SW7090607_HISTORICAL FILE_20210525

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

ME•
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BPIAN WPENN
Director
O'Reilly Auto Stores, Inc.
Attention: Greg Johnson, President
233 South Patterson
Springfield, MO 65802
Dear Mr. Johnson:
NORTH CAROLINA
Envtronmental QuaUty
May 25, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090607
O'Reilly Auto Parts Store — New Bern, NC
Craven County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090607 for a stormwater treatment system consisting of a
bioretention basin serving the O'Reilly Auto Parts Store located at 1259 S. Glenburnie
Road, New Bern, NC expires on December 30, 2021. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq. nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.tho rpe(cD ncden r. gov.
Sincerely,
<� Roger K. Thorpe
Environmental Engineer
er North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
®E Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
/ 252.946,6481

I
ANDERSON
�ENGINEERING,iNc
.)
E M P L O Y E E O W N E D
June 19, 2012
NCDENR
Attn: Samir Dumpor
943 Washington Square Mall
Washington, NC 27889
Re: O'Reilly Auto Parts; New Bern, NC
Mr. Dumpor,
RECEIVED
JUN202012
DWQ-WARD
The notice of inspection letter was received. Attached to this document is the designer
certification for this project. This project was built within substantial compliance and
intent of the approved plans and specifications.
Also attached is the designer checklist.
Please contact us if we can be of any assistance in finishing the Permit Application
process or if there are any items we might have overlooked.
Thank you for your assistance with this permitting process.
Sincerely,
Anderson Engineering
Enclosures: 2copies — Stormwater Certification .
1 copy - Notice of Inspection Letter
2045W.WOODLAND SPRINGFIELD, M065807 PH:417.866.2741 FX:417.866.2778 WWW.AEINCMO.COM E-MAIL:[e-mail]
ENGINEERS • SURVEYORS • LABORATORIES • DRILLING

ANDERSON
C-ENGINEERING,INC J
E M P L 0 Y E E 0 W N E D��-
August 7, 2009
AUd 1 3 2009
Nr1RTH r.AP01 INA nr:rup Ph i.5 kj
Attn: SAMIR DUMPOR
943 Washington Square Mall
Washington, NC 27889
252-946-6481
RE: O'REILLY AUTO PARTS, Main Glenburnie Ave., New Bern, NC
RESPONSE TO REVIEW COMMENTS
Mr. Dumpor
Following are the responses to your comments pertaining to the new O'Reilly Auto Parts store in
New Bern, NC.
Comment:
V 1. Please Clarify the signing official's title.
Responses:
✓ 1. The form has been signed by Mr. Charlie Downs who is Vice President of O'Reilly Auto
Parts.
Comment:
/ 2. Delineate the 2 drainage areas on plans to clarify the difference between drainage area
and impervious shown on the Bioretention supplement vs. the total drainage area and
impervious area shown in the Stormwater Application.
Responses:
V 2. The Stormwater Application has been updated to reflect the change in drainage area.
There is in fact only one area draining to the bioretention basin.
Comment:
3. On July 24, 2009 the Seasonal High Water Table was estimated to be between 21-22'
above sea level.
Responses:
3' The new plans assume a Water table of 21.5 and the bioretention cell is located 2'
V
above that.
Comment:
4. Provide two sets of drawings and forms.
2045 W. WOODLAND SPRINGFIELD, MO 65807 PH: 417.866.2741 FX: 417.866.2778 WWW.AEINCMO.COM E-MAIL: AEINC®AEINCMO.COM
ENGINEERS 0 SURVEYORS 0 LABORATORIES • DRILLING

Responses:
4. Two sets of all plans and forms is included in this submittal.
This should address all comments that were made. Please call if clarification or questions arise.
Sincerely,
Anderson Engineering

4
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor
Mr. Cha le Downs
O'Rei Automotive, Inc.
23 outh Patterson
rinafield. MO 65802
Dear Mr. Downs:
Director
July 27, 2009
Subject: Stormwater Review SW7090607
O'Reilly Auto Parts
Craven County
This office received a Coastal Stormwater permit application and plans for the subject
project on June 22, 2009. A preliminary review and site visit of your project indicates that before
a State Stormwater permit can be issued the following additional information is needed:
1. Please clarify the signing official's title.
2. Delineate the 2 drainage areas on plans and clarify the difference between Drainage
area and impervious area shown on the Bioretention supplement vs the total
drainage area and impervious area shown in the Stormwater Application
3. On July 24, 2009 1 performed a site inspection and according to my soil test the
standing water level was found at approximate elevation of 21-22'. The soils report
included in your submittal seams to confirm this finding stating that the seasonal high
water table is observed to be at the depth of 2-3 feet below site grades (elevation of
roughly 22'). This finding contradictsthe seasonal water table elevation of 19.75' as
shown on the Bioretention Supplement. Please be advised that the 2' separation
(from the bottom of bioretention cell to seasonal high water table) requirements is
necessary for a bioretention cell to be functional. Please revise.
4. Provide 2 sets of signed and sealed revised plan sheets and/or documents.
The above requested information must be received in this office prior to August 27,
2009 or your application will be returned as incomplete. The return of this project will
necessitate resubmittal of all required items including the application fee. If you need additional
time to submit the required information, please mail or fax your request for time extension to me
at the Letterhead address and include the application number on the request. The request must
include justification for the amount of additional time needed. The request will only be granted
for justifiable delays that are unforeseen and beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be issued
prior to any development activity. Construction without a permit is a violation of 15A NCAC
21-1.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$25,000 per day.
North Carolina Division of Water Quality Internet: www.ncwnterqualitv.ore
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 I7AX 252-946-9215 NorthCarolina
An Equal OpportunitylAffirmative Action Employer— 50% Recycletl110% Post Consumer Paper Naturally

Page 2 of 2
Please reference the Stormwater Project Number above on all correspondence. If you
have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: JWashington Regional Office
Neil Brady, PE, Anderson Engineering, Inc. (2045 W. Woodland, Springfield, MO 65807)

ANDERSON (;�Z)
(-ENGINEERING, INC
E M P L O Y E E O W N E D
April 10, 2009
NCDENR JUN 2 2 2009
Attn: Roger Thorpe
943 Washington Square Mall
Washington, NC 27889
Re: O'Reilly Auto Parts; New Bern, NC
Mr. Thorpe,
Attached for your approval are 2 copies of the Site Plan (Cl-05) for the proposed
O'Reilly Auto Parts located in New Bern, NC. This submittal is specifically for
Stormwater Approval. All, fees, applications, forms, deeds, and narratives are enclosed.
Also, the required $505 fee is enclosed.
Please contact us if we can be of any assistance in finishing the Permit Application
process or if there are any items we might have overlooked.
Thank you for your assistance with this permitting process.
Sincerely,
Neil S. Brady, P.E.
Vice -President
Anderson Engineering
Enclosures: 2copies—C1-05 Sheets
2copies — Stormwater Permit
2 Copy- Deed
1 Check for Stormwater Permit Fee
2045 W. WOODLAND SPRINGFIELD, M0 65807 PH: 417.866.2741 FX: 417.866.2778 WWW.AEiNCMO.COM E-MAIL: AEINCQAEINCMO.COMt
.. - ... - .- - ,. • 1 11 , v o v n e c 0 1 A n r) R 4 T n R I R q 0 n R I I- I- I N n

Prepared by:
John W. King, Jr.,
Attorney at Law
310 Craven Street
New Bern, NC 28560
Parcel No.
Revenue Stamps $
Without Title Examination
NORTH CAROLINA
CRAVEN COUNTY
III!Ihl�lll�l�llluol000loilllll7l�l11111128 T1111111111'0IrIu111N
Rey=orded: 01128/2009 a
t 02.12.25 Fri
Fee Amt: bi,D760'0 009e 1 of 5
excise Tax: $1,
Craven, Neplchard Reil'rstar of Deeds
st:erri B.
e}:2786 PG141
JUN 2 2 2009
Fidelity National Tide Insurance Company
Three Lakeview Place
22 Century Boulevard, Suite 200
Nashville, Tennessee 372i4
GENERAL WARRANTY DEED
THIS GENERAL WARRANTY DEED, dated the A141Aay of January, 2009, is made by and
between Randy's Car Wash, Inc., a North Carolina corporation (herein called the "Grantor"): and
O'Reilly Automotive, Inc., a Missouri Corporation (herein called the "Grantee") whose address is
i
The terms "Grantor" and "Grantee" as used herein shall mean and include the pal -ties indicated,
whether one or more, and their heirs, legal representatives, successors and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by the context.
WITNESSETH:
That Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee simple;
the following described real property; to wit:
See Exhibit A attached hereto and made a part hereof
TO HAVE AND TO HOLD the aforesaid real property and all privileges and appurtenances
thereunto belonging to Grantee in fee simple.

I IIINI�IIIII111111INNl�i i270291�flllPlllil�lll05RPl�41
pace 2 of 5
eK2786 ¢G142
And Grantor covenants with Grantee that Grantor is seized of the premises in fee and has the right
to convey the same in fee simple, that the title is free and clear of all iEns and encumbrances except as
herein otherwise described, and that Grantor will warrant and defend the title against the lawful claims of
all persons whomsoever.
IN WITNESS WHEREOF, Grantor has caused this instrumentto be executed in such form as to
be binding, this the day and year first above written.
Randy's Car 'Nash, Inc.
t
(Seal)
By: Rudy chv✓ancia, President
North Carolina
Craven County
1, �C S4 /L- 2/ RR Dist/ , certify that before me personally appeared
Rudy Schwanda, President of Randy's Car Wash, Inc., who is perso sally known to me or has
produced satisfactory identification and acknowledged to me that he/she signed it voluntarily for its
stated pu ose.and in the capacity indicated.
Date:
agAature of Notary Public
My Commission Expires:
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9h3tlG.. '$U

Survey Legal Description
New Bern, NC (NBN)
All that tract or parcel of land lying and being in the City of Ntw Bern, Number Eight
Township, Craven County, North Carolina and being more particularly described as
follows:
Tract 1
COMMENCING at a'/2" rebar set at the intersection of the nortrtrthern right of way of
Brunswick Avenue (60' R/W) and the eastern right of way of Glenbumie Road (Variable
R/W); thence along said right of way of Glenbumie Road N38°38'49"E a distance of
95.69' to a mag nail set; thence N50136'41"W a distance of 26.09' to a 1 " open top pipe
found; thence along a curve to the left a distance of 34.14' to a computed point, subtended
by a chord with a bearing of N37°20'54"E, a chord length of 3.1.14' and having a radius of
756.20', said computed point being the POINT OF BEGINNING; thence along a curve to
the left a distance of 70.32' to a V open top pipe found, subtended by a chord with a
bearing of N33°23'28"E, a chord length of 70.30' and having a radius of 756.20; thence
leaving said right of way of Glenbumie Road S51°19'06"E a distance of 259.96to a'/z"
rebar set; thence S37°13'49"W a distance of 70.02' to a compu ted point; thence
N51°19'06"W a distance of 255.25' to a computed point on the eastern right of way of
Glenburnie Road, said computed point being the POINT OF BEGINNING.
Said tract of land contains 17,993 square feet or 0.413 acre of land, more or less.
Tract 2
COMMENCING a `h" rebar set at the intersection of the northern right of way of
Brunswick Avenue (60' R/W) and the eastern right of way of Glenbumie Road (Variable
R/W), said'h" rebar set being the POINT OF BEGINNING; thence along said right of
way of Glenburnie Road N38°38'49"E a distance of 95.69' to e. mag nail set; thence
N5096'41"W a distance of 26.09' to a I" open top pipe found; thence along a curve to the
left a distance of 34.14' to a computed point, subtended by a chord with a bearing of
N37°20'54"E, a chord length of 34.14' and having a radius of 756.20'; thence leaving said
right of way S51°19'06"E a distance of 255,25' to a computed point; thence S37°13'49"W
a distance of 130.04' to a %z" rebar found on the northern right of way of Brunswick
Avenue; thence along said right of way N5 l°21' 1 I"W a distan-e of 231.60' to a %z" rebar
set at the intersection of the northern right of way of Brunswick Avenue (60' R/W) and
the eastern right of way of Glenbumie Road (Variable R/W), ,aid `/<" rebar set being the
POINT OF BEGINNING.
Said tract of land contains 30,818 square feet or 0.707 acre of land, more or less.
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Image I0: 000001627030 Type: CRP
Page 3 of 5
6K2786 P443

Combined Tract
COMMENCING a %2" rebar set at the intersection of the northern right of way of
Brunswick Avenue (60' R/W) and the eastern right of way of Glenbumie Road (Variable
R/W), said 1/2" rebar set being the PONT OF BEGINNING; thence along said right of
way of Glenbumie Road N38038149"E a distance of 95.69' to a mag nail set; thence
N50°36'41 "W a distance of 26.09' to a 1" open top pipe found; thence along a curve to the
left a distance of 104.46' to a V open top pipe, subtended by a chord with a bearing of
N34°41'04"E, a chord length of 104.38' and having a radius of 756.20; thence leaving
said right of way S51°l9'06"E a distance of 259.96' to a 1/2" rebar set; thence
S37013'49"W a distance of 200.06' to a %2" rebar found on the aorthem right of way of
Brunswick Avenue; thence along said right of way N51'21'11"W a distance of 231.60' to
a 1/2" rebar set at the intersection of the northern right of way of Brunswick Avenue (60'
R/W) and the eastern right of way of Glenbumie Road (Variable R/W), said 1/2" rebar set
being the PONT OF BEGINWNG.
Said tract of land contains 48,811 square feet or 1.120 acres of land,
more or less as delineated on a survey entitled "A.LTA/ACSM Land
Title Survey for O'Reilly Automotive, Inc." prepared by Donaldson,
Garrett, & Associates, Inc. dated 10-15-2008.
Subject to the following easements and conditions:
1: Plat Cabinet F, Slide, 198-B; Map Book 11, page 62; Map Book
12, page 5 and Plat Cabinet B. Slide 292 (for location of curbing
only), said Register's Office.
2: Covenants, conditions and restrictions in Book 762 page 491; Book
918, page 838; and Book 1490, page 897.
3: Deed of Easement in favor of the City of New Bern recorded at
Book 1206, page 564.
4: Deed of Easement in favor of Weyerhaeuser Properties, Inc.,
recorded at Book 730, page 610.
5: Easements for drainage purposes and installations for public
utilities reserved in Deed recorded at Book 762, page 491.
6: Easements contained in Deed recorded at Book :1666, page 937.
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Image ID: 000003527031 Type: GRP .
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BK2)786 POi44

WATER QUALITY AND QUANTITY SUMMARY
PROJECT DESCRIPTION AND PURPOSE
The purpose of this report is to analyze the stormwater impact of the proposed O'Reilly
Auto Parts store in New Bern, NC. The property is located on the northeast corner of
Glenburnie Rd. and Brunswick Avenue. The total area of property is approximately 1.12
acres, the design project area is approximately 1.12 acres and the project is disturbing
1.17 acres. The drainage basin was modeled utilizing the industry accepted SCS TR-55
method to effectively route the improved storm water runoff. Basic watershed data and
precipitation data used in the analysis is listed below in Tables 1 and 2, respectively.
Table 3 shows the flows from pre -project, post -project, and the Detention basin.
EXISTING DRAINAGE BASIN AREA NARRATIVE
For the analysis we determined the existing drainage area that flows to the southeast of
the property and to the existing drainage swale to the west. The property receives no
run-off from any adjacent property, has no forest cover, wetlands and streams. This
area was consist of 0.68 acres of existing impervious area and consisting of 0.44 acres
of pervious area to determine the existing 1, 10-yr runoff flow rate, and overflow 100-yr
runoff by the emergency spillway before the site was developed. The existing runoff flow
rate will be the maximum release rate of the developed site. All supporting calculations
are attached.
DEVELOPED DRAINAGE BASIN AREA NARRATIVE
In order to analyze the effect of the O'Reilly Auto Parts site on the bio-retention cell we
first determined the amount of impervious surface for the drainage area is 0.70 acres.
Then the 1, 2 —yr storm event was determined and routed through the detention basin
and through the detention outlet structure that will be installed in the east of the
detention basin. The emergency overflow was designed for the 10-yr storm post -
developed storm event. The detention outlet structure will connect to one (1) 18" pipe.
The detention outlet structure will restrict the developed flow to the existing site
conditions. Refer to Hydro Report for calculations.
WATER QUALITY
To meet all stormwater quality requirements in New Bern, the site had to be designed to
remove Total Suspended Solids, Nitrogen, and Phosphorus. Due to the shape of the
site the best BMP to use was a bio-retention cell. Per NC DENR manual, the bio-
retention cell will remove 85% total suspended solids, 35% nitrogen, and 45%
phosphorus.
The bio-retention cell will treat a volume of 3,962 cu. ft. at a depth of 9 inches, which is
more than the required 3,659 cu ft. of water quality storage.
All volume over 9 inches will flow out of the system via the detention outlet structure
9"4 Depth to Water Quality Volume in Bio-Retention ;,4vq-,_�Y�,
1 Year storm event is detained in bio-retention cell..
10- Year storm event to pass over weir wall. AUG 1 3 2009

EROSION CONTROL & MAINTENANCE PLAN NOTES:
ENTIRE SHEET HAS
CHANGED AND NEW
REVISION DATE ADDED.
KEY NOTES:
STORM WATER RUNOFF SUMMARY:
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FINAL EROSION AND STORMWATER CONTROL PLAN
CONST
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VICINITY MAP
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TEMPORARY DIVERSION DETAIL
SCALE: NOT TO SCALE
BIO•RETENTION SECTION DETAIL
CS SCALE: NOT TO SCALE
SYMBOLSLEGEND

1.) REQUIRED WATER QUALITY VOLUME
Rv=0.05+0.9*0.625
RV=0.05+0.9*0.625=0.613
V = 3630 * Rd * Rv * A
V = 3630 * 1.5" *0.613 * 1.12 = 3,738 CU. FT.
2.) BIORETENTION VOLUME PROVIDED
VOLUME VOLUME
ELEVATION STORAGE STORAGE FLOW
(feet) (cf) (ac-ft) CFS.
26.0 0 0.000
26.75 3,827 0.091
VOLUME = REQUIRED < PROVIDED
3,738 FTA3 < 3,827 FTA3