SW8050307_COMPLIANCE_20050411 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �3�o �
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

INFILTRATION TRENCH ANALYSIS
Filename: 050307-1
Project # GVV8080307
Project Name Carolina Beach CV5
ReovngStream |CVVVV
Drainage Basin Cape Fear
Site Area 1.877 acres
OnyinoQo Basin 1
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
Calculation
Date
Reviewer
*Classification
Index #
Drainage Area
* outside the 575'AEC
11
P.Bortlett
8A;C]RVV
19-87 25-B
235238F
0.54 Acres
Rational Co(list Cafter each BUA\
10883 0,E5
10775 0.95
218 0.95
If Rational Method ioused, place a1 inthis box
Required
Provided
Design Storm
RV
in
Pipe Diameter
Length Of Single run of Pipe
Number ofPipe Runs |nTrench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area OfPipe Runs
Length OfTrench
Width OfTrench
Height [)yTrench
Cross -Sectional Area OfTrench
Voids Volume, 40%
Trench Volume per linear foot
Minimum Trench length required
Total Volume Provided
Elevation OfBottom OfTrench
Elevation Of SHVVT
Overflow Elevation
Bdfiltra tionFa te/Dra wdomn
Reported Hydraulic Conductivity
Bottom Surface Area
!6`�vj���������i��6
25fEAR 24HOUR STORM NIA
|nhanoity, i = .33 inches /hour
Qr=CiA=
Qpthrough the bottom ofthe basin=
% Impervious= 93.0%
1.5 in
0.89
�F
Pipe Size? Pipe Size 2
2.2935 Feet
154.33 Feet
956 Cubic Feet
Cubic Feet
12.384
154.33 Feet
11.5Feet
| 3.333 Feet
38.33 SF
CIF
CubcFee
Feet
Cubic Feet
10i:
016 CF8
O.9254CF8
65mormtech SC-310chbrs
40.45 cLineach insta I led=
zua,m
34.5Mean Sea Level
32.2Mean Sea Level
87.88Mean Sea Level
1.877 Cubic Feet Per Hour Per Sq Ft
1774.795 Square Feet
hours
Must be»Qr
10 YEAR 1OMIN HIGH INTENSITY EVENT
Intensity, i=8.3inches /hour
Volume for 10yr. 10 m|n. avant=
3514 CF

INFILTRATION TRENCH ANALYSIS Filename: 050307-2
Project # SVV8050307
Project Name Carolina Beach CVS
RocwngQ1namrn |CVVVV
Drainage Basin Cape Fear
Site Area 1.077anras
Drainage Basin 2
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
othgron+She
Total
Volume/Storage Ca/culatiom
Date
Reviewer
*Classification
Index #
Drainage Area
* outside the 575'AEC
11
P.Bartlett
SA'ORW
18-87-(25.5)
14375SF
0.33 Acres
Rational Co(list Cafter each BUAJ
O 0.95
12558 0.95
238 0.95
If Rational Method isused, place o1inthis box
Required
Provided
Design Storm
RV
Pipe Diameter
Length Of Single run of Pipe
Number ofPipe Runs inTrench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area C)fPipe Runs
Length [)fTrench
Width CfTrench
Height Of Trench
Cross -Sectional Area OfTrench
Voids Volume, 40%
Trench Volume per linear foot
Minimum Trench length required
Total Volume Provided
Elevation OfBottom [fTrench
Elevation [fSHVVT
Overflow Elevation
Exfiltra tionRate /Drawdmwn
Reported Hydraulic Conductivity
Bottom Surface Area
Wdo'6��;:i :`me
25 YEAR 24HOUR STORM N/A
Intensity, i=.33inches /hour
{]r=OiA=
Qpthrough the bottom ofthe bmsin=
%|mpemioue= 89.0%
Cc: [i87
1.5 in
0.95
CF
FYoe Size Pipe Size 2
2.2935 Feet
92.67 Feet
574 Cubic Feet
Cubic Feet
12.394
92.07Fmmt
11.5Femt
| 3.333Femt
38.33 SF
0.09 CFS
[l7993CF8
CF
Cubic Feet
Feet
Cubic Feet
38atormtech SC-mochbrs
40.48 cuninsIlper ��
15wu
34.SMean Sea Level
32.5Mean Sea Level
37.83 Mean Sea Level
3JCubic Feet Per Hour Per 8nFt
1085.7O5Square Feet
nours
Must be >Ch
10 YEAR 1OMIN HIGH INTENSITY EVENT
Intensity, |=6.3inches /hour
Volume for 10yr. 10 min. avgnt=
1082.15 CF<
2110 CF

INFILTRATION TRENCH ANALYSIS Filename: 050307-3
Project # SW8 050307
Project Name Carolina Beach CVS
Recvng Stream ICWW
Drainage Basin Cape Fear
Site Area 1.677 acres
Drainage Basin 3
Impervious Area Calculation
Buildings
Parking/Asphalt
Concrete
other on -site
Total
Volume/Storage Calculation
Date
Reviewer
*Classification
Index #
Drainage Area
* outside the 575' AEC
11-Apr-05
P.Bartlett
SA; ORW
18-87-(25.5)
13939 SF
0.32 Acres
Rational Cc (list C after each BUA)
0 0.95
11471 0.95
935 0.95
If Rational Method is used, place a 1 in this box �1
Required
Design Storm
RV
11 ............... e
Provided
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage In Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Trench Volume per linear foot
Minimum Trench length required
Total Volume Provided
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
Exfiltration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
0e6vudaw i T.iM6
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CIA=
Qp through the bottom of the basin=
% Impervious= 89.0%
Cc- 0.87
1.5 in
0.85
Pipe Size I Pipe Size 2
2.2935 Feet
92.67 Feet
3
574 Cubic Feet
Cubic Feet
12.394
92.67 Feet
11.5 Feet
3.333 Feet
38.33 SF
CF
Cubic Feet
Feet
Cubic Feet
?2;7
0.09 CFS
0.4204 CFS
38 Stormtech SC-310 chbrs
40.48 cu tt each installed=
1538 cf
34.5 Mean Sea Level
31 Mean Sea Level
37.83 Mean Sea Level
1.42 Cubic Feet Per Hour Per Sq Ft
1065.705 Square Feet
hours
Must be > Qr
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
1049.33 CF <
2110 CF

CURB AND GUTTER ANALYSIS FILE: 050307-1
PROJECT NUMBER: 050307 DATE:
PROJECT NAME: Carolina Beach Rd. CVS
RECEIVING STREAM: ICWW CLASS:
DRAINAGE BASIN: Cape Fear INDEX:
A= BY+MY
P= B + 2Y (1 + MA2)^0.5
R= A/P
05-Apr-05
SA; ORW
18-87-(25.5)
i, in/hr= 7
n= 0.027
M= 6
FLOWRATE 1 VELOCITY COMPUTATION
Q=CIA
<=.05
V=Q/A
Swale # DA BUA
C
Q
Slope
Velocity
acres acres
cfs
f�
&-$-)
1 1.19 1.19
0.98
8.16
0.004
1.85 5:1 left: 3:1 right
2
#DIV/O!
#DIV/O!
#DIV/O! vs.7.09 ds prop.
3
#DIV/O!
#DIV/O!
#DIV/O!
4
#DIV/01
#DIV/O!
#DIV/O!
5
#DIV/O!
#DIV/0!
#DIV/O!
6
#DIV/O!
#DIV/O!
#DIV101
7
#DIV/O!
#DIV/O!
#D1V/O!
8
#DIV/O!
#DIV/O!
#DIV/O!
9
#DIV/O!
#DIV/O!
#DIV/O!
10
#DIV/O!
#DIV/O!
#DIV/O!
NORMAL DEPTH COMPUTATION
SWALE # B
Y A
P
R
Zav
Zreq
1 5
0.537 4.42
11.53
0.38
2.33
2.34
2
0.00
0.00
#DIV/01
#DIV/O!
#DIV/O!
3
0.00
0.00
#DIV/O!
#DIV/O!
#DIV/O!
4
0.00
0.00
#DIV/O!
#DIV/O!
#DIV/O!
5
0.00
0.00
#DIV/O!
#DIV/O!
#DIV/O!
6
0.00
0.00
#DIV/O!
#DIV/O!
#DIV/O!
7
0.00
0.00
#DIV/O!
#DIV/01
#DIV/O!
8
0.00
0.00
#DIV/01
#DIV/01
#DIV/O!
9
0.00
0.00
#DIV/O!
#DIV/01
#DIV/O!
10
0.00
0.00
#DIV/O!
#DIV/01
#DIV/O!
�rl:��h'�YK�I�I �1.�-y, �y h� I � �I�1► � � �_1► 6'�
ALLOWABLE VELOCITY, fps, for slopes 0%-5%, easily erodible soil:
Bermuda 5 Bluegrass 4.5
Fescue 4.5 Legume 3.5
Bahia 4.5
COMMENTS
Avail Y=1.37' for undetained 10-yr storm, incl 0.5' freeboard
d

CVO ::i
Subject: CVS
From: Paul Bartlett <[e-mail]>
Date: Thu, 17 Mar 2005 15:03:00 -0500
To: Neil Jones <[e-mail]>
Neil.,
Let me try this again. Changes weren't sent before.
Paul
Corrected Infiltration 2.xls Content -Type: application/vnd.ms-excel
Content -Encoding: base64
1 of 1 3/17/2005 3:13 PM

:1. ,
Basin I
Rv Runoff
Coefficient
I Percent
Impervi— 95.00
Enter I
as whole number (95), not
Drainage Are�s.f. =
23084
decimal,
not % format
Rv=0.05+0.009(I) =
0.91
Volume = (Design rainfall)(Rv)(Drainage
Area)
Volume= 1.5 x
0.91 x 23084
x 1 =
2611.3B
cubic feet
12
31
cubic feet per unit
85
number of units required
Units Provided
8
Basin 2
Rv Runoff
Coefficient
I Percent Impervi— 95.00
Enter I
as whole number (95), not
Drainage Areis.f. �
14827
decimal, not % format
Rv=0.05+0.009(I) =
0.91
Volume = (Design rainfall)(Rv)(Drainage
Area)
Volume= 1.5 x
0.91 x 14827
x 1 =
1677.30
cubic feet
12
31
cubic feet per unit
55
number of units required
Units Prnvi6n6
6
Basin 3
Rv Runoff Coefficient
I Percent Impervi— 95.00
Drainage Areis.f.,.= 8666
Rv=0.05+0.009(I) - 0.91
Volume = (Design rainfall)(Rv)(Drainage Area)
Volume= 1.5 x 0.91 x 8666 x 1 =
12
Units Provided
Enter I as whole number (95), not
decimal, not % format
980.34 cubic feet
31 cubic feet per unit
32 number of units required
5

Re:,04-251 Carolina Beach Road CVS
Subject: Re: 04-251 Carolina Beach Road CVS
From: Paul Bartlett <[e-mail]>
Date: Thu, 17 Mar 2005 14:50:15 -0500
To: Neil Jones <[e-mail]>
Neil,
Corrections to attached spreadsheet in red. The I in the Rv equation is % Impervious
Area as a whole number; not a decimal, not % format. Therefore , 95 is entered in
the Rv equation and the number of Stormtech units increase. I'll FAX you 2 pages
from NCDENR's BMP Manual with an example calculation.
Paul
Neil Jones wrote:
Paul:
Can you look over these new calculations. It greatly reduces the amount of water
quality units that I need. Please review the attached pdfs. It is a little more
efficient in regards to junction boxes and pipes.
This is embarrassing, but I guess it is better to err on the conservative site.
In my mind, water quality requires a lot more space and room than it seems to be
in reality. i:;;
.r
I still have not figured out how to catch the water going onto the gas station at
this point. Is there any way we could direct the water to a small grassed swale
or something on the rear of the property?
Thanks,
Neil Jones, P.E.,
Robertson/Loia/Roof P.C.
3460 Preston Ridge Road
Alpharetta, GA 30005
770-674-2600 - work
678-319-0745 - fax
njonesCrlrpc.com
Infiltration2.xls Content -Type: application/vnd.ms-excel
Content -Encoding: base64
1 of 1 3/17/2005 3:13 PM

U1/Z7/U3 .11 1'1 PAA b'I5 3-1}i U147 HL)Hhtl' )Ui1' LUTA KUUI'
ra -?
ArMA Ch j2ck +V/
NCDENR 1/}
2.
North Carollne Department or Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express permit Review
"FILL-IN all Information below'and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name - JEFF HALL
Company REDD REALTY SERVICES
Address 1254 OLD HILLSBORO ROAD CitylState FRANKLIN, TN Zip 37069 CountyWILLIAMSON
Phone [phone] Fax [phone] Email ion creddrealtyservices.corn
PROJECT Name CAROLINA BEACH ROAD_ CVS
ENGINEER/CONSULTANT NEIL ]ONES
Company ROBERTSON/LOIA/ROOF P.C.
Address3460 PRESTON RIDGE ROAD, SUITE 275 ; CitylState ALPHARETTA GAZip 30005 County FULTON
Phone [phone] Fax'[phone] Email njonesorlrpc.corn
❑ STREAM ORIGINATION CERTIFICATION
® STORMWA TER ❑ Low Density ❑ Nigh Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curti & Gutter ® High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures- Information - W .
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban IlVaterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed,' .
❑ WETLANDS (401) - ❑ No.Wetlands on.Site'(letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express -Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DEIVR use only
SUBMITTAL -DATES: Fee Split for multiple permits; '
SW $
CAMA $
LOS $ ,
401 $
Total Fee Amount

ff
VICINI
..SCALE
T--
__
NONE
10 VVI
y 4 , o:,c&,e4
Y MAP'
e"k

UG/GU/U3 I1:1.0 1,,iA 0f8 dly U 1 4 3 I(MI'LKIJUIs i M I A KUM, LeUUL
1'
1,
n
WM�LU
February 25, 2005
Mr. Cameron Weaver
127 Cardinal Drive Extension
Wilmington, NC 28405
ROBERTSON LOIA ROOF
it o r u l r C r r r o r u r l m << a c
P1 I f L 11 I I L 4 1 J 111 L fl LI 1 Il L. L 11 J
RE: Water Quality Treatment Narrative for Carolina Beach Road CVS
RIL/R project #04-251
Mr. Weaver:
This project is located at 6435 Carolina Beach Road in the southeastern quadrant of the intersection of
Halyburton Memorial Drive and Carolina Beach Road (US 421). The property includes 1.677 acres and
the project will require about 1.5 acres of land disturbance.
To treat for stormwater quality on this site, we will be directing the first one and a half inches of rainfall
to StormTech infiltrator units as shown in the attached supplier brochure. These open -bottom units are
surrounded by stone. The stone is subsequently covered on the top and sides by filter fabric to prevent
particulates from the surrounding soil from entering the water quality treatment system.
The stormwater will enter the system through four surface drained inlets. Each inlet manhole will have a
sump that is lower than the exiting invert along with a turn -down exit pipe. This will provide additional
water quality for larger trash and debris which will be removed periodically. The flow will be controlled
by a baffle inside a downstream junction box. Once the water quality volume is met, the stormwater will
overflow and enter the primary underground detention pond. The first one and a half inches of rainfall
will remain in the chamber until it percolates into the underlying soil.
The soil in the area as described by the geotechnical report from Geotechnologies, Inc. dated 10-11-04:
"The subsurface profile encountered at this site consisted of l to 2 inches of organic material (topsoil,)
underlain by loose silty sands with penetration resistances on the order of 2 to 7 blows per foot (bpf). At
approximately 4 feet below the existing site grade, the borings typically encountered loose to medium
dense silty sands with penetration resistances on the order of 5 to 31 bp[."
We look forward to perusing this fast -track water quality permit with you and your staff. Please call us it'
you have any additional questions.
Respectfully,
Neil L. Jones, P.E
770-674-2600 . FAX [phone] . 3460 Preston Ridge Road . Smite 275 . AIpha(atta. GoaIIi1 30005

1
SC-740 and
qY -310 Chamber
hamber wp' rcificat. !
The StermTech SC-740 chamber optimizes storage voluni�s in relatively small.f'ootpri,nts`by providing 2.2 ft'/ftz (minimum) of storage. This
can decrease excavation, backfill and associated costs. Tie Stor" Tech SC,:3,10;''chamber is .ideal for systems requiring ioti^f-rise and 4rritle
h . 1 �ii
span solutions. The chamber allows tlie storage of large v lumes,11.3.#t'/itz,'(ininiriium) at.minimum depths.
ACCEPTS 4" SCH 40 PIPE FOR
StermTech SC-740 Chamber i
(not to scale)
Nominal Chamber
Specifications
Size (W x H x Installed L)
51.0"x30.0'x85.4"
Chamber Storage
45.9 W
Minimum Installed Storage'
74.9 1!
Weight
74.0 Ibs
StormTech SC•310 Chamber
(not to scale)
Nomina4 Chamber
Specifications
Size (%V x H x Installed L)
34.0" x 16.0" x 85.4"
Chamber Storage
14.7 ft' .
Minimum Installed Storage"
31.0 ft'
Weight
�. 37.0 lbs
I .I
i LL.
24" DIA. MAX.
SC-740 end,'cap
1, ,
si:o- .1.
� r
12' DIA. MAX.
SC-310 end cap
,v
85,4" INSTALLED
SC-740 chamber
ACCEPTS 4' SCH 40 PIPE FQR
OPTIONAL INSPECTION PORT
90.7' LOA
85.4" INSTALLED ----{
fIl �II
Hill
;rt�1tiiLP
111.,
'1,
SC-310 chamber
.This assumes a minimum or 6-inches o' stone beiow, above and bet!+seen Chamber rows.

T _ l i '!I�'.,'� F 1 7• R1, I I�.1�=.. i:i �^:t;:�•.
°i�f�i�;,
The advanced design of StormTech's Gold" etiambe 1 allows 1""t �a>�a���*s ��� Benefits
y,
stormwater professionals to create more profitable envirallmentall n '
p �� I t^ The'ad$abc4features and innovative technology of StormTech
sound developments. Compared with other subsurface t�,'ystems, '
chambers streamline installatlons while lowering overall
StormTech's innovative chambers offer lower overall insta(ed costs, installed casts. StormTech chambers offer these unique benefits:
superior design flexibility and enhanced long-term perfor ance
SuperEor Design- - MeAbI RRIF
for Optimal Land Use w
StormTech chambers are ideal for commercial,' I Municipal,
industrial and residential applications. Our chamber systems can V1,
function as stormwater detention, retention, "first -flush" storage; fig
systems aT a combination of these. They can also be designed
beds or trenches of various configurations. Unlike the costly;t
fittings and bulk heads of pipe systerk.our end caps allow fast and
cost-effective row termination. Trimirnable chamber len gths allow"'.
our systems to be designed around all types of limiting b¢undaries.
L to R. SC-310 chamber and SC-740 chamber
Typical Crass Section Detail (not to scale)
ENE) CAP
CHAMBER
1
i- 2-INCH WASH=_O. — 1
CRUSHED, ANGULAR STONE
AASHTO M208 CLASS 2
NON -WOVEN GEOTEXTILE
• Isolation Chamber System" dramatically reduces rosts associated
with piping manifolds, while isolating sediment to manageable
areas for ease of maintenance.
*:Compliance"Vtith local regulations and NPDES Phase I and ll
`€..requirements, - _ -
''
,-..Two people can install chambers quickly and easily, saving time
S aricl:mb n ey:.';
f;:
E�ttersive .p ogpct research & development and rigorous testing
; eiisu e; eI `ilI y'and performance.
• Vers'tile,`'prloduct design accommodates a variety of cost-
'effectiVe system contigurations.
The chambers` length can be cut in 6.5-inch increments and end
caps can be easily secured for flexibility in design and installation.
• The subsurface chamber system facilitates various design
requirements for detention, retention and recharge of storml-vater.
Products are produced in our ISO 9001:2000 certified manufac-
turing facility,'
•.19jection',maided of polypropylene ensures precise controi of
�0�thjckpess;9nd resistance to environmental stress cracking.
t.�i5t(.nefive,gW, chambers reflect the sun's'energy to retain their
t`nfe;'rity amost crucial. point of installation.
;For more`inlo(mation 'on StormTech's Isolation Chamber System,
contac6lour'to61 StormTech representative.
F-- 1•VELL'.GRADED GRANULAR BAC1(FILL WHICH CONTAINS AN EVEN
f DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12% PASS}NG
fj THE #200 SIEVE COMPACTED TO A MINIMUM OF 95 % OF THE STANDARD
f PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS
SN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR
i N4VWSTORMTECH.COM.
1 ;
PA+JEI�ENT-1
' ! �F OR UNPAVED INSTALLATION WHERE RUTTING FROM
J j VC-HICLES MAY OCCUR, INCREASE COVER TO 2_INGHES96,
MIN. MAX.
61MIN, i
SC.740 - 30" '
SC-310 -16'
DEPTH OF STONE
TO BE DETERMINED
BY DESIGN ENGINFEN.
S ' / i SC-740 - 5 V
. ' _� 6',�'-- SC-310 - 34' Y .- I2' MIN.TYP.
DESIGN ENGINEER IS RESPONSIBLE FOR MIN.
ENSURING SUITABILITY OF SUBGRADE SOILS.- `

KUZ/25/05 11:16 FAX [phone] R0BERTS0,\` LOIA ROOF Q00]
MUM. . ROBERTSON LOIA ROOF
„° u 1 7 C r T e k F N. r,, I W P F R S
W v1� '
Facsimile Transmittal
Project Number: 04-251.
Date: February 25, 2005
To:. Cameron Neaver
i�Gfl�iv� - Yvater Quality . vivi5 ion
1910-550-2004
Re: Carolina Beach Road CVS
Neu) Hanover" County, NC,
From: Neil Jones, P.E. I pages transmitted, including cover sheet
Hard copy to fallow? No
Remarks:
Please call me if there is anything insufficient with this application.
Respectfully,
Neil Jones
Cnnias tad
770.674-2600 FAX [phone] Preston Ridge Road Suite 275 Alpharetta, Georgia 3UU05

01/04/05 15:00 FAX [phone]
■
UU "
ROBERTSON LO[A ROOF
ROBERTSON LOIA ROOF
ARCHITECTS & ENGINEERS
Facsirniie- Transmittal
Project Number. 04-331 .
Date: January 4, 2005
To: Ed Beck
Narmmt, YVater Quality flivisiom
q10-350-2004
Re: Carolina Beach Road CV5
}Hater Ouality Classificaiton Request Form
From: Neil Jones, P.E. 4 pages transmitted, including cover sheet
Hard copy. to follow? No
no, date description
Remarks:
I talked to you about other sites in this area in the past (Southport and Kenansville
C\/5). Please call me if anything is insufflcient. Does a specific person at NCDENR
j determine whether or not LAMA requirements are to,be used for this site? As usual,
the county government official, Gary Mc5mith, uvith N',6W Hanover County, Said that he
didn't think CAMA requirements would be in affect, however, he said someone at
NGDENR would have to determine that. i ;
Please call me if you have any questions or if anything is insufficient.
Respectfully, a
Nell -Jones C P-M.FA' �(
i�C�..p • Yi-(c-5 c� u.
Copies to:
770-674-2600 . FAX 678-319= _.___�` ! Alpharetta, Georgia 30005

FILE MODE
— 970 MEMORYTX
P. 1
COMMUNICATION RESULT REPORT (,'JAN-.!4.2005 4:53PN
' TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RE T PAGE
9-16783190745
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State -of North- Carolina
Department of Environment and`Natural' Resources
Wilmington Regional Office
Michael F, Easley, Governor
William G. Ross Jr,, Secretary
FAX COVER SHEET
Date: f a.5 No. Of PNges: ,
To: From: !-
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FAX #: 6 FAX#: 910 SO-2004 _!
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127 Cardinal Drtve Extemlon, Wilmington, N.C. 38405-,U45 Telepbone'[phone] Fax [phone]
An Egnal Opportunity APflrmadVe Action Employer
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01/04/05 15:00 FAX [phone] ROBERTSON LOIA ROOF
[�J 002
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This form may be photocopied for use as an original.
I. PROJECT INFORMATION
In order to determine whether a State Stormwater Management Permit will be required for a project in a
non -coastal county, the classification of the closest downslope surface waters (the surface waters that any sheet
flow or overflow from the project would flow toward) must be determined. Please complete Sections I and It
below. DQW Staff will determine the receiving stream classification, complete Section III, and return the
completed form to you.
l . Project Nance: Carolina Beach County: New Hanover
2.. Contact Person: Ncil Jones
3. Mailing Address: 3460 Preston Ridge Road Suite 275
4. CityAl haretta State GA Zip 30005 Phone No. 770-674-2600
5. Name of closest downslope surface waters: Unnamed-TribiLt4a of Intercoastal Waterway
6. Signature of contact person: Date: 1-4-05
7. Is a Sedimentation Erosion Control Plan or a CAMA ajor Permit required? XYES NO
A Sedimentation Erosion Control Plan will be required
[I. REQUIRED ITEMS
An 8-112 x 11" copy of the appropriate portion of a USGS quad sheet showing the project' s property
boundaries, receiving stream, major roads or State Roads numbers; and nearest town or city must be
attached.
III. CLASSIFICATION REQUEST (To be completed by Regional Office personnel)
l . Name of surface waters: 2 FBAs& m (, )Ag4' r R 4 6 LK
2. River Basin: index No. »l $'$7—'�
3. Classification (as established by the Environmental Management Commission):
4. Proposed Classification, if applicable:
5. State Stormwater Management Permit required? $YES GNO
6. Signature of Regional Office personnel: �� Date
cc: Linda Lewis
Engineer
Building Inspector
Central Files
Form SWU-111 Version 10.99.

01/04/05 15:01 FAX [phone] — ROBERTSON LOIA ROOF r 003
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