SW4111001_HISTORICAL FILE_20120425

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 4#,,So I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

Homewood, Sue
From: Leonard, Shannon
Sent: Wednesday, April 25, 2012 2:41 PM
To: Homewood, Sue
Subject: Verizon Wireless in Asheboro, Randolph County
Sue,
FYI. During my site visit on 4/20, the 2 curb inlets #16 & #17 were emptying into Skimmer #2 (future sand
filter #2) like originally designed.
Shannon Leonard
NC DENR Winston-Salem Regional Office
Division of Land Resources, Land Quality
585 Waughtown Street
Winston-Salem, NC 27107
Direct Dial Voice: [phone]
Main Office Voice: [phone]
FAX: [phone]
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.

Homewood, Sue
From: Leonard, Shannon
Sent: Tuesday, April 17, 2012 3:33 PM
To: Homewood, Sue
Subject: FW: Sedimentation Inspection Report
Attachments: Verizon Wireless.pdf
Sue,
Here is the inspection report I emailed to the owner. The contractor is Mac Kelly, with Kelly Contractors.
Mac's number is 336-301-7562. The FRO has the following number for Thomas Kemp: 336-626-0957.
Shannon Leonard
NC DENR Winston-Salem Regional Office
Division of Land Resources, Land Quality
585 Waughtown Street
Winston-Salem, NC 27107
Direct Dial Voice: [phone]
Main Office Voice: [phone]
FAX: [phone]
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.
From: Leonard, Shannon
Sent: Monday, April 16, 2012 10:51 AM
To: '[e-mail]'
Cc: '[e-mail]'
Subject: Sedimentation Inspection Report
Mr. Thomas Kemp,
Attached is a copy of the inspection report, which was prepared following an onsite inspection of the
referenced project. This report is intended to provide you with information concerning the status of the
project as it relates to compliance with the North Carolina Sedimentation Pollution Control Act of 1973.
Please review the report carefully, as it may contain corrective actions needed or comments, which will
assist you in meeting the required standards of the Act.
It is our desire that any and all possible problems be discussed and resolved at the earliest possible time. To
facilitate this effort, please contact me or the named inspector at the address shown on the inspection report if
you have any questions.
We are trying to begin sending these reports electronically, therefore, a hard copy will not be mailed to you.
As a reminder, the Spring planting dates for establishing permanent ground cover are February I" thru
April 15`h. All seeding & mulching and/or over -seeding of bare/sparse/dead areas on sites should be
completed by these dates.

Briar Creek Enhancement — Charlotte, NC. Mr. Kelley prepared construction documents for
enhancement of 7,600 LF of stream along Briar
Creek. This project included coordination with the
greenway design firm to incorporate adjacent trail �� t
grading and easements, development of construction.
documents for bid, and assistance with quantity
tabulations for the engineer's cost estimate and bides '
form. Mr. Kelley performed detailed grading
calculations using TIN comparison and the end area,
method with cut sections.
Best Slough Stream and Wetland Alitigation — Yuba ` +
County, CA. Mr. Kelley served as a designer for the restoration and enhancement of a large
stream and riparian wetland complex located near the eastern edge of the Central Valley in
California. The project design included approximately 6,500 LF of stream restoration and 30
acres of riparian wetland habitat in the Bear River Watershed. The design utilized existing
remnant channels as well as relocating and constructing large sections of stream channel in the
center of the valley. Riparian habitat will be restored by increasing the frequency of overbank
flows and de -leveling the floodplain to increase infiltration and decrease storm water runoff. In -
stream structures will be installed in the channel to mimic natural habitat features and improve
channel stability. The project design also included elements of off -channel habitat enhancement,
water quality improvement, and vegetation rehabilitation.
Upper Kings Creek Watershed Restoration Project — Kings Mountain, NC. Mr. Kelley is
providing CADD design and survey services for a Clean Water Management Trust Fund stream
restoration project on Kings Creek and its tributaries near Kings Mountain, NC. This project also
involves removal of one high hazard dam and one partially breached dam and restoration of the
streams through the old lakebeds. Four in -line concrete monitoring weird will also be removed
throughout the watershed area.
Wildlands Engineering, Inc.
Burnetts Chapel Buffer Mitigation Site — Part 4
�Z
Page 4.10

Lowther, Brian
From: Lowther, Brian
Sent: Friday, December 16, 2011 10:45 AM
To: 'Mack Summey'
Subject: RE: Verizon - Retial-Restaurant - Asheboro INC; - SW4111001
Hey Mack,
I have received all the additional information requested and done a preliminary review of the new sand filter designs.
The design and sizing of the sand filters looks to be appropriate except of the fact the sand filter is not designed offline
as we discussed. We don't normally permit sand filters that are not offline because of concerns about flow beyond the
design flow overloading the hydraulic capacity of a sand filter (usually resulting in an overflow), causing erosion in open
basin sand filters, and delivering more sediment to the sand filter than is necessary. Because of these issues, sand filters
are required to be designed "off-line", meaning only the design volume of the stormwater flow is sent from the
conveyance system into the treatment unit, and the excess is diverted.
Please consider providing a flow splitter or adding an overflow to the sediment chamber to bypass the higher flows
before they get to the sand filter. If you are not able to do this more information is needed to address the concerns
above. Also, please see Section 5.3 in the BMP Manual for more information on the design and regulatory compliance
issues related to flow splitters/diversion structures and designing systems off-line.
The requested information should be received by this Office prior to January 6, 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 feel free to contact me at (919) 807-
6368 or [e-mail].
Brian
From: Mack Summey fmaiIto: mack(&asheboro.coml
Sent: Thursday, December 08, 2011 7:12 PM
To: Lowther, Brian
Subject: Verizon - Retial-Restaurant - Asheboro NC
Hey Brian
Here are the deed restrictions for this one.
The originals are in the mail to you.
Thanks!
Mack
H. Mack Summey, Jr., PE
Summey Engineering Associates, PLLC
Engineering - Land Planning - Consulting
P.O. Box 968
Asheboro, NC 27204
Office - 336-328-0902

Summey Engineering Associates, PLLC
Engineering • Land Planning • Consulting
P.O. Box 968
Asheboro, NC 27204
Phone: [phone] • Fax: [phone]
November 25, 2011
Re: Retail User & Restaurant
Stornnvater Project No. SW41 1 1001
Randolph County. NC
SEA Job No. E-1972
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 letter dated October 24, 2011 concerning the above referenced project.
Below are your comments with my responses in Bold type.
1. Since this is a commercial subdivision, deed restrictions are required. Please submit the deed
restriction form. Enclosed are the deed restrictions you requested.
2. Pretreatment is required for each bioretention cell. The supplements indicate there are gravel
and grass pretreatment but this is primarily used with sheet flow and this not the case with
your design. Please revise design to provide pretreatment. Due to the nature of the site, a
pretreatment area could not be implemented with our design so we replaced the bio-cell
with a sand filter in both locations. Revised and updated calculations, narrative,
supplement forms and 4 & M forms are included.
3. Another concern is the lack of energy dissipaters on the stormwater inlets to the bioretention
cells. Please provide calculations that show the floe will be non -erosive or provide energy
dissipaters. We have provided rip rap outlet pads into each sand filter. This revised
plan will be forwarded to NCDENR — Land Quality showing the revised outlet pads.
4. The supplement form indicates a vegetated filter strip of 30 ft is provided for drainage area 2.
"Phis is not required and does not look to be provided. Please revise the supplement. As
stated above, the forms have been revised.
Please let me know if you need anything else to aid or assist in your review of this project.
Very Truly Yours,
SunImey Engineering ssociates, PL C
H. Mack Summey, Jr., PE
HMSJ/hmsj
Cc: Mr. Carlos Hernandez, Parkes Development
File

Stormwater Project Narrative
Retail User & Restaurant
East Dixie Drive
Randolph County - Asheboro, NC
The purpose of this narrative is to briefly describe the development of a new Retail & Restaurant Development
located on a 4.905 acre parcel in front of the Walmart Shopping center just west of US Hwy 64 and NC Hwy 42
in Asheboro, NC. The site was the former home of the Stuart Bowman Cadillac Dealership until its closing a
few years ago.
The property consists of an existing building and a large parking lot previous used as the automotive Dealership.
This stormwater management plan is the result of the site being Tipped into the NPDES Phase I1 regulations and
as a result must comply with the Post Construction Rules.
The property is to be subdivided into three (3) parcels. Currently a retail store is planned and a Restaurant in the
next several months. The third lot will remain for sale for either use.
The plan for this project is to "Trade off' some of the existing Impervious areas and build smaller Sand Filter
Devices to treat new impervious surfaces and allow the third tract to be built with no BMP's by simply making
up for the Impervious Areas on the first 2 lots as can be seen from the attached calculations.
The existing 4.905 acre site was originally developed with buildings and parking areas that totaled 2.08 Acres of
Existing Built Upon Area. The existing topography slopes from the Fast to West toward the Western property
corner toward a large 60" CMP that runs through the property.
The proposed development consists of clearing, grubbing & grading the existing building and paved areas
totaling 2.08 acres plus an additional acre and placing the proposed retail building near the eastern edge of the
property. The future Restaurant Property will be near the Western border while the third parcel is located
southward toward the Walmart Shopping Center.
Due to the nature of the development, we propose to use two (2) Sand Filter Devices, one for each lot to capture
and treat the stormwater and slow it down around the site. The sand filters are designed to capture the first one
inch of runoff and slowly release the flows over time into the ground and under drain system. Please note that
both sand filters are over sized to capture more runoff than necessary due to not have a bypass feature.
In summary, the calculations will reflect that the 2.08 Ac. of existing Impervious area will be bypassed, mainly
in the future third lot while the additional Impervious areas created by the front two(2) sites will be treated in the
sand filter areas. The future lot will be limited to having 1.12 Ac. of Built Upon Area available to its use
without additional BMP's being constructed.
The site has been approved by the City of Asheboro Planning and Engineering Departments and the NCDENR-
Division of Land Quality. Please see the attached plans, calculations and details for more information.

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
All BUA surface area runoff will be directed to two(2) Sand Filters as shown on the plans. BMP's are
designed to capture the first inch of runoff from the entire site. _
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulations) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 4.905 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
ArW:4.905 acres
* Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Higgh Water (NHM line or Mean High Water
W) (MHline, and coastal wetlands landward from the NHW (or MH1N) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) Iine may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 71.28 %
9. How many drainage areas does the project have? 2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
UT to Vestal
Creek
UT to Vestal
Creek
Stream CIass *
C
C
Stream Index Number *
17-22-4
17-22-4
Total Drainage Area (so
58,370
30,927
On -site Drainage Area (so
58370
30,926
Off -site Drainage Area (so
0
0
Proposed Impervious Area** (so
37,461
23,958
% Impervious Area** total
64.05
77.46
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
4,746
9,704
On -site Streets (so
21,170
8,846
On -site Parking (so
8,367
4,425
On -site Sidewalks (so
3,178
983
Other on -site (sf)
0
0
Future (so
0
0
Off -site (so
0
0
Existing BUA*** (sf)
0
0
Total (so:
37,461
23,958
Stream Class and Index Number can be determined at: http://h2o.enr.state.nc.us/bims/reports/reportsWB.html
Form SWU-101 Version 07July2009 Page 3 of 7

NCDENR
i iort� Carolina Iepaitment of Ervirwment and Hatu;-al Resourct)s
Division of Water .duality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 24, 2011
Mr. H. Mack Summey, Jr„ PE
Summey Engineering Associates, PLLC
PO Box 968
Asheboro, NC 27204
Subject: Request for Additional Information
Stormwater Project No. SW4111001
Verizon Wireless & Retail Space
Randolph County
Dear Mr. Summey:
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on October 18, 2011. 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. Since this is a commercial subdivision, deed restrictions are required. Please submit the deed restriction
form.
2. Pretreatment is required for each bioretention cell. The supplements indicate there are gravel and grass
pretreatment but this is primarily used with sheet flow and this not the case with your design. Please revise
design to provide pretreatment.
3. Another concern is the lack of energy dissipaters on the Stormwater inlets to the bioretention cells. Please
provide calculations that show the flow will be non -erosive or provide energy dissipaters.
4. The supplement form indicates a vegetated filter strip of 30 ft is provided for drainage area 2. This is not
required and does not look to be provided. Please revise the supplement.
The requested information should be received by this Office prior to November 7, 2011, 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 feel free to contact
me at [phone] or brian.11owther(ancdenr.gov.
Sincerely,
24'J�
Brian Lowther
Environmental Engineer
cc: Winston Salem Regional Office
SW4111001 File
William J. Trogdon, Triangle Investors Company, 150 W. Kivett Street, Asheboro, NC, 27203
':Vedands and ;it_rmmater ranch One
617 Mail Service Ccnter, cileigh, North Ca lin, 27t 'j-1617 NorthCaf .)lina
ocation: 512 tJ. alr,oury .: Rategh, Non;. ;a,,,lina `?604 N.' y� /J1 FA 919-807.64W4 , C,stomerService: 1 81 r r 23 ;,748 i711 M' d�
Memel: www,i.-"1r..rgua;+ rrc

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RIC T it 44)
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Application Completeness Review
re '5 R . *- f L P 6J'T4-G1,
4- ce— d E f r
wo
First Submittal ❑ Re -submittal Date Received
Development/Project Name:
Receiving stream name u ,,: (
fiver basin: (:R-119
c 1 ,9n.Date Reviewed: / ° By Bill Diuguid
.R et 1- ' Classification:
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-{I, WS-ill, 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„witliiri an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): ^l)
Latitude and Longitude:.35 4 9 70 IU -? g 78 %&V Jurisd'(ction _e&M1Pa4P M
Project Address: /_' , pr if It- .DRiVC "J Pwpa ' of S. fir_
Engineer name and firm: h7kr_1c 54 5 . 'b�,J sS 4 SJfiQ1�o��
Phone: 334 -_3.29 - Q ?0 Z Em 6 iI: rv,.acic 4SJf400R0 . orn
Is the project confirmed to be in the State MSl Stormwater Permit jurisdiction? p'%es or ❑ No
0 Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets Q-High Density ❑ Other
401/404 impacts to surface waters, wetlands,'and buffers (add language to cover letter and/or add info letter)
V UA �/ . Z 8 1a
a" Check for $505.00 included
d Original signature (not photocopy) on application
rn'/ Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: hapa/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.
❑ For subdivided projects, a signed and notarized deed restriction statement
Sealed, signed & dated calculations
ar- Correct supplement and 0&M provided for -each BMP-,pn; site (check all that were provided & number of each)
Er'
Bioretention
❑ Rooftop Runoff Management
❑
Dry Detention Basin
❑ Sand Filter
0
Filter Strip
❑ Stormwater Wetland
G
Grass Swale
❑ Wet Detention Basin
❑
Infiltration Basin
❑ Low Density
0
Infiltration Trench
❑ Curb Outlet
ci
Level Spreader
. ❑ Off -Site
Permeable Pavement
"w° ,°'t' ❑ NCDOT Linear Road
❑ Restored Riparian Buffer ;,.'rs�l{i, :;ri_;;r,
Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
WI/'Narrative Description of stormwater management provided
V 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
�/�Dretails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
mensions & slopes provided
�Y ai areas delineated ❑Pervious and impervious reported for each ❑ Areas of high density
BMP operation and maintenance agreements provided
❑ Application complete BYApplication Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

SL 2006-246 Section 9 Post Construction Requirements for,Non-Coastal Counties
r
Low -density ro'ects
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable;
0 Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive languagelmeasures.
High density projects
❑ Control and treat runoff from the first one -inch of rairY:
❑ Runoff volume drawdown time must be a minimum of 48"ti'ou'rs;'but not more than 120 hours;
❑ Discharge the storage volume at a rate equal�to or less, thah 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
❑ 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, Bit) Diuguid

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly ayes Perdue
Govern r
'homas D. Kemp
'homas D. Kemp
.O. Box 971
,sheboro, NC 27204
Sir or Madam,
Coleen H. Sullins
Director
September 14, 2011
Natural Resources
Subject: Post -Construction Notification
Project ID: Rando_Sept_23_2011_1
Project: Verison Wireless & Retail Use
Randolph County, North Carolina
Dee Freeman
Secretary
RECEIVED
N.C.Dept. of ENR
OCT 2 0 2011
Nnston-salem
Regional Me
A review of the Financial Responsibility/Ownership (FRO) form required under the
limentation Pollution Control Act received on September 23, 2011 has determined that the Verison
reless & Retail Use project may be subject to a State Stormwater Permit for Post -construction.
Unless excluded under the provisions of Session Law 2006-246, Section 8, you must submit
ithin 30 days an application for a Post -Construction Stormwater Permit to:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Center
Raleigh, NC 27699-1617
The Post -construction permit is in addition to a North Carolina General Permit (NCGO 10000)
received for construction activity from the Division of Water Quality. For more information
ng MS1 Post -Construction and Phase I1 Session Law 2006-246 please visit:
http://portal.ncdenr.org/web/wq/ws/su/statesw
If you have any questions concerning this matter please feel free to call me at 919-807-6379 or e-
il me at [e-mail].
incerely,
Je�fenes
Environmental Engineer
Winston-Salem Regional Office, Surface Water Protection Section
Stornliwater Permitting Unit Files
Wetlands and Si xmwaier 8rar ;h onr,
1617 M u S­.rvir:� Center, Raleigh, North Ca olina 27599=1617 North G- wima
I_o alin a 5 N. Salisbury St @alr;iqh, orth Carolina ?7F%14
Cullom .vicar 1 F ? 23 :i74@ V7v7u�
!r+leruet: w'.n nL rralorqua'-!y.org r
f-p31 Dpl. r''ylAffUm.ir•:r. ^.UknEm;:.t,

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
August 17, 2011
Re: Identification of the seasonal high-water table for a proposed bio-cells at 1340 East Dixie Drive, Asheboro, NC
27203 (Verixon Wireless and Retail User)
Mr. Summey,
Per your request, soil conditions were evaluated for the proposed bio-cells 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 a hand auger.
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
Large areas of fill material were encountered during the evaluation of this property. Auger refusal occurred several times
during the evaluation which precluded a thorough evaluation of the site. In order for this site to be evaluated for the
presence of the seasonal high water table, multiple borings were evaluated around the areas proposed for the two bio cells.
Upon completion of the evaluation, it was determined that the seasonal high water table was not observed within two feet
of the proposed bottom elevation of the two bio cells. Data for the site can be found in the table below.
Bio-Cell
Elevation of soil
Bottom Elevation
Depth (elevation)
SHWT Depth
boring(s) location
of cell (feet)
of boring(s) (feet)
(feet)
feet
1
770'
766'
759'
Not observed
2
765'
764'
756'
Not observed
I am pleased to be of service in this matter and can be contacted at your convenience should you have questions
concerning information within this report.
Thank you,
Sco . Cole
North Carolina Licensed Soil Scientist
rn

Stormwater. Design -Calculations
• - for �-;° -
Retail User-& rRestaurant
City of Asheboro_
Randolph County;=North Carolina
SEA PROJEC-fNi"O : E-2fif5
Owner/Developer
Parkes Development Group, LLC
PDG Asheboro 1, LLC
105 Reynolds Drive
Franklin, TN 37064
Contact: Project Engineer
Phone: [phone]
Prepared By:
SUMMEY ENGINEERING ASSOCIATES, PLLC
ENGINEERING • LAND PLANNING • CONSULTING
P.O. BOX 968
ASHEBORO, NC 27204
Phone: [phone] J Fax: [phone]
E-mail: mack@asheboro-com
!November, 2011

Stormwater Project Narrative
Retail User & Restaurant
East Dixie Drive
Randolph County - Asheboro, NC
The purpose of this narrative is to briefly describe the development of a new Retail & Restaurant Development
located on a 4.905 acre parcel in front of the Walmart Shopping center just west of US Hwy 64 and NC Hwy 42
in Asheboro, NC. The site was the former home of the Stuart Bowman Cadillac Dealership until its closing a
few years ago.
The property consists of an existing building and a large parking lot previous used as the automotive Dealership.
This stormwater management plan is the result of the site being Tipped into the NPDES Phase II regulations and
as a result must comply with the Post Construction Rules.
The property is to be subdivided into three (3) parcels. Currently a retail store is planned and a Restaurant in the
next several months. The third lot will remain for sale for either use.
The plan for this project is to "Trade off' some of the existing Impervious areas and build smaller Sand Filter
Devices to treat new impervious surfaces and allow the third tract to be built with no BMP's by simply making
up for the Impervious Areas on the first 2 lots as can be seen from the attached calculations.
The existing 4.905 acre site was originally developed with buildings and parking areas that totaled 2.08 Acres of
Existing Built Upon Area. The existing topography slopes from the East to West toward the Western property
corner toward a large 60" CMP that runs through the property.
The proposed development consists of clearing, grubbing & grading the existing building and paved areas
totaling 2.08 acres plus an additional acre and placing the proposed retail building near the eastern edge of the
property. The future Restaurant Property will be near the Western border while the third parcel is located
southward toward the Walmart Shopping Center.
Due to the nature of the development, we propose to use two (2) Sand Filter Devices, one for each lot to capture
and treat the stormwater and slow it down around the site. The sand filters are designed to capture the first one
inch of runoff and slowly release the flows over time into the ground and under drain system. Please note that
both sand filters are over sized to capture more runoff than necessary due to not have a bypass feature.
In summary, the calculations will reflect that the 2.08 Ac. of existing Impervious area will be bypassed, mainly
in the future third lot while the additional Impervious areas created by the front two(2) sites will be treated in the
sand filter areas. The future lot will be limited to having 1.12 Ac. of Built Upon Area available to its use
without additional BMP's being constructed.
The site has been approved by the City of Asheboro Planning and Engineering Departments and the NCDENR-
Division of Land Quality. Please see the attached plans, calculations and details for more information.

Sand Filter Selection Worksheet -*" I
t (days)? 1.66 «<< Time to Drain Filter er%-z(; FJ
k (ft/day)? 3.6 «« Coefficient of Sand Permeability
110 (inthr)? 6.85 «« Rainfall Intensity
df min (ft)? 2 «« Minimum Allowable Filter Depth
!
- •
•
1Basin
(Min.)
NN
KV = vommeiric Kunorr uoerriaent (u.u5+tu.uuaxt ioimp)) (unmess)
Rd = Design Storm Rainfall Depth (1" NC Piedmont or 1.5" NC Coast) (in.) VA. ) 3 -(A c- _
WQV = (Rv x Ad x 43,560 x Rd)112
As = Sedimentation Basin Area (sf) AA(e) S�
As (Minimum) = 0.066 x WQV: Minimum Sedimentation Basin Area (sf)
df: Depth of Sand Filter 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 = WQVadj)(As + Af): Maximum Head On Sand Filter - between 2 and 6 feet
hA hMaxFilter 12 (ft)
Af = Sand Filter Area (sf)
Af (Minimum) = (WQV x df)1 (k x t x (hA + df)): Minimum Filter Bed Area (sf)
h MaxFilter Drainaqe Area
Filter 1
hMaxFilter WQV adj As + Af Af (min.)
(ft) (cf) (sf) (sf)
2.0
2,285.4
1142.7
349.6
2.5
2,285.4
914.2
322.8
3.0
2,285.4
761.8
299.7
3.5
2,285.4
653.0
279.7
4.0
2,285A
571.3
262.2
4.5
2,285.4
507.9
246.8
5.0
2,285.4
457.1
233A
5.5
2,285.4
415.5
220.8
6.0
2,285.4
380.9
209.8
11/1512011 SandFilter-1.xls

Permit Number:
(to be provided by DWQ)
OF W A rgR
O� 4G
_ l 1*0 A
_ } r
NC®ENR n
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section lll) and the I&M Agreement (Section IV)
I. PROJECT INFORMATION
Project name Retail & Restaurant Site
Contact name H. Mack Summey, , Jr., PE
Phone number 336-328-0902
Date November 15, 2011
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area (Ac)
58,370.00 ft' OK
Impervious area
37,461.00 ft'
% Impervious (IA)
64.2% %
Design rainfall depth (RD)
1.00 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
2.79
in
1-yr, 24-hr intensity
0.12
inlhr
Pre -development 1-yr, 24-hr runoff
0.06
ft3lsec
Post -development 1-yr, 24-hr runoff
0.11
ft'/sec
Pre/Post 1-yr, 24-hr peak control
0.05
ft3lsec
Storage Volume
Design volume (WQV)
3,047.00 ft'
Adjusted water quality volume (WOV,,di)
2,285.25 ft'
Volume contained in the sedimentation basin and on top of the sand filter
7,653.00 ft'
Top of sand filter/grate elevation
765 ft amsl
Weir elevation (between chambers)
767 ft amsl
Maximum head on the sedimentation basin and sand filter (hMaxl`uer)
3.00 ft
Average head on the sedimentation basin and sand filter (hA)
1.50 ft
Runoff Coefficient (Rv)
0.63 (unitless)
Type of Sand Filter
Open sand filter? Y
Y or N
SHWT elevation
756.00 ft amsl
Bottom of the sand filter elevation
763.00 ft amsl
Clearance (dsHwT)
7,00
Closed/pre-cast sand filter? N
Y or N
SHWT elevation
ft amsl
Bottom of the sand filter elevation
ft amsl
Clearance (dsHwr)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
ft
structure (dspxe)
OK
OK
OK
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and 11. Project Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWQ)
Sedimentation Basin
Surface area of sedimentation basin (As)
Sedimentation basin/chamber depth
Sand Filter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outlet dischargelflowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
If not a closed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamberlforebay (Wso)?
What is the depth of sand over the outlet pipe (dpipe)?
201.00 ftZ vn. IVICULb Inuunlum, UUL Islay nvuu LV Ur uwlcaacu LU
...... i..�.. al,,,, ...........J .._L...._ a,...... ....J__ [+�__......
2.00 ft
349.00 ft' Vr\. IVIVULJ IIILI I I I I I U I I I, UUL IIlay IIUru lU UC fI WI OdWlu LU
765.00 It amsl
763.00 ft amsl
2.00 ft
3.50 (fUday)
4.00 in
0,10 Wises
40.00 hours OK. Submit drainage calculations.
1.67 days
N Y or N Excess volume must bypass cell,
N Y or N Insufficient Flow splitter.
YorN
27.00 ft
N Y or N
Show how flow is evenly distributed.
Y Y or N
OK
Y Y or N
OK
Y YorN
OK
Y Y or N
OK
20.00 ft
OK
1.50 ft
OK
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts $ and 11. Project Design Summary, Page 2 of 2

Permit No.
(to be provided by D WQ)
Jill. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent,
the agent may initial below. if a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the fi#ter
chamber,
- Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
Off -site drainage (if applicable), and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the sand filter showing;
- System dimensions (length, width, and depth) for both the sedimentation chamber and the
chamber,
- Maintenance access,
- Flow splitting device,
- Vegetative filter strip dimensions and slope (if SA waters),
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
Boundaries of drainage easement
filter
3, Section view of the sand filter (1" = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media,
- Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
- SHWT elevation,
Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
�`tsJ Z 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
e l\0 as+ � 5. Supporting calculations (including drainage calculations)
z,.closed 6. Signed and notarized operation and maintenance (0&M) agreement
sEa 7. A copy of the deed restrictions (if required).
Form SW401-Sand Filter-Rev.5 2009Sept17 Part III, Page 1 of 1

Form SW401-Sand Filter O&M-Rev.4 2009Septl 7 Page I of
Sand Filter 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:
The drainage area will be carefully managed to reduce the sediment load to the sand filter.
The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds six inches.
Once a year, sand media will be skimmed.
The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than 1.0
inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set
location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How 1 will remediate the'problem: i
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Adjacent pavement (if
Sediment is present on the pavement
Sweep or vacuum the sediment as soon as
applicable)
surface.
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
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 long.
Maintain vegetation at an appropriate height.
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a depth
Search for the source of the sediment and
of greater than six inches.
remedy the problem if possible. Remove the
sediment and stabilize or 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 problems.
Weeds are present.
Remove the weeds, preferably by hand. if a
pesticide is used, wipe it on the plants rather
than spraying.
BMP element:
Potentialproblem:
How 1 will remediate theproblem: E "
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is clogged
collection system
more than 24 hours after a storm.
and flush if necessary. If water still ponds,
remove the top few inches of filter bed media
and replace. If water still ponds, then consult
an expert.
Outlet device J
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite_

The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage have
occurred at the outlet.
Contact the NC Division of Water Quality 401
Oversight Unit at 919-733-1786.

Permit Number:
(10 be provided by 1)WQ)
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: Retail & Restaurant User
BMP drainage area number:
Print name: Mr. William Trog_don
Title: Managing Partner
Address: 150 West Kivett Street Asheboro NC 27203
Phone:
Signatt
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, Stephanie T. Bennett ,.a Notary Public for the State of
North Carolina , County of Randolph , do hereby certify that
William J. Trogdon personally appeared before me this 2,gth day of
[November 2011 , and acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 07--27-2014
91 k O�� r&,&� 7q-

Sand Filter Selection Worksheet
t (days)?
1.66
«« Time to Drain Filter
k (ft/day)?
3.5
«« Coefficient of Sand Permeability
110 (inlhr)?
6.85
«« Rainfall Intensity
df min (ft)?
2
«« Minimum Allowable Filter Depth
eS•
■
•
RSed
1Basin
xv = volumetric rwnorr coetricrent tu.u3+(u.uuyx(ioimp)) (unitiess)
Rd = Design Storm Rainfall Depth (1" NC Piedmont or 1.5" NC Coast) (in.) _t,
WQV = (Rv x Ad x 43,560 x Rd)112 4� = Lrr rt' 1 k 5
As = Sedimentation Basin Area (so `jAr
As (Minimum) = 0.066 x WQV. Minimum Sedimentation Basin Area (so
df: Depth of Sand Filter Bed (ft) OX/
k: Coefficient of Permeability for the Sand Filter (3.5 ft/day)
lv
t: Time Required to Drain the WQV Through the Sand Filter (day). Should be 40 Hours (1.66 days).
hMaxFilter = WQVadj1(As + Afl: Maximum Head On Sand Filter - between 2 and 6 feet
hA = hMaxFilter 12 (ft)
Af = Sand Filter Area (so
Af (Minimum) = (WQV x do 1 (k x It x (hA + do): Minimum Filter Bed Area (so
h MaxFilter Drainage Area
Filter 1
hMaxFilter WQV adj As + Af Af (min.)
(ft) (cf) (so (sf)
2.0
1,446.7
723.4
221.3
2.5
1,446.7
578.7
204.3
3.0
1,446.7
482.2
189.7
3.5
1,446.7
413.4
177.1
4.0
1,446.7
361.7
166.0
4.5
1,446.7
321.5
156.2
5.0
1,446.7
289.3
147.6
5.5
1,446.7
263.0
139.8
6.0
1,446.7
241.11
132.8
11 /15/2011 SandFilter-2.As

Permit Number:
(to be provided by DWQ)
A® �__^
l
NC®ENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section III) and the I&M Agreement (Section IV)
L PROJECT INFORMATION
Project flame Retail & Restaurant Site
Contact name
Phone number
Date
Drainage area number
H. DESIGN INFORMATION
Site Characteristics
H. Mack Summey, , Jr., PE
336-328-0902
November 15, 2011
Drainage area (AD) 30.927.00 ftZ OK
Impervious area 23,958.00 fe
% Impervious (IA) 77.5% %
Design rainfall depth (Rn) 1.00 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
2.79
in
1-yr, 24-hr intensity
0.12
inihr
Pre -development 1-yr, 24-hr runoff
0.03
ft3lsec
Post -development 1-yr, 24-hr runoff
0.07
ft3/sec
Pre/Post 1-yr, 24-hr peak control
0.04
ft/sec
Storage Volume
Design volume (WQV) 1,930.00 ft,
Adjusted water quality volume (WQVAd) 1,447.50 ft' OK
Volume contained in the sedimentation basin and on top of the sand filter 4,331.50 ft'
Top of sand filtertgrate elevation 761 ft amsl
Weir elevation (between chambers) 763 ft amsl
Maximum head on the sedimentation basin and sand filter (hM,Filter) 2.50 ft OK
Average head on the sedimentation basin and sand filter (hA) 1.25 ft OK
Runoff Coefficient (Rv) 0.75 (unitless)
Type of Sand Filter
Open sand filter? Y
Y or N
SHWT elevation
756.00 ft amsl
Bottom of the sand filter elevation
759.00 ft amsI
Clearance (dsK T)
3.00
Closed/pre-cast sand filter? N
Y or N
SHWT elevation
ft amsl
Bottom of the sand filter elevation
ft amsl
Clearance (dsHw)
If this is a closed, underground closed sand filter: The clearance between
the surface of the sand filter and the bottom of the roof of the underground
ft
structure (ds,,,,.)
Wp�T�fihR\�\SSG
71 ✓w� -i
PNq=!W1 '
Form SW401-Sand Filter-Rev.S 2009Sep117 Parts I and 11. Project Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWQ)
Sedimentation Basin
Surface area of sedimentation basin (As)
Sedimentation basin/chamber depth
Sand Filter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed (dF)
Coefficient of permeability for the sand filter (k)
Outlet diameter
Outiet dischargelilowrate
Time to drain the sand filter (t)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off -Sine flow -splitting device used?
If draining to SA waters; Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
It not a closed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamberlforebay (WSed)?
What is the depth of sand over the outlet pipe (dpipe)?
528.00 ft2 ^' 1 UMb 1111111111 UIt 10 UUL IIIdy IIGgU W uC 11 I1dgC10CU W
2.00 ft
225,00 ft' UN. 191tAlLD I I I II 11111 U11.1. UUL IIICIy IIt= LU UG II ILA CdZWU LU
761.00 ft amsl
759.00 ft amsl
2.00 ft
3.50 (ft/day)
4.00 in
0.10 ft'/sec
40.00 hours
OK. Submit drainage calculations.
1.67 days
N
Y or N
Excess volume must bypass cell.
N
Y or N
Insufficient flow splitter.
YorN
45.00 ft
N
Y or N
Show how flow is evenly distributed.
Y
Y or N
OK
Y
Y or N
OK
Y
YorN
OK
Y
Y or N
OK
35A0 ft
OK
1.50 ft
OK
Form SW401-Sand Filter-Rev.5 2009Sept17 Parts I and II. Project Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
IIII. REQUIRED ITEMS CHECKLIST I
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal
package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent,
the agent may initial below. If a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
Maintenance access,
- Flow splitting device,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
- Oft -site drainage (if applicable), and
- Boundaries of drainage easement.
H141 2. Plan details (1" = 30' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the
chamber,
- Maintenance access,
- Flow splitting device,
- Vegetative filter strip dimensions and slope (if SA waters),
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable), and
- Boundaries of drainage easement.
3. Section view of the sand filter (1" = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media,
filter
Connection between the sedimentation chamber and the sand filter chamber and weir elevation,
- SHWT elevation,
- Outlet pipe, and
Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable).
} T'-SJ L j 4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
WL!4J_ (-LA dv�!d 5. Supporting calculations (including drainage calculations)
e„:4—d 6. Signed and notarized operation and maintenance (0&M) agreement
�k J �stf 7. A copy of the deed restrictions (if required).
Form SW401-Sand Filter-Rev.5 2009Sept17 Part III, Page 1 of 1

Summey Engineering Associates, PLLC
SEA Engineering • Land Planning • Consulting
PLLC 1019-8 S. Cox Street — Asheboro, NC 27203
[phone] / Fax: [phone] / [e-mail]
TRANSMITTAL RRUdP
Date: October 12, 2011
To
NCDENR — DWQ
Stormwater Permitting
512 N. Salisbury Street, 91h Floor
Raleigh NC 27604
Attn: Robert D. Patterson, PE
919-807-6375
We are sending you attached the following items:
Re:
OCT 1 8 2011
DENR - WATFR ni in: iry
SEA Job No. E-2165
❑
Shop Drawings
❑
Samples ❑ Copy of Letter
❑
Prints
❑
Specifications ❑ Other
®
Plans
❑
Disk
# Copies
Drawing #
Description
Disposition
2 ea.
Plans for Review
1 ea.
Application Package
1 ea.
Check for $505.00
Remarks
Please call if you have any questions.
Thanks,
Mack
By:
H. Mack Summey, PE
c: File

SUMMEY ENGINEERING ASSOCIATES, PLLC Project: Job No- F Ziri 5,
1342 E. Salisbury St. 336-328-0902
Asheboro, NC 27203 fax [phone] Subject: Date:
[e-mail] Sheet: of
--�'-i-
_r .�� �►�e-_,.:_ �o cell � C P�-� j� s�' - � �, .z - � .�r_�_ _.l
J- - 1560giosf t� 1,30 At,
i/ A. 30 — U. 76 J_
-SIT ./ IV • f ' z. (t,30) -1
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761) ZX 36) Z'
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CA
_F11 L;
AL

Owner/Developer
Parkes Development Group, LLC
PDG Asheboro 1, LLC
105 Reynolds Drive
Franklin, TN 37064
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]
November, 2011
D L5 @20 V
NOV 3 0 Z011
OETLANDSAND STORMINA E BRANCH

Summey Engineering Associates, PLLC
SEA Engineering • Land Planning • Consulting
PLLC l 0l 9-13 S. Cox Street — Asheboro. NC 27203
[phone] / Fax: [phone] / [e-mail]
TRANSMITTAL
Date: November 29, 2011
To: NC Division of Water Quality Re: Verizon Wireless
512 N. Salisbury St.
Wetlands & Stormwater Branch
Raleigh NC 27604 SEA .fob No. E-2165
Attn: Brian Lowther
We are sending you attached the following items:
❑
Shop Drawings
❑
Samples ❑ Copy of Letter
❑
Prints
❑
Specifications ❑ Other
®
Plans
❑
Disk
# Co ies
Drawin #
I Description
Disposition
[2 0 IF ffs
2 ea.
Revised Plans
OV 3 U 2011
2 copies
Revised O & M
ENR-WATER QUALITY
WETWV
S AND STORM►YATER BRANCH
2 sets
Calculations
Remarks
Please call if you have any questions.
Thanks,
Mack
By:
H. Mack Summey, PE
c: File

Summey Engineering Associates, PLLC
SEA Engineering • Land Planning - Consulting
PLLC PO Box 968 - Asheboro, NC 27204
[phone] / Fax: [phone] / Mack a asheboro.com
TRANSMITTAL
January 5, 2012
To: Attn: Brian Lowther Verizon
NCDENR - DWQ - Stormwater
512 Salisbury St.
Raleigh NC 27604-1170
SEA Job No. E-2165
We are sending you attached the following items:
❑
Shop Drawings
❑
Samples ❑ Copy of Letter
❑
Prints
❑
Specifications ❑ Other
®
Plans
❑
Disk
# Copies I
Drawing #
Description
Disposition
For your review:
2 sets
Plans
.IAN 6 2012
DENR • WATER QUALITY
WETLANDS AND STORMWATER BF,ANCH
Remarks
c: File
Please let me know if anything else is needed.
Thanks,
H. Mack Summey, Jr.
By: H. Mack Summey, Jr.

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The data collection used to produce thiANNNIF-ayl-ISIRM911111
DateJTime Stamp
All information on this media is prepared for the inventory of real property found within Randolph County. Alt data, including maps, is compiled from recorded
deeds, plats, and other public records and data. Users of this data are hereby notified that the aforementioned public primary information sources should be
consulted for verification of the information. At information contained herein was created for the County'a internal use. Randolph County, its agents and
814/201 1 9:40:38 PM EST
employees make no warranty as to the correctness or accuracy of the information set forth on this media whether express or implied, in fact or in law, including
Version 5.0 (March 2011)
without limitation the implied warranties of merchantability and fitness for a part+cular use. Any resale of this data is strictly prohibited in accordance with North
Server: 02
Carolina General Statute 132.10. Grid is based on North Carolina State Plane NAC83.

RANI)OLPH COUNTY REGISTER OF DEERS - UNOFFICIAL RECORD Page r of 4
rmeb Kr1.1. n 4eu�
R""Sir al CAW.. firtat lab CO,MC
Rfoarelnf F— 123.10
NC R-1 E41,re Ex 7y: 1.10
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Y11� 1111lll1l1lbl�,li1lllU
2bb7M272ZH90000 DEla
8k;RE2022 Pg;200
W271M7 13:30:21 FM III
Mail to Grantee: rV � `7 � ` ��,60t b NL ] %� l7q
Prepared by: Smith, Alexander & Morgan, L.L.P., Attorneys, Asheboro, NC 27203
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED is made this 24th day of April, 2007, by and between the following Grantors
and Grantees:
GRANTOR: TROGDON PROPERTIES LIMITED PARTNERSHIP, RLLLP, a
North Carolina Registered Limited Liability Limited Partnership;
JEAN TROGDON SYKES, Unmarried;
GLADYS S. TROGDON, Unmarried
GRANTEE: TRIANGLE INVESTORS COMPANY, a North Carolina
Partnership
This designation Grantors and Grantees 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 Grantees, the
receipt of which is hereby acknowledged, have and by these presents does grant, bargain, sell and
convey unto the Grantees in fee simple that certain lot or parcel of land situated in Asheboro
Township, Randolph County, North Carolina, which is more particularly described as follows:
SEE ATTACHMENT A — Description attached hereto and incorporated herein
by reference.
For back reference see deed recorded in Book 1790, Page 2104, Randolph County
Registry.
In connection with the preparation of this instrument, Smith, Alexander & Morgan,
L.L.P. has not examined any public records, as they may pertain to the above -
described premises, and does not certify title,

RANDMPtt COUNTY REGISTER OF DEEDS - UNOFFICIAL RECORD Page 2 of 4
01��� 204
1121110
TO IIAVE AND TO HOLD in the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantees in fee simple.
And the Grantors covenants with the Grantees, that Grantors are seized of the premises in
fee simple, have 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 lawfitl
claims of all persons whomsoever.
IN WITNESS WHEREOF, the Grantors has hereunto set his/her hands and seals the day
and year first above written.
q„qu,M4wy;`
TROGDON PROPERTIES LIMITED PAdN °
RI.LLP, a North Carolina Registered Limi is
Limited Partnership i �aLIrc.
By:
t
William J. Trogdon, Gene artner
ap-am. Ile — la, 8-t�.leta_.fSEAL)
an Trogdon Syke �—
Gladys S. Trogdoxf U
IL0rq,-
A GQL IC
.1 O
STATE OF NORTH CAROLINA
COUNTY OF RANDOLPH
I, D. Call Kirby , a Notary Public of said county and state aforesaid, do
hereby certify that WILLIAM J. TROGDON, personally appeared before me this day and
acknowledged that he is the General Partner of TROGDON PROPERTIES LIMITED
PARTNERSHIP, RLLLP, a North Carolina Registered Limited Liability Limited
Partnership, and that by authority duly given and as the act of each entity, he signed the foregoing
instrument in its name on its behalf as its act and deed. WITNESS my hand and notarial seal, this
toe 27tL: ' day of April 200.
,P03idb Notary Public
I}aconunissioc+c�tpires: 10/23/2008
lam' r }:

RANOOLPM COUNTY REGIS7E9 OF OEEOS - UNOFFICIAL RECORD Page 3 of 4
WIG1310111110
RUM "V 314
STATE OF NORTH CAROLINA
COUNTY OF RANDOLPH
1. %?Ltd - _ �L �� a Notary Public of said County and State aforesaid,
do hereby certify that JEAN TROGDON SYKES, Unmarried, personally appeared before me
this day and acknowledged the execution of the foregoing instrument. WITNESS my hand and
notarial sea], this the .{7 `N day of y, 2007.
r�IR s . .
T
My commission expires:
4n1a;FAn
l1011deallR► MC
STATE OF NORTH CAROLINA
COUNTY OF RANDOLPH
rl q .5. 0-10.fF , a Notary Public of said County and State aforesaid,
do hereby certify that GLADYS S. TROGDON, Unmarried, personally appeared before me this
day and acknowledged the execution of the foregoing instrument. WITNESS my hand and notarial
seal,dristhe a7�= day of QD(� I 2007.
Notary Publtc
My cWnunission expires: g z 20 t 1
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RANDOLPH COUNTY REGISTER OF DEEDS - UNOFFICIAL RECORD Page 4 of 4
Ufflu INIIIkAIlW
RE2022 2N3 414
ATTACHMENT A
Description for
Triangle Investors Company, a North Carolina Partnership
Asheboro Township, Randolph County, North Carolina:
BEGINNING at an iron pipe in the Southern right-of-way of U.S. Highway 64, and N.C.
Highway 49, said iron pipe being 842 feet Southwest from the center of the right-of-way
of N.C. Highway 42 as measured along the Southern right-of-way of U.S. Highway 64
and N.C. Highway 49, said iron pipe being the Southwest comer of the Allenfield 0-tl
property; running thence along Allenfield Oils South line South 36 degrees 44 minutes
30 seconds East 356.44 feet to an existing iron pipe, Allenfield Oil's corner in the 0, M.
McDaniel Estate West line; thence along the McDaniel Estate's West line South 4
degrees 35 minutes West 480.12 feet to an axle set at stone, Burrow Estate's North line;
thence along the North line of the Burrow Estate North 86 degrees 19 minutes West
202.95 feet to an existing iron pipe, Caveness' new comer in the Burrow Estate's North
line; running thence along Caveness' new line North 18 degrees 47 minutes 30 seconds
West 556.69 feet to an iron pipe; running thence North 30 degrees 10 minutes West 64.35
feet to an iron pipe in the Southern right-of-way of U.S. Highway 64 and N.C. Highway
49; running thence along said right-of-way the following courses and distances: North 58
degrees 35 minutes East 13 feet, North 55 degrees 30 minutes East 143.65 feet, North 54
degrees 21 minutes 30 seconds East 8715 feet, North 52 degrees 44 minutes East 48.92
feet to the BEGINNING, containing 4,964 acres, more or less, and being the identical
property conveyed to S. E. Trogdon, Jr., lames 0. Trogdon and William ]. Trogdon by
deed of S. E. Trogdon, Sr. and wife, Lena W. Trogdon, dated May 7, 1971 and recorded
October 18, 1972 in Book 1054, Page 57, Randolph County Registry.
This 4.964 acre tract includes 1.87 acres previousty conveyed to Triangle Investors
Company in Book 1064, Page 56, Randolph County Registry.

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