SW7060612_HISTORICAL FILE_20060711

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE``
)(i) O l ( /
YYYYM M DD

s
r�xtsl„^ 7B�
OFFICE USE ONLY J
Daly. 12 cUe
Fee Paid
Permit Number
J
V cuyu
S1617zy
itNAPR0 State of North Carolina 5W>4c-K 7/1 /N)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I, GENERAL INFORMATION
name (specify the name of the corporation, individual, etc. who owns the project):
2. Prinnt,
t/Ownerr//Signing Official's name and title (person legally responsible for facility and compliance): I ice
3. Mailing Address for person listed in item 2 above:
SL�i N�FLTFI ��e�7SC�Jt-2��, �5 ITc ��O
CityC_gee.%le _0 State: t,�. L- Zip: Z�NU l
Telephone Number: L3'� (� ) Z L
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
_/" i cCAF—T1ly Cu 1i 2T 3
5. Location of Project (street address):
City: NEB¢-rJ County:
G. Directions to project (from nearest major intersc tion):
UIE
7. Latitude: Longitude: of project
8. Contacl per on who can answer questions about the project:
Name:_s+R)' Telephone Number: (336, ) ZIO' gLgZ
It. PERMIT INFORMATION:
1. Specify whether project is (check one): !ram New Renewal Modification
Form SWU-101 Version3.99 Page I of

2. If this application is beings bmitted as the result of a renewal or, modification to an existing permit, list the
existing permit number 1" IA and its issue date (if known)
3. Specify the type of project (check one):
Low Density _High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwateer®
Information on required state permits can be obtained by contacting the Customer Servic9 or"'a F1,1V E®
1-877-623-6748.
k!G 2 4 2006
III. PROJECT INFORMATION �p/� y WAR
Y H `�d' tl YP1f't®
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(nne to twn napes) descrihing stnrmwater management for [he oroiect .
2. Stormwater runoff from this project drains to the �Ej&E' River basin.
3. Total Project Area: Z• I z y acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have? Z
6. Complete the following information for each drainage area. If there are more than two 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
Receiving Stream Name
t
Receiving Stream Class
C• , N\sk -
C_S(j' SLJ
Drainage Area
_S3
— QC_
Existing Impervious* Area
CS). CC-7 /5,�__
C�:) . OO Az —
Proposed hmpervious*Area
_07� QC_
C-::> •C-)C:) AC_
% Impervious* Area (total)
/u
6p 3 .41 `
CD o
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
b 6 , bZ- SF -
On -site Streets
—
On -site Parking
On -site Sidewalks
SF -
Other on -site
_
Off -site
Total: 41Z U r
Total:
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas. etc
I zx_- a r yeti.-, teAc 1 0 -
FormSWU-101 Version3.99
Page 2 of 4
CZ. I z- \
%vTad�)

How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot.. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No torte than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swinuning pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannotbe changed or deleted
without concurrence from the Slate, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet DetentionBasin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99
Page 3 of 4

rI
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form / UZ)
One copy of the applicable Supplement Form(s) for each BMP Mio
• Permit application processing fee of $420 (payable to NCDENR) N'l WJ
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads,,drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
(-
Designated agent (individual or firm): I20 tP-
/
Mailing Address: ` &D7 —C �— j-->
City:�NSC{o2a tJ • C . State: 1'�, C. Zip:
Phone: () & & — E 50 S2 Fax: ( 53C� ) Z/ F� ^ ( O
VIIl. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, Item 2) _&6J,= C_ . & r_qr%c�,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
Form SWU-101 Version 3.99
Page 4 of 4
Date: ��oc'

MAR 2 8 2007
wwa 'I
Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 26, 2007
Alan W. Klimek, P.E. Director
Division of Water Quality
McCarthy Court III, LLC W V [`_7 r
Attn: Mike Bateman ;
300 North Greene Street, Suite 1000 APR
Grebnsboro, NC 27401
nQA o
Subject: Stormwater Review SW7060612 Modification'9Y��
McCarthy Court 3
Craven County
Dear Mr. Bateman:
This office received a Coastal Stormwater permit application and plans for the subject project on
March 2, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
✓fease. Plexplain who owns thecAden Properly.If McCarthy CourFID, LLC is the Owner, than
this permit SW7060612 has to be Modified to include this additional runoff, and detailed drawing
of this property with stormwater collection system and all other required items needs to be shown.
If the owners is somebody other than McCarthy Court, the Modification to this permit is still
/required, but offsite property will need separate Offsite SW permit also.
✓2. Please revise the application to show the full name of the applicant (LLC 7) — Section 1, L, as
well as provide the owners title — Section 1.2..
✓3. The Stormwater Management Permit Application Form shows Impervious Area of the Drainage
area 3 to be 25,614 s.f. (or 0.588 acres as I calculated) while 0.67 acres was shown on application.
✓ 4. SA/DA ratio on sheet C2.1 RI is 5.8152, while the supplement shows SA/DA to be 5.30 — Please
explain. CO 5ren t ;
V< Sheet C1.3 RI —Move the berm between forebay and Main pond to show 20% forebay to main
pond ratio more accurately.v
"b/. Wet Detention Basin Supplement — On Required items Check List initial items d, e, and i.
7. Please delineate the Drainage Areas .
Revise the Stormwater Management Permit Application for Receiving Stream Name (Wilson
Creek). _�7,U l s7 I {-Ct S
.lease check the Stormwater Narrative for DALI & DA1.2. They don't add up to total area of
1.53 nor the total impervious area of 0.97 acres.
__IO_�. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to April 26, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Intemet h2o.emstate.naus 943 Washington Square Mail, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affimu ve Action Employer —50%Regded/10% Post Consumer Paper Nor`{hCarolina
117nhirn//rr

4
May 02 2007 1:30PM HP LASERJET FAX
P.1
4807-C KWw BNC.
Greensboro, RC 2740'
Pt*m 33641$-W82
5lm z
To:
FACSIMILE TRANSMITTAL
From Fax Number: [phone]
Company:
FaxNo.: 25? ` 4 Phone No.:
Number of pVes (tncluding this cover shot):
From: d -14 i
Project Name:
Project No.:
Message:
Copies:
� ) (Company) (Fax No.)
(Narm) (ComPaay) (Fax No.)
. (Flame) (Company) (F&KNo.)

"am 02 2007 1:30PM HP LASERJET FAX
p.2
--DA --z
Receiving StreamName
l LS >rJ C
Receiving Stream Class
i L. Scy,� Ocr_
Drainage Area
EA%dngImpervious' Area
Proposed Impervious*Area-Xj
f—JTJY G
ii Impervloaa Area (totaU
t't�^�he'.cv�+�s.�irz�sr�'�.
sidewalks. gravd arm etc
but nat Waited to. roads.Prkingatras. i/Z/e2
34 54 1. Zvi 7JJ�� ! T
sidewalks. gravd arm etc
but nat Waited to. roads.Prkingatras. i/Z/e2
34 54 1. Zvi 7JJ�� ! T

4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
TRANSMITTAL'LETTER
Date: February 27, 2007
To: Mr. Samir Dumpor
North Carolina Department of Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Project: McCarthy Court III
New Bern, NC
We Transmit:
( x ) herewith
( ) under separate cover
The Following:
Copies Date
CURVED
hint p
®Wa-WAR",
Project No.: 05-065
For Your:
( ) approval
( x ) review & comment
( ) use
Description
2 Revised Site Civil Plans
2 Revised Stormwater Application
2 Revised BMP Supplemental form
2 Revised Stormwater Calculations
2 Revised Site Narritive
1 $420.00 Review Fee
Remarks: Samir-
Attached you will find the above referenced materials for your review and approval
for the modification to permit #SW 7060612 issued on 9-15-06. If you have
questions or need additional information, please call.
Thanks
Copies:
Sincerely,
Matthew W. Johnson, P.E.
Civil Engineer
P:�IXISWcCa by Coun 3WdmioM2707 SWplans to Whhinymn.wpd

CALCULATIONS FOR
McCARTHY COURT 3
REVISED STORMWATER MANAGEMENT
MAR 0 2 2007
DWQ-WARD
NEW BERN, NORTH CAROLINA
i16s
s
rid IM
Ta'-
V „E� U
• ��� Desl�n
Group
January 22, 2007

4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
TRANSMITTAL LETTER
Date: April 20, 2007
RECEQVED
a. 13 M07
To: Mr. SamirDumper ®VVQ-WARO
North Carolina Department of Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Project: McCarthy Court III
New Bern, NC
We Transmit:
( x ) herewith
( ) under separate cover
The Following:
Copies Date
Project No.: 05-065
For Your:
( ) approval
( x ) review & comment
( ) use
Description
2 Revised Site Civil Plans
2 Revised Stormwater Application
2 Revised BMP Supplemental form
2 Revised Stormwater Calculations
2 Revised Site Narritive
Remarks: Samir-
Attached you will find the revisions to the above referenced materials for your
review and approval for the modification to permit #SW 7060612 issued on 9-15-
06. If you have questions or need additional information, please call.
Thanks
Copies:
Sincerely,
By: YIl a jl„.o,.
Matthew W. Johnson, P.L.
Civil Engineer
r:rzooswmc�ni,r coin dtin�n�amazo,m sw�m�: �o wushlnsmn.wnd

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 26, 2007
McCarthy Court III!
Attn: Mike Bateman
300 North'Greene Street, Suite 1000
Greensboro, NC 27401
Subject: Stormwater Review SW7060612 Modification
McCarthy Court 3
Craven County
Dear Mr. Bateman:
This office received a Coastal Stormwater permit application and plans for the subject project on
March 2, 2007. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
I. Please explain who owns the McAden Property. If McCarthy CourtIII, LLC is the Owner, than
this permit SW7060612 has to be Modified to include this additional runoff, and detailed drawing
of this property with stormwater collection system and all other required items needs to be shown.
If the owners is somebody other than McCarthy Court, the Modification to this permit is still
required, but offsite property will need separate Offsite SW permit also.
2. Please revise the application to show the full name of the applicant (LLC ?) — Section 1, L, as
well as provide the owners title — Section 1.2..
3. The Stormwater Management Permit Application Form shows Impervious Area of the Drainage
area 3 to be 25,614 s.f. (or 0.588 acres as I calculated) while 0.67 acres was shown on application.
4. SA/DA ratio on sheet C2.1 RI is 5.8152, while the supplement shows SA/DA to be 5.30 — Please
explain.
5. Sheet C1.3 R1 — Move the berm between forebay and Main pond to show 20% forebay to main
pond ratio more accurately.
6. Wet Detention Basin Supplement — On Required Items Check List initial items d, e, and i.
7. Please delineate the Drainage Areas .
8. Revise the Stormwater Management Permit Application for Receiving Stream Name (Wilson
Creek).
9. Please check the Stormwater Narrative for DAI.1 & DA1.2. They don't add up to total area of
1.53 nor the total impervious area of 0.97 acres.
10. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to April 26, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50%Recycledlt0% Post Consumer Paper No` Carolina
T nhhirn//u

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 this office at the Letterhead
address.
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 $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone].
Sincerely,
F
Samir Dumpor, PE
Environmental Engineer
"Washington Regional Office
cc: L. Allan Hill, PE, Triad Design Group (4807-C Koger Boulevard, Greensboro, NC 27407
Washington Regional Office

McCarthy Court III SW Permit #SW7060612
Subject: McCarthy Court III SW Permit #SW7060612
From: "Matt Johnson" <[e-mail]>
Date: Thu, 12 Apr 2007 08:25:02 -0400
To: <[e-mail]>
Samir-
We are addressing comments to the McCarthy Court III Stormwater Permit SW7060612 Modification. In
your comment letter you have asked for an explanation of the who owns the adjacent property. The
adjacent property is owned by a separate owner and due to an agreement between the two owners, the
owner of the McCarthy Court I II has agreed to accept and control the adjacent property owners stormwater
runoff. The main reason for the Modification is to increase the size of the pond to handle and control the
adjacent property owners stormwater due to the fore mentioned agreement between the two property
owners. In submitting this permit, we are trying to permit the stormwater pond for the construction of the
McCarthy site and also permit the additional impervious area on the adjacent owners site. The adjacent
owner is not ready to construct atthis time but we would like to permit his impervious area with this
modification so that when he is ready for construction it is known that his stormwater is to flow to an
approved device for the permitted amount of impervious area.
What else do we need to submit with our plans so that we can permit the adjacent owners offsite flow and
impervious area?
Thanks for your help
Matt Johnson, P.E.
Civil Engineer
Triad Design Group P.C.
336-218-8282
fI
d/1 VInM R•2R AAA

t - �w

-4
SITE NARRATIVE
for
McCARTHV COURT 3
STORMWATER MANAGEMENT
EROSION AND SEDIMENTATION CONTROL PLAN
General
RE (i�¢O46 PO
APR 2 3 RN
The site is approximately 2.12 acres located off of McConnell Boulevard inVew B' yny"j .
South of NC 17. The site is open and undeveloped with patches of grass, weeds and a few trees along
the property line. The site grades generally slope down from northeast to southwest, with an elevation
change of approximately 6 feet. Offsite flow has been added to the stormdrain in addition to the
previously approved plans.
Development
Approximately 2.0 acres of the site will be disturbed to provide a 30 unit apartment building
and associated parking and drive areas consisting of a total of 0.92 acres of built upon area. Storm
runoff will be controlled by the use of Swales, Storm drains, and a wet detention pond. The adjacent
property, also known as the Harness site or McAden Property, will utilize the stormwater pond at a
later date to help control the storm runoff of the adjacent site. The McAden property is expected to
consist of approximately 0.77 acre of BUA consisting of a 7,500 sf building and the associated parking
and drive areas. The Harness site is owned by Mr. and Ms. McAden and will be developed at a later
date by the McAden's. A stormwater plan for the McAden site will be submitted at the time of
development, however all stormwater runoff will be directed to the wet detention pond on the
McCarthy Site.
On -Site Soil Conditions
Five to six inches of topsoil stripping across the site will be required. Some undercutting and
stabilization of soils on the site may be required to obtain required compaction of future building pads
and paved areas. The maximum cut and till slopes should be no more than 2.5 to I.
Erosion Control Plans and Specifications
All required devices are shown on the project plans and details. Additional information and
requirements may be found on the project plans under "Erosion Control Notes". Seeding and
earthwork specifications are found on sheet C2.3 of the drawings. Additional devices beyond those
shown on the plan may have to be installed later due to local site conditions, or unanticipated problems.
Stormwater Treatment Plan

The site will be broken into four drainage areas DA-1, DA-2, DA-3 and offsite drainage area,
with sub -drainage areas within DA-land DA-3. Drainage area 1 (DA-1) consists of 1.73 acres and
will contain 0.90 Acre of the total 0.92 acre of proposed built upon area for the proposed site. The
offsite drainage area, or McAden Property will consist of 1.19 Acres with 0.77 Acres of future BUA.
All of the future offsite drainage area and DA-I will flow to and pass through the proposed stornnvater
detention pond designed for 90% TSS removal. Sub -drainage area of DA-1-1 totaling 0.55 acre, with
0.40 acre of BUA, will pass through a grass swale designed to retain the first I inch of rain fall for a
minimum of 60 min residence time prior to reaching the pond, helping to control the pollutants within the
stormwater runoff. The remainder of the 1.73 acres (total of 1.18 acres with 0.50 acre of BUA) will
flow directly to the stormwater detention pond by use of stormdrains and or swales with less than 60
min residence time. All the future offsite drainage area will enter the proposed drainage system by a
grassed swale with the adjacent property owner controlling the nutrients prior to entering the subject
site. Once treated by the stormwater detention pond, the reduced flow from the stormwater runoff will
exit the site by a grass swale that has been designed to retain the I" 1 inch of rain fall for a minimum of
60 min. residence time. Once offsite the flow will then enter in to an existing stormdrainage system.
DA-2 will consist of 0.24 acre of the total 2.12 acres and will contain 0.01 acre of the total
0.92 acre BUA. All flow from DA-2 and the routed flow from the pond will enter into a grassed swalc,
as mentioned above, designed to controll the 1" I inch of rain fall for a minimum of 60 min. to help
reduce the nutrients of the runoff. The designed swale will further reduce the post development runoff
to levels below predeveloped flows.
DA-3 will consist of 0.15 acre of the total 2.12 acres and will consist of 0.01 acre of BUA.
DA-3 will completely bypass the pond due to grading restraints and exit the site by either sheet flow or
grassed swales
Flow Summary -
Pre -developed flow - I yr = 1.26 cfs
McCarthy Site 10 yr = 5.98 cfs
Pre -developed flow- I yr = 0.00
Harness/McAden Site-10yr = 0.55
Total flow from Site- Iyr= 1.26
Pre -developed IOyr = 6.49
Post Developed flow - I yr = 3.39 cfs
to pond (1.78 ac) 10 yr = 8.41 cfs
DA- I 100 yr = 14.83 cfs
Post Developed flow -1 yr = 1.96 cfs
from site I Oyr = 4.39 cfs
Harness Site 100 yr = 9.56 cfs
Time to
Tp=
12.11 hrs
Peak Flow
Tp=
12.10 hrs
hrs
Tp=
12.10 hrs
Time to Tp= 12.11 hrs
Peak Flow Tp= 12.10 hrs
hrs Tp= 12.10 hrs

Total Flow to -
Pond
Routed Flow -
from Pond
Flow by passing -
Pond DA-2
(0.24 ac)
1 yr = 5.35
Time to
Tp=
12.11
1 Oyr = 13.73
Peak Flow
Tp=
12.10
100 yr = 24.12
hrs
Tp=
12.10
1 yr = 1.54 cfs
Time to
Tp
= 12.44 hrs
10 yr = 4.38 cfs
Peak Flow
Tp
= 12.40 hrs
100 yr = 16.33 cfs
hrs
Tp
= 12.18
I yr=0.17efs
10 yr = 0.73 cfs
100 yr = 1.53 cfs
Peak Flow to Grassed I yr = 1.61
Swale 10 yr = 4.95
100yr = 17.44
Flow from
Grassed Swale/
Discharge Point
Flow from
DA-3
Peak Flow
From Site
Total flow From
Site Post
Development
Iyr= 1.19
10 yr = 4.64
100yr =17.44
Iyr=0.11
I Oyr = 0.45
I OOyr = 0.96
Iyr= 1.21
1 Oyr = 4.81
1 OOyr = 17.94
1 yr = 1.21 efs
10 yr = 4.81 cfs
100 yr = 17.94 cfs
Construction Sequence
Time to
Peak Flow
hrs
Time to
Peak Flow
hrs
Time to
Peak Flow
H rs
Time to
Peak Flow
hrs
Time to
Peak Flow
hrs
Tp = 12.11 hrs
Tp = 12.11 hrs
Tp = 12.10 hrs
Tp =
12.44 hrs
Tp =
12.40 hrs
Tp =
12.18 hrs
Tp = 12.92
Tp = 12.40
Tp = 12.19
Tp= 12.12
Tp= 12.10
Tp= 12.10
Tp = 12.93
Tp = 12.40
Tp= 12.18
< 1.26 efs O.K. (96.03% of Pre Develop Flow)
< 5.98 cfs O.K. (80.43% of Pre Develop Flow)
Pond can Handle 100 yr Event O.K.
The site will be developed according to the following sequence. Some deviations from this
sequence may be required due to local site conditions, or unanticipated problems. These changes will
be coordinated through the engineer and city inspections staff. All work must meet City of New Bern
and NCDENR standards. A pre -construction meeting between the grading contractor and NCDENR
and City of New Bern staff may be required. A copy of the permit and approved plans must be kept

on the job site at all times. Additional pre -construction meetings with other interested parties may be
required.
1. Install gravel construction entrance at the location shown on the plans.
2. Install pond, riser and barrel, silt fence, diversion berms, and other erosion control devices
as shown on plans. .
3. Stabilize temporary measures, such as berms with temporary seeding and/or excelsior
matting with in 21 calendar days of installation.
4. Clear site
5. Begin rough grading the site.
6. As grading progress, install swales and storm drains as grading permits .
7. Install inlet protection at all structures.
8. Fine grade parking lot and building pad.
9. Place Gravel on drives and parking lot/
10. Begin Building construction.
11. Once building construction is complete, Remove all silt from temporary sediment basin and
prepare for permanent wet detention pond use.
12. Pave drives and parking lot.
13. Remove Erosion control device and stabilize any areas that may have become unstable due
to the removal of erosion control devices
14. Install temporary seeding on all disturbed areas within 21 calander days of completion of
any phase of the work or finished grades.

CALCULATIONS FOR
McCARTHY COURT 3
REVISED STORMWATER MANAGEMENT
APR 2 3 2007
NEW BERN, NORTH CAROLINA
LL
k\CARTriad
Lj
S., DeSi�n
Group
OyI,I�� 111
April 18, 2007

POND CHECK - RISER2.wb3
04/20/07
PERMANENT WET DETENTION POND DESIGN - RISER/BARREL
Revised 8-24-99
GUILFORD COUNTY
PLANNING & DEVELOPMENT DEPARTMENT
PROJECT:
McCarthyCourt 3
INDEX N0:
INDEX
CHECKED BY:
NAME
LOCATION:
McCarthyBoulevard New Bern, INC
DATE:
DATE
REVISED:
SITE DATA
TOTAL SITE AREA =
2.121
WATERSHED =I
Costal Count
PROPOSED BUILT UPON AREA =
0.92
CLASSIFICATION: WS -
N/A
FUTURE BUILT UPON AREA =
0.00
GWA/WCA =
N/A
TOTAL ON -SITE BUILT UPON AREA =
0.92
PERCENT BUILT -UPON =
43.31%
ON -SITE DRAINAGE AREA TO POND =
1.73
ON -SITE BUA TO POND =
0.90
NSITE % BUA FOR POND SUB -BASIN =
52.02%
OFF -SITE DRAINAGE AREA TO POND =
1.19
MAX. OFF -SITE B.U.% =
65%
TOTAL WATERSHED AREA TO POND =
2.92
DISTURBED AREA =
2.00
TEMP. SED. STOR. USED Y/N
DESIGN DATA
TEMPORARY SEDIMENT STORAGE
0.5
acre -inch per disturbed acre
PERMANENT SEDIMENT STORAGE
0.125
acre -in per total drainage area
PERMANENT WATER QUALITY
COMPOSITE B.U. % =
57.31
percent
DEPTH minimum 3 feet
4.0
feet
SA/DA (Figure 5.6-2
5.031
percent
TEMPORARY WATER QUALITY
1.0
rainfall to be controlled
PRINCIPAL SPILLWAY
TYPE
X
corrugated aluminum
reinforced concrete
DESIGN STORM
10
year
RAINFALL INTENSITY
6
inches er hour
RUNOFF COEFFICIENT
0.69
EMERGENCY SPILLWAY
TYPE
X
crass lined
rip -rap lined
DESIGN STORM
100
year
RAINFALL INTENSITY
11
inches per hour
RUNOFF COEFFICIENT
0.69
POND DATA
ELEV. BOT. OF POND =
95
SURFACE AREA =
0
ELEV. BOT. OF PSS =
95
SURFACE AREA =
0
ELEV. BOT. OF PWQ =
96
SURFACE AREA =
2700
ELEV. (5NORMAL POOL =
99
SURFACE AREA =
9542
ELEV. @ TOP. OF RISER =
99.6
SURFACE AREA =
10760
ELEV. EMER. SPILLWAY =
101
ELEV. TOP OF DAM =
102
INVERT OF BARREL =
95.97
Page 1

BOND CHECK - RISER2.wb3
04/20/07
POND DESIGN
TEMPORARY SEDIMENT STORAGE VOLUME REQUIRED
3630
VOLUME PROVIDED
LEV. @ BOT. OF POND=
95.00
SURFACE AREA =
0
LEV. @ NORMAL POOL =
99.00
SURFACE AREA =
9542
ALLOW 75% OF BASIN VOLUME TO WQ ORIFICE =
14313
OK
PERMANENT SEDIMENT STORAGE VOLUME REQUIRED
1325
VOLUME PROVIDED
ELEV. BOT. OF PSS =
195.00
SURFACE AREA =
0
ELEV. @ BOT. OF PWQ =
96.00
SURFACE AREA =
2700
VOLUME PROVIDED =
1350
OK
PERMANENT WATER QUALITY SURFACE AREA REQ'D
6399
NORMAL POOL ELEVATION =
99.00
SURFACE AREA PROVIDED =
9542
OK
TEMPORARY WATER QUALITY STORAGE REQUIRED
Rv=
0.566
VOLUME REQUIRED =
5997
VOLUME PROVIDED
ELEV. @ BOT. OF TWO =
99.00
SURFACE AREA =
9542
ELEV. na, TOP OF TWO =
99.60
SURFACE AREA =
10760
VOLUME PROVIDED =
6091
OK
PRINCIPAL SPILLWAY
DESIGN STORM PEAK FLOW =
12.1
HEAD ABOVE TOP OF RISER =
1.40
ELEVATION AT TOP OF RISER =
99.60
BARREL:
BARREL SIZE USED in =
12.00
ELEVATION AT TOP OF RISER =
99.60
ELEVATION OF BARREL INVERT =
95.97
Hw PROVIDED =
3.63
Hw/D PROVIDED=
3.63
Hw/D REQ'D. FOR DESIGN STORM FROM CHART) =
1.5
Hw REQUIRED =
1.50
CHECK CULVERT (INLET CONTROL)=
OK
Q FROM CHART AT Hw/D PROVIDED=
50.01
RISER:
RISER(AREA) =1.5 TIMES AREA OF:
12.00
MIN. RISER DIA. =
14.70 _L-
rage 2

POND CHECK - RISER2.wb3
04/20/07
RISER DIA.USED = 124
WEIR EQUATION:
Qw =
34.7
OK
ORIFICE EQUATION :
Qo =
17.9
OK
Go CONTROLS =C117
17.9
PRINCIPAL SPILLWAY SYSTEM:
RISER CONTROLS
17.9
PRINCIPAL SPILLWAY SYSTEM:
OK
WATER QUALITY RELEASE HOLE
ELEV. CcD BOT. OF WATER QUALITY RELEASE HOLE =
99.00
MAXIMUM RELEASE RATE =
4
MINIMUM RELEASE RATE =
6
MAXIMUM HOLE SIZE =
0.00888335699048269
1.28
MINIMUM HOLE SIZE =
0.00592223799365513
1.04
EMERGENCY SPILLWAY
ELEV. a7 EMER. SPILLWAY =
101
DESIGN STORM PEAK FLOW =
22.2
FLOW THROUGH EMER. SPILLWAY =
4.3
EMER. SPILLWAY SIDE SLOPES (ie 3 if 3:1, 0 if vertical) =
3
FLOW DEPTH =F
0.50
BOTTOM WIDTH REQUIRED =
1.79
FLOTATION OF RISER
ELEV. Co). TOP OF RISER =
99.60
ELEV. @ BOT. OF PSS =
95.00
H =
4.60
AREA OF RISER =
3.1
VOLUME OF RISER =
14.5
AREA OF BARREL =
0.8
EXPOSED LENGTH =
10.00
VOLUME OF BARREL =
7.9
WEIGHT OF WATER DISPLACED =
1391.85
FACTOR OF SAFETY (10%)
1531.04
VOLUME OF CONCRETE ANCHOR =
1 17.5
Page 3

\O�OF W ATF9QG
CO
% 1
Mr. Mike Bateman
McCarthy Court III, L.L.C.
300 North Greene Street, Suite 1000
Greensboro, NC 27401
Dear Mr. Bateman:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 15, 2006 Cr 1A01 Z
1 `� n
�h1s c�e�
re
SU 0n
Subject: Permit No. SW7060612
McCarthy Court 3
High Density Stormwater Project
Craven County
The Washington Regional Office received a completed Stormwater Application for the subject project on
August 24, 2006. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7060612 dated September 15, 2006 to McCarthy Court III, L.L.C. for a wet detention pond to serve the McCarthy
Court 3 located off of McCarthy Boulevard, just south of NC 17 in New Bern, NC.
This permit shall be effective from the date of issuance until September 15, 2016 and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems. The issuance of this permit does not resolve any
previous violations of the stormwater rules for construction without a permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
dernands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Samir
Dumpor or me at [phone].
cerely
r
AI 45dge, gional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Triad Design Group
Craven County Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet, www.ncwateraualav,ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]-
one NhCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060612
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
McCarthy Court III, L.L.C.
McCarthy Court 3
Craven County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with the provisions of
15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for a wet detention pond to serve the Weeping Radish located off of
McCarthy Boulevard, just south of NC 17 in New Bern, NC.
This permit shall be effective from the date of issuance until September 15, 2006 and shall be subject to the following
specified conditions and limitations:
DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
2 of this permit, the Project Data Sheet.
3. A maximum of 42,035 square feet of built upon area is allowed on this 2.12 acre site.
1
4. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements, in
accordance with approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
McCarthy Court 3
Permit Number:
SW7060612
Location:
Craven County
Applicant:
McCarthy Court III, L.L.C.
Mailing Address:
300 North Greene Street, Suite 1000
Greensboro, NC 27401
Application Date:
7/10/2006
Receiving Stream:
Wilson Creek
Classification of Water Body:
C; Sw; NSW
Total Site Area:
2.12 ac
Drainage area:
1.53 ac
Total Impervious allowed on site:
42,035 sf
Wet Pond Depth:
4.0 ft
Required Storage Volume:
3,447 cf
Provided Storage Volume:
5,295 cf
Required Surface Area:
3,876 sf
Provided Surface Area:
4,904 sf
Controlling Orifice:
1.0 inch @ elevation 99.0 ft

4. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
6. The Director may notify the, permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
a. The stormwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surfaces except roads.
b. During.construction, erosion shall be kept to a minimum and any eroded areas of the system will be
. repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6. Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.

A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.
Ill. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. in the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the 15 th day of September, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060612

McCarthy Court III, L.L.C. — McCarthy Court 3
Stormwater Permit No. SW7060612
Designer's Certification
I, as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner)
hereby state that to the best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
Signature
Registration Number
Date
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
4. All roof drains are located such that the runoff is directed into the system.
_5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
_7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
_11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.

of wArF9 swJ 166 a61.
C
July 3, 2006
Mr. Mike Bateman
300 North Greene Street, Suite 1000
Greensboro, NC 27401
Michael F. Easley, Governor O
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
SUBJECT: Stormwater Application for McCarthy Court 3
Dear Mr. Bateman:
This office received a stormwater permit application for the subject project on June 28, 2006. A
preliminary review of your project indicates that the application package is incomplete. The following
items are needed to make the package complete:
_ $420 check
_ signature by owner on page 4 of application
2 sets of plans .
_ narrative
_ supplement (wet detention, infiltration basin, low density, curb outlet system, off -site
system, underground infiltration trench)
signature by owner on supplement form
I/ soils report .
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2h.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact me at [phone].
Ax
ncer lY,Hodge, Regional Supervisor
Surface Water Protection
Washington Regional Office
cc: Triad Design Group
AaRO
North Carolina Division of Water Quality Internet: www rtcwateraualitv.ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

L
Triad`
Design
Group
4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
TRANSMITTAL LETTER
Date: July 07, 2006
To: Mr. Al Hodge
North Carolina Department of Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Project: McCarthy Court III
New Bern, NC
We Transmit:
( x ) herewith
( ) under separate cover
The Following:
Copies Date
RECEuV E-0
JUL 1 0 2006
DWQ-WARD
Project No.: 05-065
For Your:
( ) approval
( x ) review & comment
( ) use
Description
2 Site Civil Plans
I Stormwater Application
1 BMP Supplemental form
I Stormwater Calculations
1 Site Narritive
1 $420.00 Review Fee
1 Soils Report
Remarks: Al -
Attached you will find the above referenced materials for your review and
approval. If you have questions or need additional information, please call.
Thanks
Copies:
Sincerely,
By: _Matt Johnson
Matthew W. Johnson, P.E.
Civil Engineer
P:@MW,Canhy Co.n 3W .i.%07.0]06 EC,J.nsm N'ashing�mi.upd

W ATF9
0
� -i
McCarthy Court III, LLC
Attn: Mike Bateman
300 North Greene Street, Suite 1000
Greensboro, NC 27401
Dear Mr. Bateman:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 15, 2006
Subject: Stormwater Review SW7060612
McCarthy Court 3
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on
July 10, 2006. A preliminary review of the project indicates that before a State Stormwater permit can be
issued the following additional information is needed.
1. Please provide detailed narrative description of Stormwater treatment and management including
drainage areas delineation. Please be specific about drainage areas, drainage paths and treatment.
2. The Stormwater Management Permit Application Form shows Total Project Area to be 2.124
Acres, one Drainage Area (2.124 Acres?) and Project Built Upon Area of 45.67% while the
Calculations for Stormwater Management shows Total Area of 1.44 Acres and Percent Built
Upon of 67.36%. Please revise and show correct values.
3. SAIDA Calculations in Stormwater Management Calculations Supplement were based on
67.36%(?) and SAIDA percentage of 2.75 as shown in calculations indicates that the Piedmont
Table was used for the depth of 3 feet. Please revise SAIDA calculations using correct percentage
and the Table for Coastal Counties (attached) using depth of Permanent Pool (4 feet).
4. It appears that the Forebay Volume of is calculated as 20% of total Volume (Permanent +
Temporary Pool Volume). Please reduce the Forebay Volume to 20% of Total Permanent Pool
Volume.
5. Please specify seeding on the Vegetative Shelf.
6. Please delineate Wetlands on plans or add a note that none exist.
7. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to September 15 , 2006 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 this office at the Letterhead
address.
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstale.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper N''ott�� hCarolIina
yvaturalYY

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 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
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
Environmental Engineer
Washington Regional Office
cc: L. Allan Hill, PE, Triad Design Group (4807-C Koger Boulevard, Greensboro, NC 27407 .
t/ Washington Regional Office

CAROLINA ENGINEERS
September 12, 2005
Steven D. Bell & Company
300 North Greene Street, Suite 1000
Greensboro, NC 27401
Attention: Mr. Mike Bateman
JUL 1 0 2006
kil Q-VVAR0
Subject: Geotechnical Report
Proposed 3-Story Apartment Building, McCarthy Boulevard Extension
New Bern, North Carolina
Dear Mike:
In accordance with your, request, Carolina Engineers, P.A. has completed a limited subsurface soil
exploration and performed a geotechnical evaluation for the proposed 3-story apartment building to
be constructed, on McCarthy Boulevard Extension in New Bern, North Carolina. The purpose of
our exploration_ and evaluation was to assess the subsurface soil conditions at the site"and provide
engineermg recommendations for building foundations `and site'preparation. The following
summaries detail field exploration, geotechnical evaluation, and recommendations:
Project Information
e proposed p p apartment building, will be constructed on the west side of McCarthy Boulevard
Extension north of the recently constructed McCarthy'Court ikpartmeut complex: The apartment
building will heya single building 3-stories in height fronted bya parking lot wi1.th a garage and drive
on the north side. Although the finish floor elevation_ s are not available, we assumed the apartment
building will be constructed approximatelythree (3) feet above existing elevations io allow positive
drainage. Column and wall loads for the apartment building are estimated'atapproximately 20 kilo
pounds (kips) and 2 kips per foot respectively.
Field Exploration
The field exploration consisted of performing three (3) hand auger borings to depths of eight (8) feet
and visually classifying the encountered soils in accordance with ASTM D-2488. In conjunction
with -the borings, Dynamic Cone Penetration (DCP) tests were performed in accordance with ASTM
Carolina Engineers • P.O. Box 1595 • New Bern, NC.28563 • Tel. [phone] - Fax [phone]
I

'Steven D. Bell & Company
September 12, 2005
Page 2
STP-399 guidelines at selected intervals. Detailed descriptions of materials encountered in the hand
auger borings are provided as individual soil boring logs. Penetration resistances, ground water
conditions, and other information are also pointed out. The stratification represents.our
interpretation of the materials encountered as the borings were advanced. The lines shown on the
boring profiles may be more gradual than implied.
Gcotcchnical Evaluations
Site and Subsurface Conditions
The site is currently an unoccupied, cleared and generally level field. Typical subsurface soils in
this area of Eastern North Carolina are formed from coastal plain marine deposits consisting
predominantly of plastic clays interbedded with strata of sands and silts. The borings performed on
the south side of the project encountered approximately eighteen (18) inches of topsoil at the
present grades underlain with a black, organic silty sand material (peat) to a depth of approximately
3 to 4 feet below the surface. Beneath the peat a dark gray slightly silty poorly graded sand was
encountered.to the boring termination depth of eight (8) feet. DCP resistances in the organic
material ranged from 3 to 8 blows per interval and DCP values in the silty poorly graded sands
ranged: from 5 to 7 blows per interval. The boring performed in the north section:of the property
encountered brown to. orange slightly clayey sands to a depth of two (2).feet underlain with a two
(2) foot strata of light tan poorly graded sand. It is obvious this is fill material imported to the site.
Below this fill material to the boring termination depth of 8 feet slightly silty poorly graded sands
were encountered. DCP values performed on the fill materials ranged from 7 to 8 blows per
interval at depths of two (2) and four (4) feet.
Groundwater levels were measured in all borings upon completion of auguring to document water
table depths. The groundwater levels encountered ranged around five (5) feet below existing
ground surface. Fluctuations in groundwater levels should be anticipated throughout the year due to
seasonal variations in rainfall, ditch water levels and other factors.
Design Considerations
Based on the 'results of our field exploration, we have determined remedial work on subsurface soils
will be required at the south sections of the property. The depths are currently identified as four (4)
feet beneath the existing grades in this area. DCP resistances in these areas revealed the existing
peat material to be loose and highly susceptible to elastic and consolidation settlement and the
material should be removed in the areas where structures, drives and parking areas are to be
constructed. These areas should be over excavated a minimum of four (4) feet and back filled with
a select material.
Following the over excavation.and back fill, column foundations can be designed based on soil
bearing capacities of 1500 pounds per square foot (psf). Isolated footings should have a minimum
width of three (3) feet and continuous footings should, have widths of at least two (2) feet.
Relatively uniformly distributed loads up to 1000 psf may be supported by a slab. A four (4) inch
layer of washed stone or coarse sand along with a suitable moisture barrier should be provided

Steven D. Bell & Company
September 12, 2005
Page 3
beneath all slabs to prevent a capillary rise and moisture in the slabs. Due to the low permeable
surface soils, finished grades should slope away from the building on all sides and roof down spouts
should discharge well away from the building, also.
The asphalt pavement sections shall be designed based on a California Bearing Ratio of 5. To
prevent infiltration of water into the subgrade, pavement surfaces should have a minimum slope of
one -quarter (1/4) inch per foot and the edges of pavements should be provided a means of water
release by extending the aggregate base course through to drainage swells. A typical design would
consist of six (6) inches of NC DOT Aggregate Base Course and two (2) inches of asphalt surface
course Type SP 9.5A.
Recommendations
We recommend the site be improved by stripping the top soil and over excavating the organic peat
material found at the south end of the proposed building and parking lot areas. The excavations
should extend ten (10) feet outside the footprint of the building and 5 feet outside the edge of the
proposed parking. areas. The backfill should be a select fill material consisting of clean sands free
of roots and organic material with a fines content of no more than 15%. The select sand material
should be placed in the over excavated areas immediately after excavation in an initial.two (2) foot
bridge lift followed by successive loose lifts not exceeding twelve (12) inches in thickness. Each
lift shall be compacted to at least 980A of the Standard Proctor maximum dry density and the filling
and compacting shall continue in twelve (12) inch loose lifts until.the desired subgrade elevations
are reached.
The remaining area of the site not containing the peat material should be proof rolled to locate and
delineate the areas with loose soils. Once the areas are delineated the loose soils lying beneath
proposed structures, drives and parking areas should be over excavated to a minimum depth
of three (3) feet and back filled with the select fill material.
A 'soils engineer or his designated representative should witness the over excavation and back fill.
Recommendations should be given by the soils engineer based on the context of the material found
in the excavations. A soils engineer or a representative should test and approve select fill material
and perform density tests for the compacted sand fill material. The compacted aggregate base
course and asphalt pavement should be tested for conformance with applicable NCDOT standards.
Closing
These analyses and recommendations are, of necessity, based on concepts made available to us at
the time of writing this report. Assumption has been made that the limited exploratory borings are
representative of conditions across the site. If during construction phases, conditions are
encountered which differ significantly from those reported herein, we should be immediately
notified so our analyses and recommendations can be reviewed and/or revised as necessary.

Steven D. Bell & Company
September 12, 2005
Page 4
We appreciate the opportunity to be of service and hope our investigation has satisfied your needs
for this project. If additional information is needed or you have any questions, please feel free to
call.
Sincerely,
CAROLINA ENGINEERS, P.A.
CARL C. HUDDLE, P.E.
Project Engineer
North Carolina Registration No.
enclosures:
. Q
CARL C. HUDDLE
1.

CAROLINA
ENGINEERS: PA
CAROLINA ENGINEERS, P.A.
P. O. Box 1573 New Bent, NC 26563
Phone [phone] Fax [phone]
Client: Steven D. Bell & Company Date: Sept. 12, 2005
Project: Apartment Building at McCarthy Boulevard Extension Project No.: ce.166
Technician: Mike Jones Boring No.: HA #1
Boring Location: South end of proposed Apartment Boring Method: Hand Auger
Depth
DCP
Lab Data
Soil Description and Remarks
USCS Symbols Water
NM (%)
200(%
LL(%)
PI (%)
(ft)
aV
Table ft
organic silty sand (top soil)
8 inches
2 feet
4-4-5
black highly organic silty sand (peat)
4 feet
3.4-3
F
6 feet
6-6 6
dark gray silty fine sand
'$ u
8 feet
vviner encoumere0 at 0 Teel

CAROL[ NA
'ENGINEERS. PA
Client: Steven D. Bell & Company
CAROLINA ENGINEERS, P.A.
P. O. Box 1573 New Bern, NC 28563
Phone [phone] Fax (252)-G33-1370
Project: Apartment Building at McCarthy Boulevard Extension
Technician: Mike Jones
Boring Location: North end of proposed Apartment
Date:
Project No.:
Boring No.:
Sept. 12, 2005
ce.166
HA #2
Boring Method: Hand Auger
Depth
DCP
Lab Data
Soil Description and Remarks
USCS Symbols
Water
NM(%)
-2o0(%
LL %)
PL(%
(fl)
aV
Table tt
brown slightly silty poorly graded sand
SP-SM
18 inche
2 feet
7-7-6
black highly organic silty sand (peat)
3 feet
Q
4 feet
7-8-8
dark gray silly fine sand
6feet
6-6-7
v�T
8 feet
vvaier encounterea at 5 teet

CAROLINA ENGINEERS, P.A.
P. 0. Box 1573 New Bern, NC 28563
Phone [phone] Fax [phone]
Client: Steven D. Bell & Company Date: Sept. 12, 2005
Project Apartment Building at McCarthy Boulevard Extension Project No.: ce.166
Technician: Mike Jones Boring No.: HA #3
Boring Location: Northeast parking lot Boring Method: Hand Auger
Depth
DCP
Lab Data
Soil Description and Remarks
USCS Symbols
Water
NM %
200 %
LL %
Pb %
ft
av
-
Table ft
brown to orange clayey sand (fill material
2 feet
8-8-7
light tan poorly graded sand (fill material)
SP s —
3 feet
4 feet
7-7-6
p
b
dark gray silty fine sand
_V_
6 feet
6-7-6
psi
8 feet
¢
boxing terminated at 8 feet Water encountered at 5 feet

�QF W A'r Michael F. Easley, Governor
7CO
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O Y Alan W. Klimck, P.E. Director
Division of Water Quality
August 15, 2006
McCarthy Court III, LLC
Attn: Mike Bateman
300 North Greene Street, Suite 1000
Greensboro, NC 27401
Subject:
Dear Mr. Bateman:
Rn AUG 16 Z006
Stormwater Review SW7060612
McCarthy Court 3
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on
July 10, 2006. A preliminary review of the project indicates that before a State Stormwater permit can be
issued the following additional information is needed.
//-'7 �cJ sG t�ACLCt P—TlJ/>� {i 1 �s Cc.0 rod> I n1�v.ctc..ac��
1. Please provide detailed narrative description of Stormwater treatment and management including
drainage areas delineation. Please be specific about drainage areas, drainage paths and treatment.
izevt T],A.'� i SiocmW&,TC — + t'�. - lacwoo�tnl�k.4z �
2. The Stormwater Management Permit Application Form shows Total Project Area to be 2.124
Acres, one Drainage Area (2.124 Acres?) and Project Built Upon Area of 45.67% while the
Calculations for Stormwater Management shows Total Area of 1.44 Acres and Percent Built
Upon of 67.36%. Please revise and show correct values.
�3. SCalculationsA �n StoJw ter�ManagC Management Calculations S p Supplement were base on
67.36%(?) and SAIDA percentage of 2.75 as shown in calculations indicates that the Piedmont
Table was used for the depth of 3 feet. Please revise SAIDA calculations using correct percentage
and the Table for Coastal Counties (attached) using depth of Permanent Pool (4 feet).
�� 2� �c� U6�.��. - T o% v1= I�th +� (gym L.
/ It appears that the Forebay Volume of is calculated as 2/0 of total Volume (Permanent +
Temporary Pool Volume). Please reduce the Forebay Volume to 20% of Total Permanent Pool
Volume. �
5. Please specify seeding on the Vegetative Shelf.
✓6. I'Y ease delineate Wetlands on plans or add a note that none exist r; .' dc_!
i
J7. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to September 15 , 2006 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 this office at the Letterhead
address.
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAN [phone] Customer Service
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAff rmative Action Employer — 50% Recycledll0% Post Consumer Paper Noa` hCarolina
atrrrally

4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
TRANSMITTAL LETTER
Date: August 23, 2006
To: Mr. Samir Dumpor
North Carolina Department of Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Project: McCarthy Court III Project No.:
New Bern, NC
RECEIVE®
AUG 2'4 Z006
D V Q—WAR®
05-065
We Transmit: For Your:
( x ) herewith ( ) approval
( ) under separate cover ( x ) review & comment
( ) use
The Following:
Copies Date Description
2 Revised Site Civil Plans
I Revised Stormwater Application Sheet
1 Revised BMP Supplemental form Sheet
1 Revised Stormwater Calculations
1 Revised Site Narritive
Remarks: Samir-
Attached you will find the above referenced materials for your review and
approval. If you have questions or need additional information, please call.
Thanks
Copies:
Sincerely,
By: _Matt Johnson
Matthew W. Johnson, P.E.
Civil Engineer
P:QW%IcCe by Court3UdminQg 21M6CPIans io Washingmn.xpl

SITE NARRATIVE
for
McCARTHY COURT 3
STORMWATER MANAGEMENT
AUG 2 4 2006
EROSION AND SEDIMENTATION CONTROL PLAN
General
The site is approximately 2.12 acres located off of McConnell Boulevard in New Bern just
South of NC 17. The site is open and undeveloped with a few trees along the property line. The site
grades generally slope down from northeast to southwest, with an elevation change of approximately 6
feet.
Development
Approximately 2.0 acres of the site will be disturbed to provide a 30 unit apartment building
and associated parking and drive areas consisting of a total of 0.97 acres of built upon area. The site
will also house a 4 unit garage for use of the residents. Storm runoff will be controlled by the use of
Swales, Storm drains, and a wet detention pond.
Soil Conditions
Five to six inches of topsoil stripping across the site will be required. Some undercutting and
stabilization of soils on the site may be required to obtain required compaction of future building pads
and paved areas. The maximum cut and fill slopes should be no more than 2.5 to 1.
Erosion Control Plans and Specifications
All required devices are shown on the project plans and details. Additional information and
requirements may be found on the project plans under "Erosion Control Notes". Seeding and
earthwork specifications are found on sheet C2.3 of the drawings. Additional devices beyond those
shown on the plan may have to be installed later due to local site conditions, or unanticipated problems.
Stormwater Treatment Plan
The site will be broken into two drainage areas DA-I and DA-2 with sub -drainage areas within
DA-1 and DA-2. Drainage area 1 (DA-1) consists of 1.53 acres and will contain all of the 0.97 Acre
of the proposed built upon area. All of DA-1 will flow to and pass through the proposed stormwater
detention pond designed for 90% TSS removal. 3 sub -drainage areas of DA-1 totaling 0.72 acre, with
0.6 acre of BUA, will pass through a grass swale prior to reaching the pond, helping to control the
pollutants within the stormwater runoff. The remainder of the 1.53 acres (total of 0.81 acre with 0.37

acre of BUA) will flow directly to the stormwater detention pond by use of stormdrains. Once treated
by the stormwater detention pond, the reduced flow from the stormwater runoff will exit the site by a
grass swale. Once offsite the flow will then enter in to an existing stormdrainage system.
DA-2 will consist of the remaining 0.59 acre of the total 2.12 acres. The 0.59 acre will consist
of all pervious areas that will completely bypass the pond due to grading restraints and exit the site by
either sheet flow or grassed swales.
Flow Summary -
Pre -developed flow - 1 yr = 2.32 cfs
Leaving site 10 yr = 8.07 cfs
100 yr = 15.92 cfs
Post Developed flow -1 yr = 3.28 cfs
to pond (1.53 ac) 10 yr = 7.88 cfs
DA-1 100 yr = 13.47 cfs
Routed Flow -
from Pond
Flow by passing -
Pond DA-2
(0.59 ac)
I yr = 1.13 cfs
10 yr = 5.62 cfs
100 yr = 11.33
1 yr = 0.76 cfs
10 yr = 1.44 cfs
100 yr = 2.07 cfs
Total flow From 1 yr = 1.89 cfs
Site Post 10 yr = 7.06 cfs
Development 100 yr =15.54 cfs
Construction Sequence
< 2.32 cfs O.K. (81.47% of Pre Develop Flow)
< 8.07 cfs O.K. (87.481/0 of Pre Develop Flow)
Pond can Handle 100 yr Event O.K.
The site will be developed according to the following sequence. Some deviations from this
sequence may be required due to local site conditions, or unanticipated problems. These changes will
be coordinated through the engineer and city inspections staff. All work must meet City of New Bern
and NCDENR standards. A pre -construction meeting between the grading contractor and NCDENR
and City of New Bern staff may be required. A copy of the permit and approved plans must be kept
on the job site at all times. Additional pre -construction meetings with other interested parties may be
required.
1. Install gravel construction entrance at the location shown on the plans.
2. Install pond, riser and barrel, silt fence, diversion berms, and other erosion control devices
as shown on plans. .

3. Stabilize temporary measures, such as berms with temporary seeding and/or excelsior
matting with in 21 calendar days of installation.
4. Clear site
5. Begin rough grading the site.
6. As grading progress, install swales and storm drains as grading permits .
7. Install inlet protection at all structures.
8. Fine grade parking lot and building pad.
9. Place Gravel on drives and parking lot/
10. Begin Building construction.
11. Once building construction is complete, Remove all silt from temporary sediment basin and
prepare for permanent wet detention pond use.
12. Pave drives and parking lot.
13. Remove Erosion control device and stabilize any areas that may have become unstable due
to the removal of erosion control devices
14. Install temporary seeding on all disturbed areas within 15 working days of completion of
any phase of the work or within 15 working days or 30 calendar days of reaching finished
grades.

i` JUN - 9 2006
DWQ-WARD
SW7 0 6 0 612 To e_�10(�
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM /.�
SEDIMENTATION POLLUTION CONTROL ACT 6/q /0&
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed an
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please Q71
the question is not applicable or the a -mail and/or fax information unavailable, place N/A in
Part A.
1. Project Na
H
2. Location of land -disturbing activity: CountyCQAy"t-:_� City or Townshi
G ,
Highway/Street �'�ARiN✓ D
Longitude
114
JUN 0 8 2005
3. Approximate date land -disturbing activity will commence:_ C'�a A Pk'Q-"�rAc-
4. Purpose of development (residential, commercial, industrial, institutional, etc.):
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 2+ tJ —
SECTION
ONAL OFFICii
6. Amount of fee enclosed: $ ((7(j .The application fee of $50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed
8. Person�71VV-
ontact should erosion and sediment control issues arise during land -disturbing activity:
Name E-mail Address
Telephone TZ 0_'z- 19 E­A� Cell # Fax 2'37-- I c)l
9. Landowner(s) of Record (attach accompanied page to list additional owners):
GL"O' �LL- SE l `�&D53C Z Z 15�1
Name Telephone Fax Number
Current Mailing Addres
City State Zip
Current Street Address
City
State
10. Deed Book No. 1 Z 7G Page No. 004 Provide a copy of the most current deed.
Z0-71
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Name ( E-mail Address
�_Odna h �11 1 � JiGi7�It-ra/aO
Current Mailing Ad7c'
s
2q " l
City State Zip
Telephone--_�56 - 7.3z - / � �L)
Current Street Address
City State Zip
Fax Number S3% - Z 3z- 1 �)'

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent: ,
Name I I I / A E-mail Address
Current Mailing Addrdss Current
City
State
Zip
City State Zip
Fax Number
(b) If the Financially Responsible Parry is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
E-mail Address
Current Street Address
Zip City
Telephone Fax
State
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
Type or print name
Signature-
Title or Authority
Date
e
1.lGX A'7 a a Notary Public of the County of
State of North Carolina, hereby certify that �l�lCl"'�/ �j //�C�<(� appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness•` O!lp"4 and notarial seal, this day of
dMI
�,�2007 9 No.
Se
.'OUB�' y y commission expires 3C C2/ l

ral
�3
-'
McCarthy Court III, LLC
Attn: Mike Bateman
300 North Greene Street, Suite 1000
Greensboro, NC 27401
Dear Mr. Bateman:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 15, 2006
Subject: Stormwater Review SW7O60612
McCarthy Court 3
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on
July 10, 2006. A preliminary review of the project indicates that before a State Stormwater permit can be
issued the following additional information is needed.
1. Please provide detailed narrative description of Stormwater treatment and management including
drainage areas delineation. Please be specific about drainage areas, drainage paths and treatment.
2. The Stormwater Management Permit Application Form shows Total Project Area to be 2.124
Acres, one Drainage Area (2.124 Acres?) and Project Built Upon Area of 45.67% while the
Calculations for Stormwater Management shows Total Area of 1.44 Acres and Percent Built
Upon of 67.36%. Please revise and show correct values.
3. SAIDA Calculations in Stormwater Management Calculations Supplement were based on
67.36%(?) and SAIDA percentage of 2.75 as shown in calculations indicates that the Piedmont
Table was used for the depth of 3 feet. Please revise SAIDA calculations using correct percentage
and the Table for Coastal Counties (attached) using depth of Permanent Pool (4 feet).
4. It appears that the Forebay Volume of is calculated as 20% of total Volume (Permanent +
Temporary Pool Volume). Please reduce the Forebay Volume to 20% of Total Permanent Pool
Volume.
5. Please specify seeding on the Vegetative Shelf .
6. Please delineate Wetlands on plans or add a note that none exist.
7. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to September 15 , 2006 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 this office at the Letterhead
address.
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal Opportunity/Affirmative Acton Employer — 50% Recycled110% Post Consumer Paper
Customer Service
1-877-623-6748
n` hCaro oina
tura�lif

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 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
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
Environmental Engineer
Washington Regional Office
cc: L. Allan Hill, PE, Triad Design Group (4807-C Koger Boulevard, Greensboro, NC 27407
Washington Regional Office