SW6120901_HISTORICAL FILE_20120924

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

Cj=Fj Kimley-Hom
_ and Associates, Inc.
September 20, 2012
Mr. Robert Patterson
NCDWQ
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Retail Store No. 5016-00 — Eastover, NC
KIIA Ref: 015476199
Dear Mr. Patterson:
On behalf of our Client, Wal-Mart Real Estate Business Trust, "vc hereby re-
submit Stormwater Plans and Calculations for NCDWQ's review. The following
items are included with this package:
Stormwater Calculations; and
■ Two sets of signed and scaled stormwater plans.
The folioNving are the responses to review comments based on a letter dated
September 11, 2012:
✓COMMI'NT 1: An offline bypass and properly designed vegetated filter strip
(VFS) are not provided for the infiltration basins, but are
required. Tlie VPS and bypass requirements for infiltration
devices may both be waived by increasing the size of the
infiltration device by 2.5 or by infiltrating the 10-year, 24-hour
storm event. Please see 16.3.9 in the BMI' Manual for specific
siring requirements.
RESPONSE 1: Per the revised stornnwrater calculatinns, the IO-year, 24-hour
storm event can he infiltrated without discharging the .�lstem
using the infiltration rate of one-half of the infiltration rate
reported in the souls relJort. Therefore, we tare not including
a hjpaSs of vegetated.falterstrall.
iC0MM13NT 2: Some form of pretreatment must be provided for all infiltration
devices.
RESPONSE 2: A .jorehay was added in the infiltration basin to provide
pretreatment.
.1
COMM LINT 3: Please show on the plans all drop inlet and stormwater pipe
invert rim elevations. None are currently shown oil the plans.
■
Suite 440
2000 South Boulevard
Charlotte, NC 28203
E: �CEII._Lllli\�Ol5S7h N%Ial-%Ian Sii K:i�ill_Scciore'i199 Fasmver101 - Canespondencel1.2012-091F_Convnem Response Lemi it) Nt'SAVQ.doc

Kimley-Hom Mr. Roberl Patlerson, September 20, 2012, Page 2
M ..CIMand Associates, Inc.
RESPONSE 3: T1te Grrrclitig ]britineclrrrlc store! .ctrrrctnre i►rfi►rittatioit.
✓/COMMI.;NT 4: The distances to structures, surface waters, and water supply
wells must be provided on the supplement form. These were
marked as NIA, but are required.
RESPONSE 4: The supplemental firm was updated to include this
information. At the completion of this project, there will not
he any Water supp[v wells located o►r-site. There are no Water
sapplt, Hells on the adjacent property to the West. The
property lines to the north and east are greater than 100.feet
front the i►rfrltratiolr basin.
Discharge from storms greater than the 10 year will flow
from the infiltration basin to lire existing NCDOT roadway
swale and ultimately lie to an existing cross drain ruttier
Murphy Road. Therefore, there are no structures in the
i►mnediale ricinily.
COMMIEN"I- 5: The drainage area sire is not consistently show+m on SV1� �U-I{ll
supplement form, and calculations.
RESPONSE%: The drainage area size is noW the .vane on the SWU-101,
supplement form, and calculations.
✓COMMI NT 6: Please provide more information on the very shallow Swale
along the west side of the building that is supposed to direct
the building roof drains to DI-1. It appears that this flow could
easily overflow/bypass the swalc, and not make it into the
infiltration basin. Also, the Swale appears to continue through
and past DI-1, making it likely not all the flow would stake it
into the basin. Some type of berm or similar may be needed to
DI-i to capture the roof drain flow. All proposed impervious
areas must be directed to the infiltration basin for treatment.
RESPONSE b: The ditch at the rear of lire huilding has been eliminated. A
nen, ditch has been added along the svest side of the building
to pick up roof drains and the rear truck well. This ditch tics
to the asphalt parking lot and travels to the basin forebeq
We Icft rr srvale (berm) along the eastern purliu►r of the
properly to keep runoff from flo►ving onto the adjacent
properly owner. All impervious area is being treated in the
infiltration basin.
K %C11L_LUi?%'101?476 Wal-Mart SiteCi6R—seouci199 East.... M - Cortecpondence'�1 2012-0919_('umment RcNlonse Leiter to NCUWQ. due

C III Kimley-loom Mr. Kohert Patterson, September 20, 2012, Page 3
and Associates, Inc.
COMMEN'1' 7: Please be sure to consistently update the plans, calculations,
and forms as needed per any revisions pet• the above
eomrllents.
RESPONSE 7 So Noted
We trust this meets your needs at this time. Should you have any further
questions or comments, please feel free to contact me at 704-954-7493.
Sincerely yours,
Aj-�7�q -�
Mattllew A. Edwards, P.L.
Project Manager
Enclosures
K�T I IL_LDEVM 547b %Va1-dart Si -('i%i I5—Secme1199 Easic vcr101 - Cc mcspondenccA.2012-0918_Commcm Resppome Letter ro NC[,krq doe

lzr'- U'Z A/ -b -ko . ,4'P& Hgz- s 0 J
Application Completeness Review
First Submittal ❑ Re -submittal Date Received:
Development/Project Name: gg"Tki- SToF
Receiving stream name RE F—CE a pte SK
Liver Basin: Cf}pg_
»- Date Reviewed: 9 G /z By Bill Diuguid
EFSmlh — 00
Classification: C
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-ll, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): /VA
Latitude and Longitude: 35 O!!t 5Gj AI r 78 !�7 03 VV Jurisdiction E*s'Tr'0t(rt2 /cUAWAet,c,+*)b
Project Address: 3 5 0
Engineer name and firm: . ai
Phone: ri4± — 95�if-- 7�g3 Email: m.�rr. Eb►✓ _3 e
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? 111` Yes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets l iigh Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
t/,BUA
ot/ heck for $505.00 included
riginal signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.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
; Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
tK Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
M Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
V Narrative Description of stormwater management provided
r" Soils report provided
rJp j r7❑ Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
5uadjacent property
wo Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Noly,S Er Dimensions & slopes provided
rd/ Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
rf MP operation and maintenance agreements provided
e Application complete ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

IEWFJKimley-Hom
_.__. and Associates, Inc.
0
suite 440
2000 south Boulevard
September 4, 2012 Charlotte NC 28203
Mr. Robert Patterson
NCDWQ
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Retail Store No. 5016-00 — Eastover, NC
KFIA Ref: 015476199
Dear Mr. Patterson:
On behalf of our Client, we hereby submit the Stormwater Plans for Review.
The following items are included with this package:
■ One original and one copy of the Stormwater Management Permit
Application Form;
• Original of the Infiltration Basin O&M;
■ Permit application fee of $505;
• Stormwater Calculations:
■ Two sets of signed and sealed stormwater plans;
• Copy of a soils report containing SHWT; and
• One copy of the most current property deed.
We trust this meets your needs at this time. Should you have any further
questions or comments, please feel free to contact me at 704-409-1803.
Sig crely yours,
Adam R. Essink
Enclosures
l�
DENR _ 4ykTt=R _.�
ratande R Qo_— gUALtn,

WDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Matthew Edwards, PE
Kimley - Horn and Associates, Inc.
2000 South Blvd., Ste. 440
Charlotte, NC 28203
Dear Mr. Edwards:
Division of Water Quality
Charles Wakild, P.E.
Director
September 11, 2012
Subject: Request for Additional Information
Stormwater Project No. SW6120901
Retail Store #5016-00
Cumberland County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on September 5, 2012. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. An offline bypass and properly designed vegetated filter strip (VFS) are not provided for the
infiltration basins, but are required. The VFS and bypass requirements for infiltration devices may
both be waived by increasing the size of the infiltration device by 2.5 or by infiltrating the 10-yr,
24-hr storm event. Please see 16.3.9 in the BMP Manual for specific sizing requirements.
2. Some form of pretreatment must be provided for all infiltration devices.
3. Please show on the plans all drop inlet and stormwater pipe invert/rim elevations. None are
currently shown on the plans.
4. The distances to structures, surface waters, and water supply wells must be provided on the
supplement form. These were marked N/A, but are required.
5. The drainage area size is not consistently shown on SWU-101, supplement form, and calculations.
6. Please provide more information on the very shallow swale along the west side of the building
that is suppose to direct the building roof drains to DI-1. It appears that this Flow could easily
overflow/bypass the Swale, and not make it into the infiltration basin. Also, the swale appears to
continue through and past DI-1, making it likely not all the flow would make it into the basin.
Some type of berm or similar may be needed at DI-1 to capture the roof drain flow. All proposed
impervious areas must be directed to the infiltration basin for treatment.
7. Please be sure to consistently update the plans, calculations, and forms as needed per any
revisions per the above comments.
Wetlands and Stormwater Branch one
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCaroiina
Location: 512 N. Salisbury St. Raleigh, North Caro4na 27604
Phone: [phone] l FAX: [phone] �atura!lr,�
Internet: www.ncwaterquality org
An Equal Opportunity 4 Affirmative Action Employer

Mr. Matthew Edwards, PE
SW6120901 - Retail Store #5016-00
September 11, 2012
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to October 11, 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 mail or fax your request for a time extension to
the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
All revised original signed documents must be returned or new originals must be provided. Copies are not
acceptable. Any revised calculations or plans must be sealed, signed, and dated. Please reference the State
assigned project number SW6120901 on all correspondence. If you have any questions concerning this
matter please feel free to call me at [phone], or at [e-mail].
Sincerely,
r
Robert D. Patterson, PE
Environmental Engineer
Stormwater Permitting Unit
cc:-SW6120901 File,.
ec: Steve Mitchael - Wal-Mart Real Estate Business Trust
Mike Lawyer - Fayetteville Regional Office
Page 2 of 2

2493
0959
w 24-3 Pw 59
WARRANTY DGED
NOWM CAROLINA
CUMBgRLAND COUNTY
•i'M14 DEED. made this 4th day of _ -Agri 1 _ 117 5 by
WILLIAM GALES CRAITTOB, in
MARGARET MURFNY ADTRY GAAlffp.>?.
aA of said State and Cc,".
WnWESSrM, Ttnt said Grantor. far Tim Dollars and otber valuabk musWerstiam hmbt aclaowl-
edied as paid and rwebmd, has bargateod and sold, and by lbem preseats does grant, bargain, sell, and convey
to Grantee, his heirs, sweerlma and Anil , eer•tata land described as tollaws:
TOVER TOWhSEV C1i MRLAND COUNTY, NORTH CAROtJNA
M= WlfINC at an iron axle, said point being the most'northern corner and
the beginning corner of the tract of which this is a part, said point also
the northwest corner of Raymond Murphy's 4.13 acre tract And running thence
with Murphy's western line South 38 degrees 41 minutes West 332.31 feet to
an iron pin in said lines thence with the new right-of-way line of SR 1832
Worth 66 degrees 06 minutes West 65.73 feat to an iron pipe in the eastern
line of Margaret Autry's 42 acre tract, said point also in the first line
of the tract of which this is a parts thence with the aforesaid first line
Worth 49 degrees 00 minutes East 354.82 feet to the beginning, containing
0.242 acres, and being all of the land on the North side of the new right-
of-way of Sri 1832 that was conveyed to Ruby Agnes Gales by Elva Mae Heard
and husband, J. R. Beard by deed dated.November 17, 1964 and of which is
duly recorded in Book 1093, page 381, Cumberland County Registry.
r""�

2443
I8860
I�
l
somc24W F,.cE 6U -
TO HAVE AND TO HOLD mid land and all priviiexes and appurtenances thereto belonging_ to Grantee,
bis heim successors and wigos let was
And Grantor cvwnants with Grantee that he is :curd of said premises in fee and has the xi& to can
v!y in fee simple; that the same are tree and c*ar of all entumbrauM and that he does hereby forever war-
Taal and will tamer detettd the title to lhs same apural the lawfaLClaitas-of a1LyRt[4n><_wharnsaerer,�� _
Wherever used hereim the singular shall include tlw plwal, the plural, the singuhr, and the tun of
soy gender shall be applicable to aft waders as the uonLal may require.
IN TESTIMONY WHER[OP, Grantor Ins ftwd this dead.
ATTEST.
1iILLIAM GAta6s
9MAL)
*MAla
i5RAi.t
NORTH CAROUNA — CUMBERAND ODUN Y
' I. I a Notary Public of said County. and State, certify that
personally came before me this day and ackrKmw dpd that ha is
Secretary of a corporation. and that by authority duly Liven and as the
act of the corporation. the foregoing btstrumenl was signed In Its name by its PreddmL Sealed with Its ewpor-
ale seal, and attested by himself ar It■ Secretary. ;
WITNEM my hand and notarial sal, this the day of T9—
lfy Canmis:ion IPwfer. Notary Pabtie
140HI-JK CMUNA — CUMBER COIfIYCY
I r�r_ r -+ �wLL1 a Notary Public of said County and State, do herd pert*
tiatNilliara Gales. Widower personally appeared before me this day and acknowledged the due
erecuthoo of the foregoing instrutaenl .IT? C
ti:.; 6.
Wrrh'= my hand and notarial real, tbta the day of q IZ°
ley Comma on Expires T /d' Notary Public
NORTH CAROUNA, CUMBE UAND anuff
The feregotag nr -w-wml ortihitaas of
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Notary pawk/Nehru f468s is/me at"Med b be oerrecl.
pnaostA fer Y"rwhu sea - id tklo Oftkr .1 book
T3" &' d It-Z,Sr O'adedh _� .11.
Mmiaw t]nrh br ."
A De d$ 1 D�poty P-O.Om d Dwh