SW4120202_HISTORICAL FILE_20120321

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 412 O Zo Z.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
f2�'HISTORICAL FILE
DOC DATE
2,0IZ03�I
YYYYMMDD

Lowther, Brian
From: Lowther, Brian
Sent: Wednesday, March 21, 2012 3:38 PM
To: 'Mack Summey'
Subject: Add Info for SW4120202 - Fresh Cuts Grocery
Mack,
I received the additional information for Fresh Cuts grocery and I left you a voicemail the other day. Most of it looks
good but I need another copy of the revised plans and I still have concerns with the swales designed to channel flow to
the sediment chambers. Will there be a berm or curb in order to direct the runoff? It currently looks like some runoff
from the parking lot will enter the sand filter directly and not be routed to the sediment chamber. Please provide me
more information.
Brian
Brian C Lowther
Etwirownenlat Engineer
NCDENR I DWQ I Slormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604.
[phone]
hrian.lo��therlr�ncdcn r.�,o��
htto://Porl,ii.ticden r,orf,/weblwg/ws/su
E-mail correspondence to and from this address may be Subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by .statute or other regulation.

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F Marshall D E PA RTM E N T OF -rHE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh. NC 27626-0622 (919M07-200C
Date: 2/15/2012
Click here to:
View Document Filings i Sign Up for E-Notifications
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report i
Corporation Names
Name Name Type
NC BROWN EYES LEGAL
INVESTMENTS LLC
Limited Liability Company Information
S OS I D: 1084505
Status: Current -Active
Effective Date: 2/17/2009
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: HILL, KENNETH H
Office Address: 236 NORTH BROAD STREET
SEAGROVE NC 27341
Mailing Address: P.O. BOX 10
SEAGROVE NC 27341
Principal Office
Office Address:
Mailing Address
Officers
236 NORTH BROAD STREET
SEAGROVE NC 27341
P.O. BOX 10
SEAGROVE NC 27341
Title: MANAGER
Name: KENNETH HADEN HILL
Business Address: 236 N BROAD STREET
SEAGROVE NC 27341
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2160
http://www.secretary.state.ne.us./corporations/Corp.aspx?PitemId=9056471 2/ 15/2012

10 ,
1
-�; uIBNGE AREA
♦� i

TOTAL DRAINAGE AREA TO
"A" SAND FILTER
SEDIMENT TRAP 8c N
4.46 ACRES `

iv
1x
Scott F. Cole
Licensed Soil Scientist
312 Copple's Road Ext.
Asheboro, NC 27205-0711
336.460.4554
Summey Engineering Associates
Attn: Mr. Mack Summey
1342 E. Salisbury Street
Asheboro, NC 27203
February 29, 2012
Re: Identification of the seasonal high water table for proposed sand filter at Fresh Cuts Grocery in Seagrove, NC.
Mr. Summey,
Per your request, soil conditions were evaluated within the area of the proposed sand filter on the above -referenced
property to determine the depth of the seasonal high water table. Work was conducted to satisfy requirements set forth in
the North Carolina Division of Water Quality Stormwater Best Management Practices Manual. Samples were collected
with hand augers.
The seasonal high-water table is determined by a field evaluation for soil wetness conditions. Soil wetness conditions are
determined by the presence of colors with a chroma of 2 or less (in Munsell color notation) in mottles or the horizon
matrix. Colors of chroma 2 or less due to relic minerals from the parent material (underlying rock) are not considered as
indicators for soil wetness conditions.
RESULTS
An evaluation was conducted in two locations within the proposed sand filter. Each boring was evaluated to depths at
least 24 inches below the bottom elevation of the sand filter chamber (280.5'). The seasonal high water table was not
observed in either location.
• Boring 1:
o Elevation: 289'
a Total boring depth: 12.5'
o Bottom elevation: 276.5'
o SH WT not observed
Boring 2:
o Elevation: 285'
o Total boring depth: 7.5'
o Bottom elevation: 277.5'
o SHWT not observed
The attached map shows the location and data of each sampling point.
I am pleased to be of service in this matter
concerning information within this report.
Thank you,
I
Scott F. Cole
North Carolina Licensed Soil Scientist
rrri
convenience should you have questions
ill

North Carolina Secretary of State
Page I of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919)807-200U
Date: 2/15/2012
Click here to:
View Document Filings I Sign Up for E-Notifications I
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name Name Type
NC BROWN EYES LEGAL
INVESTMENTS LLC
Limited Liability Company Information
S OS I D:
1084505
Status:
Current -Active
Effective Date:
2/17/2009
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
Office Address
Mailing Address:
Principal Office
Office Address:
Mailing Address:
Officers
HILL, KENNETH H
236 NORTH BROAD STREET
SEAGROVE NC 27341
P.Q. BOX 10
SEAGROVE NC 27341
236 NORTH BROAD STREET
SEAGROVE NC 27341
P.O. BOX 10
SEAGROVE NC 27341
Title: MANAGER
Name: KENNETH HADEN HILL
Business Address: 236 N BROAD STREET
SEAGROVE NC 27341
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system, Version:
2160
http://www.secretary.state.nc.us./corporations/Corp.aspx?Piteinld=9056471 2/ 15/2012

RANDOLPH COUNTY REGISTER OF DEEDS - UNOFFICIAL RECORD Page I o12
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2D09M30001¢B23e DEED
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0 mI2009 01:51.53 PM 1f2
����� YJ�I�1 Y)V I IlYI��III�I W �■ 1,4
290909030001¢8230 1!2
/Mail to: Grantee, P. 0. Box 10, Seagrove, NC 27341
Prepared by: Smith, Alexander & Morgan, L.L.P., Attorneys, Asheboro, NC
Excise Tax: $230,00
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED Is made this 2"9 day of September, 2009, by and between the
following Grantors and Grantee:
GRANTORS: KEVIN T. HILL and wife,
CARLA H. HILL
GRANTEE: BROWN EYES INVESTMENTS, LLC
This designation Grantors and Grantee as used herein shall include said
parties, their heirs, successors, and assigns, and shall signify either singular, plural,
masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantors, for a valuable consideration paid by the
Grantee, the receipt of which is hereby acknowledged, has and by these presents
does grant, bargain, sell and convey unto the Grantee In fee simple that cenaln
lot or parcel of land situated in City of Seagrove, Richland Township, Randolph
County, North Carolina, which Is more particularly described as follows.
BEING ALL of Lot Nos. 2 and 3 of Henry Yaw Lands as shown by
plat recorded In Plat Boot( 4, Pages 82 and 83, In the office of
the Register of Deeds of Randolph County, North Carolina.
The property hereinabove described was acquired by Grantor by
Instrument recorded in Book 1947, Page 2259.

RANDOLPH COUNTY REGISTER OF DEEDS -UNOFFICIAL RECORD Pago 2 oI 2
u��10IN011111E�IIIIIII11 f a
RC21.5 1226 212
A map showing the above described property Is recorded in Plat Book 4,
Page 82 and 83.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges
and appurtenances thereto belonging to the Grantee In fee simple.
And the Grantors covenants with the Grantee, that Grantors are seized of
the premises in fee simple, has the right to convey the same in fee simple, that
title Is marketable and free and clear of all encumbrances, and that Grantors will
warrant and defend the title against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals
the day and year first above written.
(SEALI
K VIN T. HILL
(SEAL)
CARLA H. HILL
STATE OF NORTH CAROLINA, Randolph County
I, CELESTE A. BRADY, a Notary Public of the County and State aforesaid, do
hereby certify that KEVIN T. HILL and wiFe, CARLA H. HILL, personally appeared
before me this day and acknowledged the execution of the foregoing
Instrument.
Witness my hand and official stamp or seal, this the 2nQ day of September,
2009.
My commission expires:
September 19, 2010 `+ L ' ��•
Ely}

J
RANDOLPH COUNTY RMSTER of DEEDS- UNOFFICIAL RECORD Page 1 of 2
NSin �pntlplph
Lo,NC
NCO��.1 tat. Es7'M0.00
1.
L
20093903MV402300EE
)
SkLRE2145 P9:1225
09193079M 01-,,51,53 PM 112
`
�14l�IK1�1�1�IIlf�iAillllll�l�Hl� ��
20090903000133230 112
�Miall to: Grantee, P. 0. Box 10, Seagrove, NC 27341
Prepared by: Smith, Alexander & Morgan, U.P., Attorneys, Asheboro, NC
Excise Tax: $230.00
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED Is made this 2"0 day of September, 2009, by and between the
following Grantors and Grantee:
GRANTORS: KEVIN T. HILL and wife,
CARLA H. HILL
GRANTEE: BROWN EYES INVESTMENTS, LLC
This designation Grantors and Grantee as used herein shall include said
parties, their heirs, successors, and assigns, and Shall signify either singular, plural,
masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantors, for a valuable consideration paid by the
Grantee, the receipt of which is hereby acknowledged, has and by these presents
does grant, bargain, sell and convey unto the Grantee In fee simple that certain
lot or parcel of land situated in City of Seagrove, Richland Township, Randolph
County, North Carolina, which is more particularly described as follows.
BEING ALL of Lot NOS. 2 and 3 of Henry Yaw Lands as shown by
plat recorded In Plat Book 4, Pages 82 and 83, In the office of
the Register of Deeds OF Randolph County, North Carolina.
The property hereinabove described was acquired by Grantor by
Instrument recorded in Book 1947, Page 2259.

RANDOLPH COUNTY REGISTER OF DEEDS - UNOFFICIAL RECORD Page 2 of 2
JAM3 H111111ilil
A map showing the above described property is recorded in Plat Book A,
Page 82 and 83.
TO HAVE AND To HOLD the aforesaid lot or parcel of land and all privileges
and appurtenances thereto belonging to the Grantee In fee simple.
And the Grantors covenants with the Grantee, that Grantors are seized of
the premises In fee simple, has the right to convey the same in fee simple, that
title Is marketable and free and clear of all encumbrances, and that Grantors will
warrant and defend the title against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals
the day and year first above written.
(SEAL)
K IN T. HIL
ISEALI
CARLA H. HILL
STATE OF NORTH CAROLINA, Randolph County
I, CELESTE A. BRADY, a Notary Public of the County and State aforesaid, do
hereby Certify that KEVIN T. HILL and Wife, CARLA H. HILL, personally appeared
before me this day and acknowledged the execution of the foregoing
Instrument.
Witness my hand and official stamp or seal, this the 2rt° day of September,
2009.
My commission expires: �FIUrr
September 19, 2010
,: 0

Summey Engineering Associates, PLLC
Engineering • Land Planning • Consulting
P.O. Box 968
Asheboro, NC 27204
Phone: [phone] • Fax: [phone]
February 20, 2012
Re: Fresh Cuts Grocery
Stormwater Plan
Randolph County, NC
SEA Job No. E-1922
Mr. Robert Patterson, PE
North Carolina Division of Water Quality
Stormwater Permitting Unit 1,90r., [R O lJ I
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 FEB 2 1 201Z
Dear Mr. Patterson:
DENR • WATER QUAMY
V&tMDSANDSTORbMf 0M
Enclosed is a new project for your review consisting of two (2) sets of plans,
permit applications, calculations, drainage map etc....
This project is for a new grocery store in Seagrove, NC. The plan will utilize a
temporary sediment trap that will later be converted to a sand filter at the end of
the project.
Please let me know if you need anything else to aid or assist in your review of
this project.
Very Truly Yours,
Summey Engineering Associates, PLLC
d
H. Mach Surnmey, Jr., P
HMSJ/hmsj
Cc: Mr. Kevin Hill, Owner, Fresh Cuts
File

w ►�
-YA,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
February 24, 2012
Mr. Kevin Hill
Fresh Cut Grocery
236 N. Broad Street
Seagrove, NC 27341
Subject: Request for Additional Information
Stormwater Project No. SW4120202
Fresh Cut Grocery
Randolph County
Dear Mr. Hill:
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the subject project
on February 21, 2012. 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. On the application form in section IV. Project Information, number 8 should be the impervious percent for the project
and not for the drainage area.
2. Please change the owners name on the second page of the application to the legal name instead of the project name.
3. Please include the soils report with the associated SHWT.
4. Please provide III. Required Items Checklist of the supptement form, It can be found as one of the tabs in the excel file.
Please make sure all items are provided. Some missing items include a plan sheet (1" - 50' or larger) of the entire site
with labeled drainage area boundaries and a proposed drainage easement and public right of way (ROW).
5. From the plans, it looks like there are swales that wilt direct sheet flow from the parking lot to the sediment chambers.
I have concerns that some runoff will go directly into the sand filter. Please provide more information on the design to
insure all stormwater will be routed to the sediment chambers.
6. Please show calculations for the underdrains.
7. In order for your consultant to be a designated authority the Consultant Information and Authorization section must be
filled out.
The requested information should be"received by this Office prior to February 24, 2012, 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 send your request, including date by which you expect to submit the
required information, to my attention. The Division is allowed 90 days from the receipt of a completed application to
issue the permit.
Please reference the State assigned project number on all correspondence. New original documents must be provided and
copies are not acceptabte. If you have any questions concerning this matter feet free to contact me at [phone] or
b rian Aowt her@ncdenr. yov.
Sincerely,
Brian Lowther
Environmental Engineer
cc: Winston Salem Regional Office
SW4120202 File
Wetlands and Stormwaler Branch one
1617 Mail Service Center, Raleigh, North Carolina 27699.1617 North Carolina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] aturall
Internet: www.ncwatergualO,om

I !�
Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968
Asheboro, NC 27204 ������
Phone: [phone] - Fax: [phone] D i]
March 14, 2012 MAR f 6 2012
Re: Fresh Cuts Grocerv- DENR•WATER QUALM
236 N. Broad St. , SeagrpVg AND STORMWATER BRANCH
Randolph County, NC
Stormwater Project No. SW4120202
SEA Job No. E-1922
Mr. Brian Lowther
North Carolina Division of Water Quality
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Dear Mr. Lowther:
We are in receipt of your comment letter dated February 24, 2012 and offer the
following responses in Bold:
1. On the application form in section IV. Project Information, number 8
should be the impervious percent for the project and not for the
drainage area. This item was corrected and changed from 37.66%
to 65.22%
2. Please change the owners name on the second page of the application
to the legal name instead of the project name. This was changed to
Kevin T Hill / Owner (See revised Application)
3. Please include the soils report with the associated SHWT. Attached
4. Please provide III. Required Items Checklist of the supplement form. It
can be found as one of the tabs in the excel file. Please make sure all
items are provided. Some missing items include a plan sheet (1" - 50'
or larger) of the entire site with labeled drainage area boundaries and a
proposed drainage easement and public right of way (ROW).
Attached / Revised Plans
5. From the plans, it looks like there are swales that will direct sheet flow
from the parking lot to the sediment chambers. I have concerns that
some runoff will go directly into the sand filter. Please provide more
information on the design to insure all stormwater will be routed to the
sediment chambers. Redesigned the swells, See attached revised
plans.
6. Please show calculations for the underd rains. Attached

f A
7. In order for your consultant to be a designated authority the Consultant
Information and Authorization section must be filled out.
See revised Application.
Please let me know if you need anything else to aid or assist in your review of
this project.
Very Truly Yours,
Su me En ine ring Asso tes, PLLC
7)
H. kacumaWy, Jr., P
HMSJlhmsj

Owner/Developer
Fresh Cuts Grocery
157 North Broad Street
Seagrove, NC 27341
Contact: Project Engineer
Phone: [phone]
Prepared By:
SUMMEY ENGINEERING ASSOCIATES, PLLC
ENGINEERING • LAND PLANNING • CONSULTING
P.O. BOX 968
ASHEBORO, NC 27204
Phone: [phone] / Fax: [phone]
E-mail: [e-mail]
February, 2012
,,L•AL 9 J
26447 a-
S ;� tMM

Project Narrative
Fresh Cuts Grocery Store
N. Broad Street
Randolph County - Seagrove, NC
The purpose of this narrative is to briefly describe the development of a new Grocery Store located on
a 2.58 acre parcel located near the intersections of NC Hwy 705 and US Hwy 220 business in
Seagrove, NC.
This stormwater management plan is the result of the site being Tipped Into the NPDES Phase It
regulations and as a result must comply with the Post Construction Rules.
The existing 2.58 acre site was originally grassed & wooded. The existing topography slopes from the
Southwest Corner toward the northeast corner of the property toward a existing catch basin in the
western curb line of US Hwy 220 business. US Hwy 220 Business borders the property along its
eastern boundary. No perennial streams exist on the property. There is approximately 2.37 acres of
offsite drainage that flows thru the site.
The proposed development consists of clearing, grubbing & grading approximately 2.8 acres and
placing a 16, 205 sf building near the center of the property. There was at one time a dwelling on a
portion of the property.
Due to the size of the proposed structure and the limited area we propose to use a Sand filter system to
capture the stormwater and slow it down on the site. The sand filter is designed to capture the first
one inch of runoff and slowly release the flows over time into existing storm water system flowing east
under US Hwy 220 business at or below the pre -developed rates. All Impervious areas on the site will
flow to the sand filter system.
No future development is proposed for the site that would not be treated with the proposed system.
The site has been approved by the Seagrove Town Board and submitted to the NCDENR-Division of
Land Quality. Please see the attached plans, calculations and details for more information.

Summey Engineering Associates, PLLC
Job#:E-1922 Engineering -Land Planning -Consulting
Project:Fresh Cuts Grocery P.O. Box 968
Watershed:Cape Fear Asheboro, NC 27204
Phone: [phone] Fax: [phone]
Sand Filter Selection Worksheet
Sand Filter # 1
t (days)? 1.66
«« Time to Drain Filter
k (fUday)? 3.5
«« Coefficient of Sand Permeability
110 (inlhr)? 6.85
«oc Rainfall Intensity
df min (ft)? 2
«« Minimum Allowable Filter Depth
NOMMINNON
AS IST)
rBasin
Rv = Volumetric Runoff Coefficient (0.05+(0.009x(%Imp)) (Unitiess)
Rd = Design Storm Rainfall Depth (1" NC Piedmont or 1.5" NC Coast) (in.)
WQV = (Rv x Ad x 43,560 x Rd)112
As = Sedimentation Basin Area (sf)
As (Minimum) = 0.066 x WQV: Minimum Sedimentation Basin Area (so
df: Depth of Sand Fitter Bed (ft)
k: Coefficient of Permeability for the Sand Filter (3.5 ft/day)
t: Time Required to Drain the WQV Through the Sand Filter (day). Should be 40 Hours (1.66 days).
hMaxFilter = WQVadjl(As + Af): Maximum Head On Sand Filter - between 2 and 6 feet
hA = hMaxFilter 12 (ft)
Af = Sand Filter Area (so
Af (Minimum) = (WQV x df)1 (k x t x (hA + do): Minimum Filter Bed Area (sf)
MaxFilter I Drainage Area
Filter 1
hMaxFilter WQV adj As + Af Af (min.)
(ft) (co (sf) (sf)
2.0
4,723.5
2361.8
722.7
2.5
4,723.5
1889.4
667.1
3.0
4,723.5
1574.5
619.4
3.5
4,723.5
1349.6
578.1
4.0
4,723.5
1180.9
542.0
4.5
1 4,723.5
1049.7
510.1
5.0
4,723.5
944.7
481.8
5.5
4,723.5
858.E
456.4
6.0
4,723.5
787.3
433.6
2/15/2012 SandFilter-1.xls

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(cu ft)
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Page 1 2/20/2012

-/-,.> �R ��-+J Lo 4,,4 f
Application Completeness Review
EK-First Submittal ❑ Re -submittal Date Received
Development/Project Name: Jf4gs"Jd cteTs
Receiving stream name U
S Date Reviewed: By Bill Diuguid Z
Classification: G
river Basin:
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-ll, WS-lll, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): /V
Latitude and Longitude: 3.S32 ::F Z 9 1t/ -1� 5a7• G 21�% Jurisdiction S, ACrg a yxi ;Q� kM
Project Address: iS 17 A10,4 W B Rok p _ STi 2
Engineer name and firm: & icy-_pelmm Ev S mm E_y ���� �4-sr ec.r►-Fq
Phone: 354 -3Z 8- 09o-z. Email: s o 0, 0 . r--,
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? es or ❑ No
Q Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets B3 High Density ❑ Other
-Er- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
VUA .97. 4 4 d%v
ct� Check for $505,00 included
��r1ginal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent),
CK-.imv L4_ oU/N6A VL y r Lo
.Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
,WA' -a7 or subdivided projects, a signed and notarized deed restriction statement
aled, signed & dated calculations
+eorrect supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
Zi Filter Strip
❑ Grass Swale
ci Infiltration Basin
❑ Infiltration Trench
to Level Spreader
❑ Permeable Pavement
Restored Riparian Buffer
❑ fj,e6ftop Runoff Management
Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
wo sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
K))A- ---tr- Soils report provided
Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Dimensions & slopes provided
: Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
MP operation and maintenance agreements provided
O Application complete ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
!_ow -density proiects
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain,
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
❑ Stormwater management measures must comply with the General Engineering Design Criteria For.All.
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
a Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008,
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
May 5, 2011 Revision, Bill Diuguid

M&U'A
®
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director RE=cEIvED Secretary
N.C.Dept. or ENR
February 24, 2012 MAR 0 12012
Mr. Kevin Hill Winston-Salem
Fresh Cut Grocery Regional Office
236 N. Broad Street
Seagrove, NC 27341
Subject: Request for Additional Information F
Stormwater Project No. SW4120202-
Fresh Cut Grocery
Randolph County
Dear Mr. Hilt:
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the subject project
on February 21, 2012. 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. On the application form in section IV. Project Information, number 8 should be the impervious percent for the project
and not for the drainage area.
2. Please change the owners name on the second page of the application to the legal name instead of the project name.
3. Please include the soils report with the associated SHWT.
4. Please provide III. Required Items Checklist of the supplement form. It can be found as one of the tabs in the excel file.
Please make sure all items are provided. Some missing items include a plan sheet (1" - 50' or larger) of the entire site
with labeled drainage area boundaries and a proposed drainage easement and public right of way (ROW).
5. From the plans, it looks like there are swates that will direct sheet flow from the parking lot to the sediment chambers.
I have concerns that some runoff will go directly into the sand filter. Please provide more information on the design to
insure all stormwater will be routed to the sediment chambers.
6. Please show calculations for the underdrains.
7. In order for your consultant to be a designated authority the Consultant Information and Authorization section must be
filled out.
The requested information should be received by this Office prior to February 24, 2012, 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 send your request, including date by which you expect to submit the
required information, to my attention. The Division is allowed 90 days from the receipt of a completed application to
issue the permit.
Please reference the State assigned project number on all correspondence. New original documents must be provided and
copies are not acceptable. If you have any questions concerning this matter feet free to contact me at [phone] or
bdan. lowther@ncdenr, eov.
Sincerely,
Brian Lowther
Environmental Engineer
cc: Winston Salem Regional Office
SW4120202 File
Wetlands and Stormwater Branch One
1617 hail Service Center, Raleigh. North Carolina 27699-1617 NorthCarolina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 y+ J/
Phone: [phone]FAX: [phone] gtit a`iy
Internet: www.ncwaternualilty.orR
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