SW7110902_HISTORICAL FILE_20130426

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE`l�J�`
(�
YYYYMMDD

i"
AVOLIS ENGINEERING. P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 Office: 252.633.0068
April 26, 2013
Ms. Kristin Jarman
Environmental Senior Specialist
NCDENR — Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
RE: Tractor Supply
3821 ML King, Jr. Boulevard, New Bern, Craven County, North Carolina
AE Project No. 10051
Dear Kristin:
As we discussed by telephone, please accept this letter documenting the reasoning for the
installation of the vegetated swale along the eastern side of the Tractor Supply property. During
the City review process for the project, the adjoining property owner to the east expressed
concern that stormwater runoff from the Tractor Supply property would flow onto his property.
Despite discussions illustrating the inverted pavement sections and stormwater collection system
would not allow surface water runoff from the Tractor Supply property to enter his property, his
fears could not be alleviated. Therefore, it was agreed upon that a small shallow swale could be
installed between the edge of the pavement and the property line along the eastern side of the site
to divert any possible water from the Tractor Supply site away from this property. The Tractor
Supply construction was completed in accordance with the project plans. With the inverted
pavement section, no water is entering this swale from the pavement section. There is a small
pavement area at the northeastern entrance from U.S. Highway 17 where runoff from the
pavement flows to the vegetated shoulder area and enters the swale.
I have included with this email a copy of the grading plan which illustrates the location of this
swale. The Swale is vegetated and stable.
Should you have any additional questions or comments relating to this matter, please do not
hesitate to call.
Jein
ce ly,
vin Avolis, PE
e-President
cc: Mr. Scott Vinson

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MCI" SUPPLY
BB21 Y.L qNG, IR, BLVD.
NEW BERN, NORTH CAROLINA
AVOLIS ENGINEERING, PA
P,O. BOX 15%4
NEW BERN, NC 28561
PH.(15116B3-0O68, FA%1152)8770507
OIEm
aV
SITE GRADING PLAN

EXPRESS
SEP 20 2011
NC DENR
RECEIVED
SEP 4-9"2011
DWQ-WARO
High Density Stormwater, Erosion Control
And Nitrogen Calculations
Tractor Supply
3821 MLK Boulevard
New Bern, NC
Prepared by:
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
FAX [phone]
July 8, 2011 <Ul.
;C.F:

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Stormwater Management Narrative
Tractor Supply
3821 ML1K Boulevard
New Bern, NC
This project proposes the development of a tractor supply retail store on a wooded site
along MLK Boulevard (US 17). The development includes the 19,050 square foot
building, parking, outside display and storage areas, US 17 turn Zane and entrance
driveways. The site is presently wooded and undeveloped.
The project will have an infiltration basin for stormwater treatment. The basin is sized to
hold the entire 10-year, 24-11our storm runoff volume without discharge in order to
provide the required runoff rate control. The Tractor Supply facility will be on its
separate lot which is 3.82 acres in size. "fhe Tractor Supply lot built -upon area is
66.18%.
The proposed driveway accessing the western side of the site crosses two separate pieces
of property, one of which will be a future development outparcel site outside of this
project. The outparcel area is treated as a separate stormwater basin (basin 42). Basin 112
is designated as it low density area with a built -upon area of 14.6%. All of the runoff
from the entrance drive, including that runoff from another adjoining property being
crossed, is collected in the curb and gutter system and is directed to a 5:1 side slope
vegetated outlet swale for treatment. The outparcel will be developed at a later date, at
which time the driveway runoff may be discharged to a BMP developed at that time.
The detention pond will be used as a temporary sedimentation trap during construction
and will be cleaned of any accumulated sediment after construction.
The soils on the site are classified as Autryville by the Craven County Soil Survey.
Autryville is described as a sand and a sandy loam at the depths to be disturbed by this
project. 'file depth to the seasonal high water table (SH WT) at the boring location was
determined to be ten feet. This depth corresponds to an elevation of 13.0 beet for the
SHWT. The infiltration rate reported by GCS, Limited is 8.3 inches/hour.
The property is owned by Meadows Properties, LLC and is being developed by
ARTTSCOTWO, LLC. There have been no previous permits issued for the work area.
The driveway accessing the western side of the site is being constructed across two other
properties and will benefit both of these property owners. The other property owners
have provided permission for the construction of the driveway along with access
easements.
']here is no off=site pervious or impervious area draining into the site. A display area at
the front of the parking lot along US 17 is 4,500 square feet in size and will be
constructed of pervious concrete. There will be no traffic across this area. For State

Sturmwater Management Narrative
Tractor Supply
Page 2
stormwatcr purposes, the pervious concrete area is still being treated as an impervious
area. The pervious concrete is being used io satisfy the City of New Bern nutrient
requirements only for a reduction in impervious area.
The sewer system for the property will be the extension of a previously permitted vacuum
sewer main. Water taps will be made onto an existing water main at the front of the site.
There are no known historic sites on the property. There are not any NCDENR non-
compliance issues associated with the site.
Thy, site drains to Wilson Creek, a tributary of the Neuse River. Wilson Creek is
classified as C;Sw,NSW, index #27-101-37. There are not any Coastal or 404 wetlands
on the site. There are not any Neuse riparian buffer areas on the site. The no wetlands
determination was made by Joseph C. Avolis, PE, president Avolis Engineering, PA.
This project provides post development runoff rate control which is accomplished by the
full containment of the 10-year, 24-hour storm in the infiltration basin. The basin is
capable of infiltrating the 10-year storm with onc-halfof the reported infiltration rate
during a period of 15 hours.

ECS CAROLINAS, LLP "Setting the Standard for Service,
i >y. Geotechnical - Construction Materials • Environmental • Facilities NC Reg[Mered Engineedng Fim F-10/8
July 25, 2011
Mr. Kevin Avolis, P.E.
Avolis Engineering; PA
PO Box 15564
New Sam, North Carolina 28563
Re: Report of Subsurface Exploration.and Geotechnical Engineering Evaluation
TractorSupply Company — NewBem
New Bern, Craven County, North Carolina
ECS Project No.: 22.16913
Dear Mr. Avolis:
As authorized by your acceptance of our proposal number 15019, dated June 28, 2011,
ECS Carolinas, LLP has completed a subsurface exploration for the subject project.
This report presents the results of the field exploration and engineering analysis, along
with our recommendations for design of geotechnical related items.
We appreciate the opportunity to be of service to you during the design phase of this
Project and look forward to our continued.involvement during the construction phase. If
you have any questions concerning the information and recommendations presented in
this report, please contact us at [phone] for further assistance.
Respectfully submitted,
ECS CAROLINAS, LLP
Micah F. Hatch, E.I.
Project Manager
L4V�A
Winslow E. Goins, P.E
Project Engineer
North Carolina License No. 033571
Walid M. Sobh, P.E.
Principal Engineer
North Carolina License No. 022983
7211 Ogden Business Park, Suite 201, Wilmington, NC 28411 • T 910-686-9114 • F: 910-686-9666 • www.ecslimited.com
ECS Capitol Services, PLLC . ECS Carolinas, LLP • ECS Flodda, LLC • ECS Midwest, LLC • ECS Mld-AUanHq LLC • ECS Southeast, LLC • ECS Texas, LLP

REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING
ANALYSIS
TRACTOR SUPPLY COMPANY- NEW BERN
NEW BERN,'CRAVEN COUNTY, NORTH CAROLINA
PREPARED FOR:
MR. kMAN AVOLIS, P.E.
AVOLIS ENGINEERING, PA
PO BOX;15564
NEW BORN, NORTH CAROLINA28563
PREPARED, BY:
ECS.CAROLINAS, LLP
7211 OLDEN'BUSIN'ESS PARK
SUITE 201
WILMINGTON, NORTH CAROLINA 28411
ECS CAROLINAS, LLP.PROJECT NO.: 22.16913
FIRM.NO. F-1078
'4 EAL
0 3 5.1 =
NC LICENSE'NO.033751
JULY 25, 2011

Infiltration Testing Form
Tractor Supply Site
New Bern, Craven County, North Carolina
ECS Project No. 22.16913
July 12, 2011
Location Depth Soil Description
1 0-18" Tan fine SAND
18"-108" Orange/tan fine SAND w little silt
Seasonal High Water Table was estimated to be at 100 inches below the
existing grade elevation.
Infiltration Rate: 8.3 inches per hour
Test was conducted at 76 inches below existing grade elevation
Location Depth Soil Description
2 0-26" Tan/gray fine SAND w clay
26"-60° Tan/orange clayey SAND
60"-108" Orange/tan fine SAND w little silt
Seasonal High Water Table was estimated to be at 100 inches below the
existing grade el n.
Infiltration Rate 8.9 i ches per hour
Test was cond e t 76 inches below existing grade elevation

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September 14, 2011
AVOLIS ENGINEERING P.A.
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
EXPRESS RECEIVED
Mr. AI Hodge SEP 2 0 2011 SEP 19 2011
Environmental Engineer t4c DE14R
N -Water Quality Section DWQ�WARO
943 Washington Square Mall
Washington, NC 27889
RE: Tractor Supply
3821 ML King, Jr. Boulevard, New Bern, Craven County, North Carolina
AE Project No. 10051
Dear AI:
Enclosed please find the following for the above -referenced project for your review and
approval:
• Stormwater Permit with Narrative (Original and One Copy)
• Project Plans (2 Copies)
• Stormwater Calculations Including Soils Report (2 Copies)
• $4,000 Permit Fee
It is requested that you review the permit package at your earliest convenience.
Should you have any questions relating to this matter or need any additional information, please
do not hesitate to call.
Sincerely,
vin l,volis, P.E.
ce-President

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North Carolina Secretary of State
http://www.secretarystate.nc.us/corporations/Corp.aspx?Pitem Id=9...
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 10/10/2011
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
Corporation Names
Name
Name Type
NC ARTTSCOTWO,
LLC
LEGAL
Limited Liability Company
Information
SOSID:
1220926
Status:
Current -Active
Effective Date:
9/12/2011
Dissolution Date:
Annual Report Due
Date:
Citizenship:
FOREIGN
Duration:
12/31 /2051
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
SMITH, STEWART H.
Office Address:
115 MIDDLE STREET
NEW BERN NC 28560
Mailing Address:
P 0 BOX 1575
NEW BERN NC 28563-1575
Principal Office
Office Address:
105 WAPPOO CREEK DR SUITE 4-A
CHARLESTON SC 29412
Mailing Address:
105 WAPPOO CREEK DR SUITE 4-A
CHARLESTON SC 29412
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1116
I, of 1 10/10/2011 10:56 AM

�QD;WA North Carolina Department of Environment and
a Natural Resources
NCDENR Request for Express Permit Review
For OFNR Use QVLv
J r �
Reviewer:
r
sueme
Time:
Confirm: _
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidsonencmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; daviddee(ritncmail.net
• Mooresville& -Patrick Grogan 704-663.3772orpatrick.propan(a)ncmail.net
• Washington Region -Lyn Hardison 252.946-9215 or lvn.hardison(&ncmail.net
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell6nemail.net
NOTE: Project application received after 12 noon will be stamped in the following work day
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
form to
Project Name: TRACTOR SUPPLY County: CRAVEN
Applicant: ARTHUR RAVENEL III - MANAGING PARTNER Company: ARTSCOTWO, LLC
Address: 105 WAPPOO CREEK DRIVE SUITE 4-A City: CHARLESTON, State: SC Zip: 29412-_
Phone: [phone], Fax: [phone], Email: ARTHUR(&ARJRC.COM u"�;
Physical Locadon:3821 ML KING, JR. BOULEVARD
Project Drains into WILSON CREEK waters - Water classification C: SW, NSW (for classification see-http:llh2o.enr.state.nc.us/bims/reports/reportsWB,html)
Project Located in NEUSE River Basin. Is project draining to class ORIN waters? N , within Yr mile and draining to class SA waters N or within 1 mile and
draining to class HOW waters? N
Engineer/Consultant: JOSEPH C. AVOLS P E Company: AVOLIS ENGINEERING. P.A. � �����
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28560-_
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY SEP 2 0 2011
❑ Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR. ❑ OTHER: NC IDENR
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING 8�b
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear fit or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site SW � _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permits)
❑ coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 6.5 acres to be disturbed.(CK # (for DENR use))
SECTION THREE -PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both seeping and express meeting request
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No. Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
....... ......... ..... ...........+. use on
...................For DENR ly'•"•"e..-a...a... . u...............•........ e..r.
Fee Split for multiple permits: (Check#OV-7 TS 1 Tnra) F. Aon r.. f t I-av-V) •+
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
-
$
Variance (❑ Mal; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$ Z9 3
401:
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

_ 13973
t:VOLISENGINEERING; P.A. /f RRST CITIZENS
PO BOX 15564 I BANK
5405 MORTON RD
-t - NEW BERN, NC 28561 - - - 66-30 531
252-633-0068 - 8/2/2011
PAY TO THE NCDENR - - "4,000.00 -
ORDER OF, -
Fouff�housand and 00/100 DOLLARS r'
+'. NCDENR
.MEND - _ AUTHORIZED SIGNATURE
STORMWATER EXPRESS - TRACTOR SUPPLY
11•013973n, i:053i00300i:001ii21.392798'