -site Streets (st
14,393
0
105,746
On -site Parking (sf)
18796
8768
28,247
On -site Sidewalks (so
0
0
10,899
Other on -site sf
0
0
0
Off -site (sf)
4684
0
6,907
Total (sD:
66,539
27,878
252,534
i

B�,1SINLINFQRRMi4T!PN,
j . AINA`GE`AREklA L
���_
�"' "INA E`,A EAB1R
Y
�DRA'INAGEaARE%A B2II
Receiving Stream Name
Kin Creek
None
None
Stream Class & Index No.
Class B / No. 6-55-8-1-2-(1)
Drainage Area (sfl
607,662
26,136
771,012
Existing Impervious Area (sfl
1,725
2072
2492
Proposed Impervious Area (sfl
125,906
0
204,732
% impervious Area (total)
21.0
0.0
26.5
IMPERMIOUS SURFA - E AREA
DRAIN`A►GELAREA IA7
±DRAINA`GE AREA° B1,
;DRAiNA_ G_E ARE AI B2
J
On -site Buildings s
85260
12302
169,304
On -site Streets sfl
24,451
0
7,740
On -site Parkin (sf)
8597
0
11,203
On -site Sidewalks (sf)
9,323
0
3,749
Other on -site (sfl
0
0
0
Off -site (sf)
0
2072
12,736
Total (sfl:
127,631
14,374
204,732
Receiving Stream Name
None
Stream Class & Index No.
Drainage Area (so
54,450
Existing Impervious Areas
0-
Proposed Impervious Area (so
0
% Impervious Area (total)
0.0
IMPER_VIgUS+S_ URFACEtAREAk
` DRAI_- Er"#R A ,C1
`, ,F k � k �
f "_ � • � a
On -site Buildings (sfl
0
On -site Streets (sf)
0
On -site Parkin (so
0
On -site Sidewalks (sfl
0
Other on -site sfl
0
Off -site (Sq
0
Total (sfl:
0
Ll
u

Permit No.
(to be provided by DWQ)
HCDENR p
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
2 - .ev p,5-'tiaa. 'y 4 �• ! is , ti �;..;'r-e --.,yyi- R.r..�. -s ..
:LPRO;IECT!INFORMATION
?`�,.,,��E:�i_
Project name Braewood Subdivision
Contact person Hilton Swing
Phone number 828-696.0826
Date 10f31 f2008
Drainage area number 62 (Pond 3)
II: DESIGN;INFORMATIONr:C :imr.<:a ay ka � ',:x .3e<�.=.ems S, '• t` y ,4 i :pit+..7_.i i `¢�ru.xF t�•�r?:a zM1s
Site Characteristics
Drainage area
771,012.00
h2
Impervious area
204,732,00
h2
% impervious
26.55
%
Design rainfall depth
1.00
in
Storage Volume: Non -SR Waters
Minimum volume required
0,00
ft3
Volume provided
0,00
to
Storage Volume: SR Waters
1-yr. 24-hr runoff depth
pr0.74, pstl.67
in
Pre -development 1-yr, 24-hr runoff
28,688,00
ft3
Post -development 1-yr, 24-hr runoff
106,176.00
ft3
Minimum volume required
77,488.00
ft3
Volume provided
80,000.00
ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth
4.50
in
Rational C, pre -development
CN = 55
(unitless)
Rational C, post -development
CN = 69
(unitless)
Rainfall intensity: 1-yr, 24-hrstorm
0.20
inmr
Pre -development 1-yr, 20r peak Flow
12.58
ft/sec
Past -development 1-yr, 24-hr peak flow
52.70
ft3isec
PrelPost 1-yr, 24-hr peak flow control
40.12
ftWfsec
Basin Elevations
Basin bottom elevation
2,190.00
It
Sediment cleanout elevation
2.191.00
It
Bottom of shelf elevation
2,198.50
ft
Permanent pool elevation
2,199.00
It
SHWT elevation
Use Liner
ft
Top of shelf elevation
2,199.50
ft
Temporary pool elevation
2,202.00
ft
Form SW401-Wet Detention Basin-Rev.4 Parts Pond 3, Page 1 of 2

0 Permit N
(to be provided by DWQ)
II�0ESIGN'INFORMAT ION
Volume and Surface Area Calculations
SAIDA ratio
1.70
(unitfess)
Surface area at the bottom of shelf
14,052.00
fe
Volume at the bottom of shelf
75.943.00
63
Permanent pool, surface area required
13,107.00
f?
Permanent pool, surface area provided
15,508.00
ft2
OK
Permanent pool volume
83,583.00
ft3
Average depth for SAIDA tables
5,06
ft
OK
Surface area at the top of shelf
18,960.00
62
Volume at the top of shelf
92,450.00
ft'
Forebay volume
19,820.00
ft3
Forebay % of permanent pool volume
1 23.71
%
Must be approx. 20%. Adjust pond dimensions
Temporary pool, surface area provided
23,658.00
ft2
Drawdown Calculations
Treatment volume drawdown time
2.00
days
OK
Treatment volume discharge rate
0.25
ft31s
Pre -development 1-yr, 24-hr discharge
13.00
ft3ls
OK
Post -development 1-yr, 24-hrdischarge
1.40
ft3ls
OK
Additional Information
-
Diameter of orifice
1.5
in
Design TSS removal
90
Basin side slopes
3.00
:1
OK
Vegetated shelf slope
10,00
;1
OK
Vegetated shelf width
10.00
It
OK
Length of flowpath to width ratio
3,00
:1
OK
Length to width ratio
2.00
:1
OK
Trash rack for overflow & orifice?
y
(Y or N)
OK
Freeboard provided
2.69
ft
OK
Vegetated filter provided?
n
(Y or N)
Design must be based on 90% TSS removal
Recorded drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Drain mechanism for maintenance or emergencies
Pump
Form SW401-Wet Detention Basin-Rev.4 . Parts Pond 3, Page 2 of 2

E
E
Permit Number:
(to he provided by DJYQ)
Drainage Area Number:
Wet Detention Basin 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
0 does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected 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 should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximatel six inches.
Form S W401-Wet Detention Basin O&M-Rev.3 Page I of 4

0 0
Permit Number:
(to he provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device. pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion Rrobtems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying,
The vegetated shelf
Best professional practices
Prune according to best professional
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.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying,
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP. .
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev3 Page 2 of 4

9
Permit Number:
(to be provided by 1)WQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate the roblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment,
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is da3na ed
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.0 feet in the mail pond, the sediment
shall be removed.
When the permanent pool depth reads 0.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill-in the blanks)
0 Permanent Pool Elevation 2199.0
Sediment Removal E . 2201 Pe manen Pool
-------------- - Volume Sediment Removal Elevation 2i Volume
Bottom hlcvatio 2200 -ll Min.
------------------------------------------ ------
Sediment Bottom Elevation 2192 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin 0&M-Rcv.3 Page 3 of 4

0 0
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:Braewood, LLC
BMP drainage area number:B2
Print name:l-lilton Swing
Title:Registered Agent & Owner
Addr
Phon
SignE
Date:
Note: The legally responsible party should not be a homeowners association unless more than 500/a 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
� n ':N6 2U04 personally appeared before me this
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires (0-7-5.2011
Form SW401-Wet Detention Basin O&M-ltev.3 Page 4 of 4

it
A' I FNA
NCDENR
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, prinfed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS (NEXT WORKSHEET)!
fr,f f Gaye- tt i ru ."1 .31 P ' } -� a' : 41:.6 -,, y.. ,�v sT�y"i v"'^'.. t. �J,k7 �. xtr, �.. ,a i. i- •.�_
wPROJECT.�INF:ORMATION ..:�. _ . � :,�__ s . _ �. ;_� oi•...� �_-�`..�_�.! ...-r ...� , _.,:'s:_.a.. � '��-r .rt._ �:. 5`,.x..? -ss - ,�
Project name Braewood Subdivision
Contact name Hilton Swing
Phone number 828-696-0826
Date October 31, 2008
Drainage area number A6 (Level Spreader 1)
M1 v F ° !.--`• 1A'=- ?M1 ' Yi4l. "` ap«+<p sZ :'.�._ .�y a•.5} .ry,,:. .. > 'sr."rfi.: w 4,
II EDESIGN'INFORMATION:- �w -���w• rk �r�.1.,�r, �:�c —+�.�.s•
For Level Spreaders Receiving Flow From a BMP
Type of BMP NIA
Drawdown flow from the BMP cis
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
1,041,084.00
fl2
Impervious surface area
252,648.00
ftz
Percent impervious
%
Rational C coefficient
CN = 69
Peak flow from the 1 inihr storm
cfs
Time of concentration
min
Rainfall intensity, 10-yr storm
0.30
inlhr
Peak flow from the 10-yr storm
cis
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? Y (Y or N) Please complete filter strip characterization below.
To a filter strip or riparian buffer? Y (Y or N) Complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
20.00
It
Width of dense ground cover
0.00
ft
Width of wooded vegetation
0.00
ft
Total width
20.00
ft
Elevation at downslope base of level lip
2,185.00
fmsl
Elevation at top of bank of the receiving water
2,184.00
tmsl
Slope (from level lip to to top of bank)
5.00
% OK
Are any draws present?
N
(Y or N) OK
Level Spreader Design
Forebay surface area
702.00
sq ft OK
Feet of level lip needed per cfs
13
ft/cfs
Answer 'Y' to one of the following:
Length based on the 1 inlhr storm?
N
(Y or N)
Length based on the 10-yr storm?
Y
(Y or N)
Length based on the BMP discharge rate?
N
(Y or N)
Design flow
163.00
cis There is too much flow to be handled by a level spreader.
Is a bypass device provided?
N
(Y or N) A bypass device is not needed.
Form SW441-Level Spreader, Filter Strip, Restored Riparian buffer-Rev.4 Parts I. and ll. Design Summary, page 1 of 2

0
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 40-yr storm
Channel lining material
130.00 ft Level spreader length OK.
N (Y or N)
(Y or N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
It
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
as
Do not complete this section of the worksheet.
Do not complete this section of the worksheet,
W
--
--
—
1 r---------
Y
----------•
M
M
1
B
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.4 Parts I. and II. Design Summary, page 2 of 2

El
•
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:
Potentialproblem;
How I will remediate theproblem:
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 any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
( 1
r,--- onrrInns r ....-i c__.....Jr.-:_ nn..vr--nn.Xi n,,,. n...... i —rQ

•
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
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
time and a one-time fertilizer
application.
'frees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e 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 Oversi ht Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

0
Permit Number:
(to be provided by 1)WQ)
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,1.993). 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:
Potentialproblem:
How I will remediate theproblem:
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 any 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, Fitter Strip, Restored Riparian Buffer O&M-Rev.3 Page I of 3

•
E
BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is dogged 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 e 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
Crass 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
dyin&
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 SWU401-1,evel Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number:
(to he provided by DWQ)
acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures I isted above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nanle:Braewood, LLC
I MP clrainage area number:A7
Print name:Hilton Swing .
Title: Registered Agent & Owner
Address:P.O. Box 346 East Flat Rock, NC 28726
Phone
S igna
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.
"NIOn 1A. DIA�f
I, `N , a Notary Public for the State of
tI 1 soLnCil , County of Q,C1.Q1'-)Q}) , do hereby certify that
'S personally appeared before me this
day of �1�Y� 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 -5' a
Form SWU401-L,evei Spreader, filter Strip, Restored Riparian Butler O&M-Rev.3 Page 3 of 3

® 0
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
e
W
Y
Peak velocity in the channel during the 10-yr storm
Channel lining material
130,00 ft Level spreader length OK.
N (Y or N)
(Y of N)
Do not complete this section of the worksheet.
(Y or N)
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheet.
ft
Do not complete this section of the worksheel.
ft
Do not complete this section of the worksheet.
ft
Do rot complete this section of the worksheet.
cfs
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
-
`
Y
-
l
-- ----
----
M
t"t
Form SW401-Level Spreader, Filter Strip, Reslored Riparian Buffer-Rev.4 Parts I. and ll. Design Summary, page 2 of 2