SW7970823_HISTORICAL FILE_20070807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW zC2,(s
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

MapQuest.Com: Maps, Directions and More
Page ] of 2
;-r Sorryl When printing directly from the browser your map may be incorrectly cropped. To print the
entire map, try clicking the "Printer -Friendly" link at the top of your results page.
M��p It 4E ��® 1
An AOL Company
A. 943 Washington Square Mall, Washington, NC 27889-3532
1:
Start out going WEST.
go 0.1 miles
2:
Turn LEFT.
_
go <0.1 miles
3:
Turn RIGHT.
go <0.1 miles
4:
Turn LEFT onto US-17 S.
go 17.1 miles
5:
Turn SLIGHT LEFT onto US-17 BYP S.
go 3.5 miles
6:
Turn SLIGHT LEFT onto US-17 S/NC-43 S.
go 3.4 miles
7:
Turn RIGHT onto WEYERHAUSER RD/NC-43. Continue to follow NC -
43.
go 10.4 miles
8:
Turn RIGHT onto NC-43/S GLENBURNIE RD/US-70 BR. Continue to
follow NC-43/S GLENBURNIE RD.
go 1.2 miles
9:
Turn LEFT onto MCCARTHY BLVD.
go 0.5 miles
10: End At 560 Mccarthy Blvd, New Bern, NC 28562-5217
Total Est. Time: 52 minutes Total Est. Distance: 36.70 miles
_
B. 560 Mccarthy Blvd, New Bern, NC 28562.5217
1:
Start out going SOUTH on MCCARTHY BLVD toward DR MARTIN
LUTHER KING JR BLVD/US-17 S.
go 0.2 miles
2:
Turn LEFT onto DR MARTIN LUTHER KING JR BLVD/US-17 N.
_
go 0.6 miles
3:
Merge onto US-70 E.
go 2.2 miles
4:
Merge onto US-70 BR W/NC-55 W via EXIT 417 toward NEW BERN.
go 1.3 miles
5:
Turn LEFT onto HOWELL RD/NC-1004.
go 0.5 miles
6:
Turn RIGHT onto MADAME MOORES LN.
go 1.5 miles
7:
MADAME MOORES LN becomes TERMINAL DR.
go 0.2 miles
8: End At [1046-10691 Brices Creek Rd, New Bern, NC 28562
Total Est. Time: 14 minutes Total Est. Distance: 6.82 miles
_
C. [1046-1069] Brices Creek Rd, New Bern, NC 28562
Total Est. Time: 1 hour, 5 minutes Total Est. Distance: 43.52 miles
http://www.mapquest.com/maps-directions/ 8/7/2007

MapQuest.Com: Maps, Directions and More
Page 2 of 2
GSorry! When printing directly from the browser your map may be incorrectly cropped. To print the
entire map, try clicking the "Printer -Friendly" link at the top of your results page.
Black lack .
i
�. /g0Avden I
. L0 N .. 4 C`^
Grifton
"\y Rett 11 I
oGwmgen r'
Vanceb2
Fort Barnwelell
( i D
O.�
55
70 Dover
�laspe
l�+ 70 L Cave City y,
ci `�� Tuscan
O no
41
n r \.
c
® 2007 MapOues Inc.: O 2007tTele Atlas [j ; V '4- .1
Mer �t
city 1
I
CO ti
All rights reserved Use Subject to License/Copyright
These directions are informational only. No representation is made or warranty given as to their content, road conditions or route
usability or expeditiousness. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or
delay resulting from such use.
http://www.mapquest.com/maps-directions/
8/7/2007

11/14/2006 10:17 919-941-9606 GOODWILL INDUSTRIES PAGE 03/07
oaof w�1Fq p Michael R Easley, Governor
V1AM= G. Rosa, Jr., Soorep9ry
North Carolina Department of Environment and Nftrel Resourooa
Y Nan W. IOlmek, P.E. Director
Denslon of Water Owilty
CURRENT PERMIT INFORMATION:
1. Stormwater Management Pennft Number. SW 7970823
2. Permit t'tolder S name: Goodwill Community Foundation
3. Signing official's name:._ ,� ,,,,, r ,Hc�,. �- Title:
(person *Go rsaportsm for neenlo
4. Mailing address: 4808 chin page ft City: Durham
State: NC ZlpCode:27703 Phone:(g19) 941-9600 FAX: [phone]
(Ana code and NumDefj (Nee Cade and Nuneat)
5. Project Name: Goodwill Community Foundation
S. Location of Project: (~ eddresa),560 McCarthy Blvd. New Bern, NC 28560
7. Directions to Project (from nearest nlalor imerai Route 17 turn on McCarthy Blvd to #560
It. PERMIT INFORMATION
1. Specify the type of stormwater treatment (wet pond, rrxoeta,, eta) Wet Pond.
2. List any changes (tram proiece enat ww erg near spa ems. att ell addlaa,ai pages
3. Do you have a copy of the original Operation and Maintenance Agreement? Yes —No x
Applleant'e CerWicatJon: - _ // / /
rtrfy that the information Included on this
permit renews app ca on, is toothe est of knowledge, correct and canplete.
Slgnaturet�'�-�-��C.�,....,.,'7 ✓' red ^...'.��,A'`6a e��/-/�—�/7
this completed form along with an application fee of $420.00 and a copy of the
is oerttflcation to the address listed below.
mom cam" l mmOfwow oeoy R3WaaA(nevlaquas LW Plivre lersetat cuamma sewo+�rra2sarlE
waftgMRagbMorAp wunhptar.No2?M fax (2s2OO9213 inemeN2a4Yalee,MW ,�ti� �
M Eeal 0MWW 1Almzlm Ackn Emprger- W% Ile"WM0% Pod Cmrumer Paper N✓�v�(j"�(

10
1
gum
UEVUPMENT ENGINEERING INC
P. 0. Box 17705 Raleigh, NC 27619-7705
® 244 W. Millbrook Rd. Raleigh, NC 27609
Phone: [phone] Fax: [phone]
TO: NCDWQ
Attn: CAMA
943 Washington Square Mall
Washington, NC 27889
LETTER OF TRANSMITTAL
DATE: 06-19-07
JOB NO.: 07-137
ATTENTION:
RE: Goodwill Community Foundation
(Formerly Commercial Properties, Inc.)
Stormwater Permit No. SW 7970823
WE ARE SENDING YOU ® Attached ❑ Under separate cover via mail the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑
COPIES
DATE
NO
I DESCRIPTION
1
Coastal Stormwater Permit Renewal Application Form
1
Wet Detention Basin Operation and Maintenance Agreement
1
Engineer's Certification j
1
Coastal Stormwater Permit Name/Ownership Change Form
Check for $420
THESE ARE TRANSMITTED as checked below:
I❑ For approval
❑ Approved as submitted ❑ Resubmit_ copies for approval
❑ For your use
❑ Approved as noted ❑ Submit copies for distribution
® As requested
❑ Returned for corrections ❑ Return _ corrected prints
❑ For review and comment
❑
❑ FORBIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO:
RECEIVED BY:
FROM: David H. Blevins, P.E.
If enclosures are not as noted, kindly notify us at once.

11/14/2006 10:17 919-941-9606 GOODWILL INDUSTRIES PAGE 04/07
Project Name: Goodwill Community Foundation Inc (Formerly Commercial Properties, Inc.)
StorotwaterPermitNo.: SW7970823
Designer's Certification
1, David H. Blevins. P.E. , as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
as -built condition
the censtruatiot}ofthe project, Goodwill Community Foundation Inc.
(Formerly Commercial Properties Inc.) (project)
for Goodwill Community Foundation, Inc. (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. � � 0111 1f ill/
Signature / ! ' t-1�"�'r"��^'L� `� �1�; Qa,OFeaa/'-.9% i
J 1Y
Registration Number PE 12550 9�•• at 'tit
Date 06-18-07
Certification .e drainage area to the system contains approximately the rmitted acrea(ements:O H• B�E�`���\
ag appr Y Pc �rrrrnnsttNv
__x _2.The drainage area to the system contains no more than the permitted amount of built -upon area.
X 3.AII the built -upon area associated with the project is graded such that the runoff drains to the
system.
X4.All roof drains are located such that the runoff is directed into the system.
_ x 5.The outlet/bypass structure elevations are per the approved plan.
X 6.The outlet structure is located per the approved plans.
X 71-rash rack is provided on the outlet/bypess structure.
X 8.All slopes are grassed with permanent vegetation,
x 9.Vegetated slopes are no steeper than 3:1.
X 10The inlets are located per the approved plans and do not cause short-circuiting of the system.
X 11.The permitted amounts of surface area and/or volume have been provided.
X 12.Required drawdown devices are correctly sized per the approved plans.
X 13.All required design depths are provided.
X 14.All required parts of the system are provided, such as a vegetated shelf, and a forebay.
X 153-he required system dimensions are provided per the approved plans.

11/14/2006 10:17 919-941-9606
GOODWILL INDUSTRIES
PAGE 06/07
Michael t', F:.ufcy. cwemor
Willinm G. Ross Jr., secretary
North Carolina Department of Environment and Natural Rtsourew
Alen W. Klimek, RE, Duster
al isms of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I, CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: SW7970823
2. Permit Holder's name: Goodwill community Foundation, Inc.
3. Signing official's name: Dennis McLain Title: President
(person legally responsible for permit)
4. Mailing address: _ 4808 chin Pane Rd. City: Durham
State: Nc ZipCode: 27703 Phone:_(919)941-9600 FAX: [phone]
(Even Code end Number) (Area Code and Number)
it. NEW OWNER / PROJECT / ADDRESS INFORMATION
1. This request is for. (please check all that apply)
a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
x b. Name change of project (Please complete Item #5 below)
C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit:
3. New owner's signing official's name and title:
(TIOo)
4. New Mailing Address: City:
State:_ ZipCode: Phone: FAX:
Area Code and Number) (Area Code and Number)
5. New Project Name to be placed on permit: Goodwill community Foundation. Inc
Page 1 of 2
North Carolina Division of Water Quality intemep www, npWatarouollty ore
942 Washington Square Mnll Phone [phone]
Wash ington, NC 27889 Fax [phone]
An Equal Opportunity/ARnnelhe Action Employer - 50% RecyclM110% Pool Consumer PoW
N'e Carolina
cNaturally

11/14/2006 10:17 919-941-9606
GOODWILL INDUSTRIES
PAGE O5/97
—_,.,
Permit No#
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detection basin system for sediment accumulation, erosion. trash acctnnulatioa,
vegetated oom, and general condition.
b. Check and clew the orifice of any obstructions such that drawdown of the temporary pool occurs within'
1'tii s daya'iu'ilgtgfied.
---...—' ---- ..._.
2. Repair eroded area immediately, re-ae—d ed asea —'n .necessary to mafatsin good vegetative Dover, mow vegetative
---cover to madnteln a maximum height of eix inches, and reraove trash as eAdded.
?. Impact and repair the collection system (i.e. catch basins, piping, swales, riprep, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi.ennually or when depth is reduced to
75% of the original design depth (sea diagram below). Removed sadbaent shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin'or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads fed in the main pond, the sediment shall be removed.
When the permanent pool depth roads feet in the forebay, the sedimem shall be removed.
BASIN DIAGRAM
OVI to tb blmmb)
Pammetn Pool Elevation
i
Sallmmt Ren,n of ICI.
--------------a sedlment Romovd Elevation
Bunom Fde vtion
VVVV BonomElcvetion ''S"� ..
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.

11/14/2006 10:17 919-941-960E
GOODWILL INDUSTRIES
PAGE 07/07
7. All components of the wet detention basin system shell be gse7rrtdned in good working order.
3. Remove all trees and heavy woody vegetation from the basins end dike wells.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
maintenance procedures listed above. I agree to noti* DWQ of any problems with the system or prior to any
ehangestothes.or .... ..,. ... ...... ....._.
/nat'bb party>
:
Print name: l!•' �"� (, .•'�^si w_�t /— .�.7 �,.-. T'�. f� N!/J/'JS I/-�i^=�.-� ��N,
Address: Goodwill Community Foundation, 4808 Chin Page Rd., Durham, NC 27703
Phone: [phone] I
stgrlatnre:�; r%' L1 �t--�..-•-� ! 7�--.-./..��� A•� . � �4 � ,�..r.� F'T>�;
Dam: �y3-dLIZ
Nate: The legally respomble party dwWd oat be a lmmsownas Wodadoa unless more than 50%of the lots have been sold and a
caideet of the subdivision has been named tt o }resident
a Notary Public for the State of i\VAVV � bkk IY
County of ��. - p ,_do hemby certify tbat \. ^LL,-I\ 5 C`1 C-� i1a
personally appeared before me Zls day of _S11 YAP . r and acknowledge the due
execution of the foryotng wet detention basin maintenance requirenrems. Witness my hand and official seal,
Mycommisslonexpires fYbai``1 25z1'ZOL�

MNPS
http://gismaps.cravencounty.com/maps/map.asp?cmd=REFRESH&ms...
SELECTED PARCEL ID:k8s"12—
g - I
November 2, 2006 11:21:12 AM
Craven County does NOT warrant the
information shown on this page
and should be used ONLY for tax assessment
purposes.
L
164 ft
CITY: I
ZOOM TO SCALE:
SCALE:
1 inch = F- feet
Zoom
I of 1 11/2/2006 4:38 PM

INFORMATION
r
h4://gismaps.cravencounty.corn/maps/map_cama.asp?pid=8-208...
PARCEL ID: 8-208 -2001
PROPERTY STILES BUILDINGS
rAFO INFO
Owner:
GOODWILL COMMUNITY FOUNDATION INC
Mailing Address:
4808 CHIN PAGE RD
DURHAM NC 27703
Address of Property:
560 MCCARTHY BLVD
Property Description:
PARCEL 6 MCCARTHY SOUTH
Assessed Acreage:
1.310
Calculated Acreage:
Deed Book Page:
1763 0637
Deed Recording Date (m d y):
Recorded Survey:
G-27-C
Life Estate Deed Book 8 Page:
Estate File (Will) Year-E-Folder:
Land Value:
Total Improvement(s) Value:
$549,800
Total Value:
Number of Improvements:
3
Tax Exempt (YES/NO):
City Name:
New Bern
Fire Tax District:
Drainage District:
Lot Description:
Special District:
Land Use:
Craven County does NOT warrant the Information shown on this page and
should he used ONLY for tax assessment purposes. 8nbspNovember 2, 2006 4:55:49 PM
1.239
6 30 2000
$427,980
$977.780
YES
199.99 X 196.89 IRR
Corn - Large regional stores.
I of 1 11/2/2006 4:54 PM

;C 7gC' J9"r . , :"rJ .'fir. r. •
.� k:C -. . _iK.; S: f;Gti,... -'j" � "t`Tv .1 i^: •Y1i2 2?G Y ' 1.. 7 ' i 30, i

INFORMATION http://gismaps.cravencounty.con/maps/map_cama.asp?cmd=SAL...
1 � .
PROPERTY SALES .BUILDINGS
INFO INFO
PARCEL ID: 8-208 -2001
Sales Date Seller Name Buyer Name Type of Sale Sales Price
3/31/1997 ALCOKE, JOE L CRAFTSMAN DRIVE ASSOCIATES PROPERTY SPLIT $330,000
6/30/2000 CRAFTSMAN DRIVE ASSOCIATES GOODWILL COMMUNITY FOUNDATION INC STRAIGHT TRANSFER $1,012,500
Craven County does NOT warrant the information shown on this page and
should be used ONLY for tax assessment purposes. &nbspNovember 2, 2006 4:56:06 PM _
I of 1 11/2/2006 4:54 PM

■
S
O '
i
Ft
Y,
i�
-
c
- T

Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
�i
�
Alan W. Klimek, P.E. Director
Division of Water Quality
November 3, 2006
Goodwill Community Foundation, Inc.
4808 Chin Page Road
Durham. NC 27703
Subject:: Stormwater Permit No. SW7970823
For stormwater pond on property located at 560 McCarthy Blvd
(formerly Commercial Properties, Inc)
Craven County
Dear Owner/Director:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7970823
for Commercial Properties, Inc. on December 16, 1997. This permit expires on December 16, 2007.
Section .1003(h) of 15 A NCAC 2H .1000 (the stormwaterrules) requires that applications for permit
renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the permittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact us at 252-946-6481.
incerely
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: ,"Washington Regional Office
North Carolina Division of Water Quality Internet: www.navateraualitv.or- One
943 Washington Square Mall Phone [phone] NorthCarohna
Washington, NC 27889 Fax [phone] aFumllf
An Equal Opportunity/Affrmatve Action Employer- 50% Recycled110% Post Consumer Paper �/�(1L s LL

-74
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
October 13. 2006
Commercial Properties, Inc:
Attn: Mr. Brantley Tillman
1100 Logger Court, Suite Al03
Raleigh, NC 27609
Subject:: Stormwater Permit No. SW7970823
Commercial Properties, Inc.
Craven County
Dear Mr. Tillman:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7970823
for Commercial Properties, Inc. on December 16, 1997. This permit expires on December 16, 2007.
Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit
renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the permittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact us at 252-946-6481.
Sin ere",
AHo e, R� e
ge, g aTbtS TSupervlsorr
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Bre�d Suitt & Associates
v7 ashington Regional Office
North Carolina Division or Water Quality Internet: www.ncwatercualimore One
943 Washington Square Mall Phone [phone] NOrthCarollna
Washington, NC 27889 Fax [phone] alum
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Naturally
l- ! lL[�

Michael P. 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
October 13, 2006
Commercial Prop s, Inc.
Attn: Mr. 135nN y Tillman
1100 Lggger Court, Suite A103
Raleigh, NC 27609
Subject:: Stormwater Permit No. SW7970823
Commercial Properties, Inc.
Craven County
Dear Mr. Tillman:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7970823
for Commercial Properties, Inc. on December 16, 1997. This permit expires on December 16, 2007.
Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit
renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the permittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact us at 252-946-6481.
Sin erely,
A�Hoe R a ervisor
9 9 P
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Brad Suitt & Associates
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterquality.org One
943 Washington Square Mall Phone [phone] NorthCarofina
Washington, NC 27889 Fax [phone] Naturally
An Equal OpportunitylAffirmafive Action Employer— 50% Recycled110% Post Consumer Paper Naturally
K

State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
C.G.W., Inc.
Attn: Ms. Gaye
P.O. Box 1018
Morehead City,
DIVISION OF WATER QUALITY
October 28, 1996
Wellons Mashburn
/ `L � i 2
NC 28557 S S 5„/79706ZJ
Subject: Application No.
Wellons Centre
Craven County
Dear Ms. Mashburn:
SW7960904 i/f4c-f/rie
The Washington Regional Office acknowledges receipt of your
stormwater application and supporting information on September 16,
1996. This application has been assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
- stormwater application and appropriate fee
- site plan and stormwater calculations
narrative description of stormwater control measures
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact me at [phone],
extension 264.,
Sincerely,
William J. oore
Environmental Engineer
Washington Regional Office
cc: Robert M. Chiles
Washington Regional Office
1424 Carolina Avenue, Washington, NC 27889 Telephone [phone] FAX [phone]
An Equal'Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
DIVISION OF WATER QUALITY
October 27, 1997
Commercial Properties, Inc.
Attn: Mr. Brantley Tillman
1100 Logger Court, Suite A103
Raleigh, NC 27609
Dear Mr. Tillman:
•�Mrt etmN.
Subject: Application No. SW7970823
Commercial Properties, Inc.
Craven County
The Washington Regional Office acknowledges receipt of your
stormwater permit application and supporting information on August
25, 1997. This project has been assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
2 sets of plans showing proposed development, drainage
basins and stormwater control measures
- narrative description of project and stormwater control
measures
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact me at [phone],
extension 264.
Sincerely,
William J. Moore
Environmental Engineer
Washington Regional Office
cc: Raybon Engineering
Craven County Inspections
,�Washington Regional Office
943 Washington Square Mall. Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

EROSION
LVASHIN(3i OFfICfi
AND CCAUG 25 11997
Ds Fr MM
SEDIMENTATION CONTROL PLAN
FOR
COMMERCIAL PROPERTIES INC.
NEW BERN, NORTH CAROLINA
AUGUST, 1997
SEAL
L-MW
7,,1�� L.
m
V

EROSION AND SEDIMENTATION CONTROL PLAN
FOR
COMMERCIAL PROPERTIES INC.
NEW BERN, NUMBER EIGHT TOWNSHIP, CRAVEN COUNTY, NORTH CAROLINA
AUGUST, 1997
TABLE OF CONTENTS
NARRATIVE..........................................................................................PAGE
1
CONSTRUCTION SCHEDULE................................................................PAGE
2
MAINTENANCE PLAN..........................................................................PAGE
3
VEGETATIVE PLAN............................................................................PAGE
4-7
SITE DEVELOPMENT & TOPOGRAPHIC SURVEY.............................EXHIBIT
1
EROSION & SEDIMENTATION CONTROL PLAN...............................EXHIBIT
1
SUPPORTIN CALCULATIONS .......................................................PAGE
8-23
FINANCIAL RESPONSIBILITY.......................................................
PAGE 24-25
DE M FORM.....................................................................................PAGE
26-27
POND MAINTENANCE REQUIREMENTS & AGREEMENT................PAGE
28-30
COMMUNITY RETENITON POND EASEMENT AGREEMENT ..........
PAGE 31-35

NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is to construct a 12,500 Square Feet Retail
Building with 63 Asphalt parking spaces, including a concrete loading dock,
concrete dumpsite pad, concrete sidewalks in front of proposed building &
proposed underground drainage to drain site into community retention pond.
The Name of the Development which community retention pond lies in is called
Wellons centre for C. G. W., Inc. Prepared by Robert M. Chiles, Dated July 8,
1996. Revised 8-14-1996 which will have supporting calculations for Parcel 6,
McCarthy South, Phase Two, The Proposed Commercial Properties Inc. Site. The
site consists of 56,988 Square Feet and with proposed parking and dock, walks, the
total impervious area equals 40,725 Square Feel which constitutes a high density
development.
SITE DESCRIPTION
This site is clear for the exception of the North Eastern corner of the lot being
wooded with some large trees to remain as indicated on the plat. The Soil in Mostly
Sandy -Loam with the exception of some Clay areas.
ADJACENT PROPERTIES
Land use in the vicinity is Commercial use. Land to south is the Lowes Store,
land to the west is McCarthy Boulevard land to the north is Wellons Boulevard. Land
to the cast is Carolina Power & Light 70' Right of Way Over Head Transmission Lines,
the location of the Community Retention Pond.
PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
1. Temporary gravel construction entrance/exit
A temporary gravel construction entrance will be installed
at the proposed Drive way entrance on Wellons Boulevard.
During wet weather it may be necessary to wash vehicle tires at this location.
02. Land grading will be required on approximately 1.1 acres.
Due to the nature of this project and type soil involved
there is expected to be some sedimentation and possible
erosion in the event of very heavy prolonged rain.
Enclosed a plan sheet showing existing features and
proposed erosion and sedimentation control devices

CONSTRUCTION SCHEDULE
O1. Obtain plan approval and other applicable permits.
02. Stake and flag area to be cleared or graded.
03. Hold preconstruction conference at least one week prior to
starting construction.
04. Clear limits haul off excess debris and dispose of properly.
05. Install temporary sediment basins. Stabilize and vegetate
disturbed areas.
06. One temporary gravel construction entrance/exit will be located
at proposed drive way as depicted on plan.
07. Grade site and construct swales.
08. Install outlet stabilization structures and vegetate disturbed
areas.
09. Complete final grades on swale ditches. Stabilize roads with
gravel. Stabilize swales with permanent vegetation.
10. All sediment & erosion control devices will be inspected weekly
and after every rainfall event. Needed repairs will be made
immediately.
11. After site is stabilized. Remove all temporary devices and
install permanent vegetation on disturbed areas.
12. Estimated time before final stabilization is 60 to 90 days
after construction begins.

MAINTENANCE PLAN
01. All sediment & erosion control practices will be checked for
stability and operation following every runoff producing rainfall
but in no case less than once every week. Any repairs will be made
immediately to maintain all practices as designed.
02. Sediment will be removed from temporary sediment basins when storage
capacity has been approximately 50% filled. Gravel will be cleaned
or replaced when sediment pools no longer drains properly.
03. All seeded areas will be fertilized, reseeded as necessary and
mulched according to specifications as described in the vegetative
plan to maintain a vigorous, dense vegetative cover.

■
+. glwEr A .
Seedled_Prqparation.Qr
7w Fill slopes 21 or nt«nc to be needed with ahydraulic
seeder (p«mane, a inns).
s Wave the last s inches of fill loose anti
m:o+«ted, allowing rock, roots large clods and
other debris teremain on he slope.
g Roughen slope facv making Remos, : inches deem
Perpendicular to the slops
9 Wren lime evenly over slopes at rates recommended by
soil tests.
—ewllsl 2:1or steeper .\mr rye ow6.
l,Lea ylmo, cemowtG surface. Remove large
clodm, x m wand debris which might hold netting
above the surface
g Sp road lime and maile m.evmly at rwear« m:muw
,yam o tests
g Incorporate amendments byroughening or grooving soil
surface on the contour. 02
SR-3 mum mG ntm »::tool
o Remove rocy and Mbrimtnw could wtc Fire,«,
tillage and the production of a uniform Gna.
v Ww»!we and fertilizer at rates recommended hy noil
2� m9 s mead evenly and incorporate to a depth of !
m m:s with a fare disk or chisel plow.

a) Loosen the subgrade• immediately prior to 5°. P±3 ?. �:�7. L..�rl
topsoil by disking or scarifying to a drPhh Of at;
least 2 inches..
4) Spread topsoil to a depth 6f 24 inches and cu.l.tri.pack.
5) Dist or harrow and rake to produce a uniform andwell--
pulverizedwell--
pulver:i.zed surface.
6) Loosen surface .))-st prior to applying .. K.
rf:•._4 Gentle or flat Hopes whore" topsoil is not Used.
1) Remove rocks and debris.
_) Apply lime: and fertilizer at; rates recommended by soil
tests; spread evenly .and incorporate into the top G
inches
with a
disk,
chisel plow,
or
rotary
tiller.
I' .S) Break
up large
clods
.and rake :into;
ea
lc=ne,
uniform
moedberd.
:1) Rake to loosen'surface jumt p);AOr to applying sseied-
Seeding- Method. OW
SM-1 Fill slopes steeper than 3K (permanent scedingM
Use hydraulic seeding equipment,to apply seed and
fertilizer, , a good fiber mulch at 451.b. /.1,000 Eq. ft.",
9
and mulch tack:ifior.
SM-2 Gentle to flat clopum or temporary useed:ingc.
1) Broadcast seed at the recommended rate with a cyc:l.;:"
souder, drop nprruador, or cult:i.p acksr Sizedr_'r.
2) Rake ,teed into the soil and lightly pack to esi abl:i: -1
_sod contact.
Pg.
5

mg I- (mu.)
MU-1 Stump slopes (3:1 or greater:) 1.
In midsummer, late fall or winter, apply 1001b./1.,000
sq. ft: grain straw, cover with netting and st'•aple to
the slope. In spring ='r'.early fall i_!=_se :131b./1,000 sq.
ft. wood fiber in a I'iydroseedear slurry.
MI_172 High -maintenance vegetation and temporary s.eedings.
Apply 901b./1,000 sq. 'ft:. (4,000 lb./ao_'rm) grain straw
and 'tack: with 0.1 gal/sq. yd. asphalt (11 gall.%1.,000 sq.
MU-3 Gr.asm-lined channels
Install excel sior mat in the channel. , extend up the
channel banks to the highest calculated depth of flow,
and secure according to manufacturer's specifications.
Maintenance iMA)
MA--1. Refer't-:ili. e :in late winter or early spring the foll..winci
year. ,Mow as-dcsired.
MA- Kmop mowed to a height of -4 inches. f-nr-t-i.l:ize with
4011./acre (1.1b./1,000 {sq. ft.) nitrogen in winter and
again the following 'fall.
•iri-.:, Inspect and repair mulch and lining. Rr,i,, },. I: il :i.ze in laic
wi.nntor or the 'following year with 1301b../acro 10--10--1"
2.31b./1.,000 sq. ft-.). Moss regularly to :a height: of 0....1
inches.
MA-1 Tn4:dress with 10-10--1.0 ferti.l.izur if growth in ncol full;
a �.dege..tsrt__.
NA-3 fopd'ioss with 301b./acre !.ilb. /1�On!i sq ft.) nitrogen
in March. .If _over .is neodod through the following
sum. mar , ova rsood with :) 1. b . i [, . i r. I-.,.;, I , . l vr.fpri-..
Pg. 6

Are
No.
1
L7
TABLE 1: VFG7TATIV- PLANI
Seed. ng Nixcure
Seedbed
"
n i
. erma men'
Temoor'.y
?raga.--
L c
Seeding
;,zince-
Description
season
lb/ac
-----
----
Method
-_
--
--nnz-------
Steep slopes
Spring or
Tall fescue 100I
° an nc r. ntzera also
( 3:1); low
fall
Kobe lespedeza 10
I
S?-1
SM-1
MA-1
used for
maintenance
3ah:zgrzs5 25
areas (4). Overseed
-
Rve rain 40
wln:e. olanzinM1s ot'rye
S ummcr
German millet 40
IS?-2
witn Kooe; iespeJeza ir.
I
SM-2
l
u A.-5
Parch if gracing .is not
Winter I
I
Rye grain 120
________________________
___ ___---co•mP
let_-_--
-•
______________
Hi h-main[-
S
_______________________________
S rin
p g I
a=__
Rye r 'n 120
Y grain
Tall fescue can be
enance turf
Kooe lesoe de za 50
M:.-6
seeded in spring -
increase rate to 250
Summer
German millet 40
I
S?-3
SP'-2
MU-2
1b/ac. Teno. seeding
Fall "lTall
fescue 'blend 200I
HA-2 Ifor
:all is the sane
as for •.inter.
Winter
I I
Rye grain 120
MA-5
Grassed
Fall —
rzll scue 200
IRve
channels with
Sorinq
v.rzfein 40
—�
S?-4
SM-2
MU-3
Y.?-3
side slopes
5=mc r
[all fescue 200
3:1
IGerman millet 10
______
_----------
--------------
. ______________
Low-
_
SP _in_;___
o.
_____
Tall fescue 100
______________________
For temporary seeding
maintenance
Fall
Kobe lespedezz 10
MA-1
in spring or fall see
areas
bahiegrass 25
5 be low.Rve_
rain___
40
SP-4
SP!-2___
TfU-2
Use these specs for
Su,far
Tall fescue 100
Kobe lespedeza 10
temporary diversions
berr..udagrass 15
MA-5
Gerrzn milled 10
Winter
I
I ?.ye grzin 120
"
Areas requir-
ing cover for
Spring
I
Rye grain 120
Kobe lesoedeza 50
MA.-4
Treat temporary
divbrsioo zs lo,
Sumazr
German millet 40
less than 1
aP-4
SM-2
MU-2
maintenance, permanent
year
I
I
II
(area 4)
Include topsoil stock -
Fall S
Rye grain 120
MA-5
Winter
Kobe lespedeza
piles here
piles
2 Column entries for seedbed preparation, seeding method, nulch, and nainzenanca refer to.Attachmeit I.
3 Area numbers are designated on map.
Spring (Feb. 1 - Apr. 15), Summer (Apr. 15 - Aug. 20), Fall (Aug. 20 - Oct. 25),
Winter (Oct. 25 - Jan.).

The 1.3 acre tract of land for the proposed development receives additional offsite runoff
from the approximately 0.25 acres of land that the pond is sited on. The development will be
60% impervious. The stormwater will be captured in catch basins and conveyed to the pond
through reinforced concrete pipe and a grassed swale. The lot is divided into five drainage areas
( subcatchments 1-5, see drawing).
The pond consists of two sections, a forebay and the main body of the pond, separated
by a baffle. The outlet structure consists of a riser and barrel with an orifice in the riser to
provide an outlet that will detain a one inch storm for two to five days. The orifice will be 1 foot
below the permanent pool elevation to prevent clogging. The pond was designed to store a one
inch storm for two to five days and pass a 10 yr storm through the riser and barrel.
Project Name: Commercial Properties, Inc.
Permit Number:
Location: New Bern, Craven County
Applicant: Commercial Properties, Inc
Mailing Address: 1100 Logger Court, Suite A103
Raleigh, NC 27609
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
Pond Depth: 4 ft.
Permanent Pool Elevation: 19.0 ft.
Total Impervious surfaces: 40,946 sf
Offsite Area Entering Pond: 0.25 ac
Green Area Entering Pond: 27,000 sf
Required Surface Area: 3,614 sf
Provided Surface Area: 3,824 sf
Required Storage Volume: 3,744 cf
Provided Storage Volume: 7,714cf
Temporary Storage Elevation: 20.5
Controlling Orifice: 1.0 in
^✓GIP1�,�Q;r�_ 7
Pond design, runoff estimates, and
pipe calculations by Raybon Engineering
All else by others.
4

DRAINAGE AREA 5
AREA = 17,373 SF
yo 4c-
.rim_
D�INAGE AREA 1
A = 7.282 SF�
0.1 1 etc,
Em
Ea P
�Gr..
r DRAINAGE AREA 2
AREA = 14.849 SF
I. 3yac-
0
ry
Y
P �
�m
m v p O
r c
A
/
®
O
®/
DRAINAGE AREA 3
AREA = 15,517 SF
0
•3�a� /
o
®
EM
/
O
®
P
°
� P
® ® ®
O

y
25" X 35" FRAME AND GRATE
TOP OF RISER ELEVATION 20.5 0
PERMANENT POOL ELEVATION 19.0
1 " ORIFICE DRILLED IN 4" CAP FOR
DRAWOOWN OF 1 " STORM
I' BELOW P.P. ELEVATION
BOTTOM ELEVATION 15.0
FLOOD/TOP OF BANK ELEVATION 23.0 V
EXISTING 15 " RCP BARREL
INVERT 18.7
B" STABILIZATION STONE
POND CROSS SECTION
N TS
NOTE RISER TO BE PRECAST OR BUILT IN PLACE RECTANGULAR BASIN.
BASIN TO HAVE STEEL GRATE COVER CAPABLE OF SUPPORTING 100i PER SO. FT. WITH
A DEFLECTION < 114" AND A FLOW THROUGH AREA OF 3.5 S0. IT. MINIMUM.

RAYBON ENGINEERING
Civil - Environmental - Marine
8/15/97
note:.25 ac offsite ( area pond is on)
Commercial Properties Pond
Pond Calculations Units Symbols & Governing Equations
Total Site Area 1.56 ac TA
Building Area 0.29 ac BA
Green Area 0.62 ac GA
Parking Area 0.65 ac PA
Proposed Pond Depth 4.00 ft
Percent Impervious 60.26 % (TA-GA)*100/TA
Surface Area/Drainage Area % 5.32 % SA/DA (from Chart 4 90% TSS removal)
Permanent Pool Surface Area Req'd 3613.74 sq ft SA/DA*TA*43560/100
Approximate runoff volume for
V Storm
3744.35 cubic ft
V=[(BA*1)+(PA*.95)+(GA*.2)]43560/12
Permanent Pool Surface Area Provided
3824.00 sq ft
PSA (from CAD)
Surface Area 2' Above P.P. Surface
7530.00 sq ft
SA2 (from CAD)
Appx. Design Storage Depth Req'd (1" Storm)
0.66 ft
DSD=[2/(PSA+SA2)]V
Permanent Pool Elevation
19.00 ft
(from site plan)=PPE
Design Storage Elevation
20.50 ft
(from site plan)=DSE
Top Bank Elevation
23.00 ft
(from site plan)
Bottom Elevation
15.6o ft
(from site plan)
Design Storage Depth Provided
1.5
DSDP=DSE-PPE
Design Pool Surface Area
6461.00 sq ft
DPSA (from CAD)
Design Storage Provided
7713.75
DS=DSDP*(PSA+DPSA)/2
Drawdown Outlet Size
Area (2 day drawdown)
1.54 sq in
A2=(Q/Cd)/(2gh)A.5
where Q=V/time, Cd=.60, h=DSD/2
time=172800 seconds (2 days)
Diameter Of Orifice (2 day drawdown)
1.40 in
D2=2*(A2/PI)A.5
Area (5 day drawdown)
Diameter Of Orifice (5 day drawdown)
0.62 sq in A5=(Q/Cd)/(2gh)A.5
where Q=V/time, Cd=.60, h=DSD/2
time=432000 seconds (5 days)
0.89 in D5=2*(A5/PI)A.5
Final Orifice Diameter 1.00 in
V

RAYBON ENGINEERING PA
Civil -Environmental -Marine
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561
SUBCATCH14ENT 1
ACRES CN
.17 98 Parking
Commercial Properties, Inc.
Stormwater Calculations
8-97 EJF
[phone] Pager 636-8566 Digital
Fax [phone]
SCS TR-20 METHOD
TYPE III 24-HOUR
RAINFALL= 6.7 IN
PEAK= 1.1 CFS @ 12.00 HRS
VOLUME= .07 AF
SPAN= 10-20 HRS, dt=.1 HRS
Method Comment Tc (min)
CURVE NUMBER (LAG) METHOD Segment ID: 3.4
L=100' s=.005 '/'
SUBCATCIIMENl' 1
HOUR
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
SUBCATCHMENT I RUNOFF
I.I
0
AREA= .17 AC
9
Tc= 3.4 hIIN
CiJ= 98
S
c�7
SCS TR-20 METHOD
U
v
.6
TYPE III 24-HOUR
.S
RAINFALL= 6.7 IN
3
O
4
-
3
FERK= l.i CFS
e 12 HRS
2
1
` UOLUNE= .07 AF
�!
r, a in 0 1� M M m
TIME (hours)
RUNOFF PEAK= 1 1 CFS C 12.00 HOURS
0 00
10
20
30
40
50
60
70
80
.90
1
l
l
l
1
l
.2
.3
.4
.6
1.1
.7
.4
.3
.2
.2
.1
.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
l2

Commercial Properties, Inc.
RAYBON ENGINEERING PA Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
SUBCATCHMENT 2
ACRES CN
.34 98 Parking SCS TR-20 METHOD
TYPE III 24-HOUR-
RAINFALL= 6.7 IN
PEAK= 2.1 CFS @ 11.98 HRS.
VOLUME= .15 AF
SPAN= 10-20 HRS, dt=.l HRS
Method Comment Tc (min)
CURVE NUMBER (LAG) METHOD Segment ID: .8
L=100' S=.08 '/'
SUBCATCHi TENT 2 RUNOFF
2.0�
8
AREA= 34 AC
To= .8 P1IN
1.6
CN= 98
i.4
4 1.2
SCS TR-20 METHOD
v
TYPE III 24-HOUR
1.0
RAINFALL= 6.7 IN
o
.B
i
.6
PEAK= 2 1 CFS
q
e il.96 HRS
U01-UI°1E= .15 AF
0
ld - N r"7 V - - r - - N
T I11E (hours)
SUBCATCHMENT 2
RUNOFF PEAK= 2.1 CFS @ 11.98 HOURS
HOUR
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
1.9.00
20.00
0.00
10
20
30
40
.50
.60
.70
.80
.90
.1
.1
.1
.1
.1
.1
.1
.2
.2
.2
.2
.2
.2
.2
.3
.3
.5
.7
1.0
1.7
2.1
1.0
.8
.6
.4
.3
.2
.2
.2
.2
.2
.2
.2
.1
.1
l
l
1
l
1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0.
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

RAYBON ENGINEERING PA Commercial Properties, Inc.
Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
SUBCATCHi,iENT 3
ACRES CN
.36 98 Green Area SCS TR-20 METHOD
TYPE III 24-HOUR
RAINFALL= 6.7 IN
PEAK= 2.2 CFS.@
VOLUME= .15 AF
SPAN= 10-20 HRS,
12.02 HRS
dt=.1 HRS
Method Comment TC (min)
CURVE NUMBER (LAG) METHOD Segment ID: 5.3
L=175' s=.005 '/'
SUBCATCJU✓IENT 3
HOUR
10.00
11.00
12.00
13.00
14.00
.1.5.00
16.00
17.00
18.00
19.00
20.00
SUBCATCHi-1ENT J RUNOFF
GREA= 3,6 AC
1.8
Tc= 5.3 MIN
1.6
CN= 98
p
I . 4
�i
1
' SCS TR-2e1 PIETHOD
.2
TYPE III 24-HDUR
RPIMFALL= 6.7 IN
0
8
i
6
PEAK= 2.2 CFS
4
I (? .i.2..02 HRS
U0LUi'1E= .15 AF
2
U . Dm
ni n
<r rn ko r` m rn (D
TI1"'E CI-ioL-a)
RUNOFF PEAK= 2.2 CFS @ 12.02 HOURS
0.00
.10
.20
.30
.40
.50
0
.70
00
0
.1
.1
.1
.1
.1,
.1
.1
.2
.2
.2
.2
.2
.2
.2
.3
.3
.4
.6
.9
1.2
2.2
1.7
1.0
.8
.6
.4
.3
.3
.2
.2
.2
.2
.2
.2
..2
.2
l
1
l
1
.1
.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Vol

RAYBON ENGINEERING PA Commercial Properties, Inc.
Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
SUBCATCHI iEN i 4
ACRES CN
.04 98 Loading Ramp
SCS TR-20 METHOD
TYPE III 24-HOUR
RAINFALL= 6.7 IN
PEAK= .2 CPS @ 11.97 HRS
VOLUME= .02 AF
SPAN= 10-20 HRS, dt=.1 HRS
Method Comment Tc (min)
CURVE NUMBER (LAG) METHOD Segment ID: .6
L=50' s=.05 '/'
SUBCATCHMENT d
HOUR
10.00
11.00
12.00
13.00
14.00
1-5.00
16.00
17.00
18.00
19.00
20.00
24r
.22
20
18
16
U 4
12
l0
O as
J s
t` 06
04
02 _
0 . BBC
SUBCATCHMENT 4 RUNOFF
AREA= .04 AC
Tc= .6 MIN
CN= 98
SCS 1-R-20 METHOD
TYPE III 24-HOUR
RAINFALL= 6.7 IN
PEAK= .2 CF5
2 11.97 HR5
Ul7LUME= .82 AF
N
TIi°IE (hours)
RUNOFF PEAK= .2 CPS @ 11.97 HOURS
0.00
.10
.20
30
.40
.50
60
.70
.80
.90
0.0
.0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
.1
.l
.1
.2
.2
.1
.1
.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 "'
0'.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
15

RAYBON ENGINEERING PA Commercial Properties, Inc.
Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
REACH 1
DEPTH
END
AREA
DISCH
(FT)
(SO
-FT)
(CFS)
0.0
0.0
0.0
3
.2
.4
.4
.3
.8
.9
.9
3.6
1.0
1.1
4.2
1.1
1.2
4.6
1.2
1.2
4.6
1.2
1.2
4.6
1.3
1.2
4.3
0 . 0
O
15"-PIPE
n= .012
LENGTH= 144 FT
SLOPE= .0038 FT/FT
REACH I DISCHARGE
Fax [phone]
STOR-IND METHOD
PEAK DEPTH= .64 FT
PEAK VELOCITY= 3.7 FPS
TRAVEL TIME = .7 MIN
Qin = 2.4 CFS @ 12.01 HRS
Qout= 2.3 CFS @ 12.03 HRS
ATTEN= 4 % LAG= .8 MIN
IN/OUT= .17 / .17 AF
SPAN= 10-20 HRS, dt=.l HRS
i5'' PIPE
n=.312 L=144' S=.U838
N N M
DISCHARGE (cT5)
M 7r I;T
ll�

Yn r i..:r: .�:. ..: .. .-..�..�-..�..--.w..-�......-. ..-..-.wn.no.+.ma�a�r.YR.w.•..w..+r•�....�-.m..�.-�.-..�..��. ..
RAYBON ENGINEERING PA Commercial Properties, Inc.
Stormtiaater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
REACH 1
2 . -1 I.
2.2
2.e
I.0
Lo
1.6
C' I . q
1.2
0 0
-i
t,_ 5
2
B.6HL
REACH 1 INFLOW & OUTFLOW
15'' PIPE
n=.012 L=144' S=.0038
STOR-IND METHOD
VELOCITY= 3.7 FPS
TRAVEL= .7 MIN
Oin= 2.4 CFS
Oout= 2.3 CFS
LAG= .8 MIN
N M G Ln ko N CO CP 0
N
TIME (I -,ours)
OUTFLOW PEAK- 2.3 CFS @ 12,03 HOURS
HOUR
0.00
.10 .20
.30
40
.50
.60
70
.80
0
10.00
.1
.2
l
.2
.1
.2
2
.2
.2
2'
11.00
.2
.2
.2
.3
:3
.3
.5
.7
.9
1.3
12.00
2.3
2.0 1.1
.9
.6
.4
.3
.3
.3
.2
13.00
.2
.2
.2
.2
.2
.2
.2
.2
.1
.1
14.00
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
15.00
.1
.1
.1
.1
.1
.1
.3.
.1
.1
].
16.00
.1
.1
.l
.1
.1
.1
.1
.1
.1
.1
17.00
.1
.1
.l
.1
.1
.1
0.0
0.0
0.0
0.0
18.00
0.0
0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
19.00
0.0
0.0 0.0
0.0
0.0
0.0
0.0
0.0
0:0
0.0
20.00
0.0
11

RAYBON ENGINEERING PA
Civil -Environmental -Marine
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561
REACH 2
DEPTH
END
AREA
DISCH
(FT)
(SO
-FT)
(CFS)
0.0
0.0
0.0
.1
.1
.1
.3
.2
.3
.4
.3
.7
.9
.9
3.0
1.0
1.1
3.5
1.1
1.2
3.8
1.2
1.2
3.8
1.2
1.2
3.8
1.3
1.2
3.5
15" PIPE
n= .013
LENGTH= 100 FT
SLOPE= .003 FT/FT
Commercial Properties, Inc.
Stormwater Calculations
8-97 EJF
REACH 2 DISCHARGE
1.2
i 1
1.0
9
a .8
.7
_ 6
Ld 4 /
��� 4
L3
I
0 0'
[phone] . Pager 636-8566 Digital
Fax [phone]
STOR-IND METHOD'
PEAK DEPTH= .69 FT
PEAK VELOCITY= 3.1 FPS
TRAVEL TIME _ .5 MIN
Qin = 2.1 CFS @ 11.98 HRS
Qout= 2.1 CFS @ 11.98 HRS
ATTEN= 0 $.LAG= .4 MIN
IN/OUT= .15 / .15 AF
SPAN= 10-20 HRS, dt=.1 HRS
i5" FIFE
n=.013 L=iOO' 3=.003
l➢ N V lD N m N V o co m N V U0 N m N V to CO
m ____ N N N N N r' 7 M M M r'-1
DISCHARGE (cfs).

RAYBON ENGINEERING PA Commercial Properties, Inc.
Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
REACH 2
HOUR
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
Fax [phone]
2.0
1.8
6-
1
1.4
1.2
I.R
3 0
Q V
L 6
.4
2
0.0m
REACH 2 INFLOW a OUTFLOW
15'' PIPE
n=.013 L=100' S=.003
STOR-IND METHOD
VELOCITY= 3.1 FPS
TRAVEL= .5 HIN
TIME (hours)
Oin= -4.1 CFS
Dout= 2.1 CFS
LAG= .4 MIN
OUTFLOW PEAK= 2.1 CFS @ 11.98 HOURS
0 00
i0
20
30
.40
50""`
.60
70
.80
.90
.1
.l
.1
.1
.1
.1
.1
.2
.2
.2
.2
.2
.2
.2
.3
.3
.5
.7
.9
1.6
2.1
1.1
.7
.7
.4
.3
.2
.2
.2
.2
.2
.2
.2
.1
.1
.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0

Commercial Properties, Inc.
RAYBON ENGINEERING PA Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
REACH 3
DEPTH
END
AREA
DISCH
(FT)
(SO
-FT)
(CFS)
0.0
0.0
0.0
.1
0.0
0.0
.2
.1
.2
.3
.2
.4
.7
.6
1.6
.8
.!
1.9
.9
.7
2.1
1.0
.8
2.1
1.0
8
2.0
cv_
CL
w
0
12" PIPE
n= .013
LENGTH= 20 FT
SLOPE= .003 FT/FT
REACH 3 DISCHARGE
DISCHARGE (cfs)
STOR-IND METHOD
PEAK DEPTH= .24 FT
PEAK VELOCITY= 1.7 FPS
TRAVEL TIME = .2 MIN
Qin.= .2 CFS @ 11.97 HRS
Qout= .3 CFS @ 11.98 HRS
ATTEN= 0 °s LAG= 2 MIN
IN/OUT= .02 / .02 AF
SPAN= 10-20 HRS, dt=.l HRS
4A

Commercial Properties, Inc.
RAYBON ENGINEERING PA Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
REACH 3
.24F
P 2
18
LO 6
y._.. . 19
u
12
3 .10
of 08
UA
02
© CJ Om
REACH 3 Ii�FLOW 3 OUTFLOW
12" PIPE
n=.Bi3 L=20' 5=.003
5TOR-IND METHOD
VELOCITY= 1.7 FPS
TRAVEL= .2 MIN
0 i n= ''. 2 CFS
Qou+t .3 CF5
LAG= .2 MIN
- N r'7 tt Lrl iD f\ 07 C"li m
TIME (hours)
OUTFLOW PEAK= .3 CFS @ 11.98 HOURS
HOUR
0.00
.10
.20
.30
.40
.50
.60
.70
.80
'90
10.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
11.00
0.0
0.0
0.0
0.0
0.0
0.0
.1
.1
.1
.2
12.00
.2
.1
.1
.1
0.0
0.0
0.0
0.0
0.0
0.0
13.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
14.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
15.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
010
16.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
17.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
18.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
19.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
20.00
0.0
rn

Commercial Prorties,
RAYBON ENGINEERING PA Stormwater CalcculationsInc.
Civil -Environmental -Marine 8-97. EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
REACH 4
HOUR
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
REACH 4 INFLOW 8 OUTFLOW
3.2
3.0
2.8
2.6
2.4
2.2
n 2.0
1.6
1.6
� 1.4
O I.2
J 1 0
L- .8
6
.4
2
0 .0� - N M V L() UD r_ C) m 0
-- -- N
I5'' PIPE
n=.012 L=128' S=,0038
STOR-IND METHOD
VELOCITY= 3.9 FPS
TRAVEL= .6 MIN
Din= 3.3 CFS
Dout= 3.2 CFS
LAG= .4 MIN
TIME (hour5)
OUTFLOW PEAK= 3.2 CFS a 12.00 HOURS
0.00
10
20
30
40
0
60
70
80
0
.1
.2
.2
.2
.2
.2
.2
.2
.2
.2
.3
.3
.3
.3
.4
.5
.7
1.0
1.3
2.2
3.2
2.0
1.1
1.1
.6
.5
.4
.4
.3
.3
.3
.2
.2
.2
.2
.2
.2
.2
.2
.2
.2
,. ...,2
.2
..2
.2
l
l
l
1
1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
A17

ENGINEERING RAYBON ] 'ENGI'PA Commercial Properties, Inc.
A
Stormwater Calculations
Civil -Environmental -Marine 8-97 EJF
3609 Clarendon Blvd. POB 12034 New Bern, NC 28561 [phone] Pager 636-8566 Digital
Fax [phone]
REACIi 4
DEPTH
END
AREA
DISCH
(FT)
(SO
-FT)
(CPS)
0.0
0.0
0.0
.1
i
'I
.3
.2
.4
.4
.3
0
.9
.9
3.6
1.0
1.1
4.2
l.i
1.2
4.6
1.2
1.2
4.6
1.2
1.2
4.6
1.3
1.2
4.3
15" PIPE
n= .012
LENGTH= 128 FT
SLOPE= .00300- FT/FT
REACH 4 DISCHARGE
STOR-IND METHOD
PEAK DEPTH= .80 FT
PEAK VELOCITY= 3.9 FPS
TRAVEL TIME = .6 MIN
Qin = 3.3 CFS @ 11.99 HRS
Qout= 3.2 CFS @ 12.00 HRS
ATTEN= 2 % LAG= .4 MIN
IN/OUT= .22 / .22 AF
SPAN= 10-20 HRS, dt=.1 HRS
i5" FIFE
n=.OIL L-i26' 5=.0036
m Ln m U-) m
DISCHARGE (cfa)
LO m Ln
rr) V d
Z'5

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may Inlllale any land dlslurbing activity on one or more conliguous acres as covered by the Act
before Ilils form and an acceptable erosion and sedlmenlallon conlrolplan have been complofed and approved
by Itre Lend Dualily Socllon, N.C. Depadmenl of Natural Resources and Cornmunlly Dovelopmenl. (Please type
or print and, If quesilon Is not applicable, place N/A In Iho blank:)
Port A.
1. Pro)ed Name Commerri al Prop erti ps, Tnr _
2. Locklion of land dlslurbing activity: County Cravpn Clly
orTownshlp New Bern andNigtmay/Shoot Mrrarthv Rlvr1
9. Approxlrnale dale land.dislurbing acllvlly wlli be oommencod: 7/ 1 / 97 '
4. Purpose of dovalopmenl (residential, commercial, Industrial, oic.) : Commercial
G. Approximate acreage of land to be disturbed or uncovered : 1 . 3 Acres G. Has an erosion and sedimenlallon control plan be [tied ?Yes No X
7. Parson to conlacl should sediment control Issues arise during land-dislurbing activity.
Norne Brantley Tillman Tolopfrone (91 9) 872-5702
0. Landowner (s) of Record ( Use blank page to list addllional owners.):
Craft mans Drivp A'acnriatinn
Maine (s)
1648 N. Market Drive
Curronl Moiling Address
Raleigh, NC 27609
605 Transylvania Avenue
Curronl Slrool Address
Raleigh, NC 27609
City Slalo ZIP Clly Slalo, ZIP
B. Recorded In Dead Book No.
Por113,
Page
1. Person (s) or firms (s) who are financially responsible for Ihls land•dlslurbing octfvily (Use Iho blank page to list
eddlitonaf poisons or Ilrms):
Brantley Tillman
Name of Person (s)or Firm (s)
1100 T,nggpr Court, quite A103
Mailing Addrass Slrool Address
Ralai h, NC 27609 '
Clly Stole ZIP Clly
Telephone [phone] Telephone
61e1e ZIP
I In

2. (a) If the Financially Responsible Party Is a Corporation give name and drool address of the Registered
Agent.
Name
Malling Address
Cily Slate Zip
Ielephono
Street Address . ,
City
Telephone
Slate ZIP
(b) If the Flnanclatly Responsible Party Is a Partnership give Ilia name and street address of each General
Partner ( Use blank pago to list additional partners.):
C
Name
Mailing Address
Ylr gh
City State Zip
olaphone
Slrool Address.
Chy Stale Zip
T lephono
The above Informallon Is true and correct to fire best of my knowledge and belief and was provided by me
under oath. ( This form must be signed by the financially responsible person II an Individual or his altorney•In•
fact or If not on Individual by on officer, director, partner, or registered agent with ouihorily to execute Inslru-
menu for the finanaclally responsible person ). I agree to provide correcled Information should there be any
change In the Information rovlded he ein. r L h 'V( J�sdet c c--s
Brant- I Till man- ¢
Type or print name Title or Au horily
SlgnaIura nn Data
I, 11iP r i o rl C� r j5SO,22 , a Notary Public of the County of
Slate of North Carolina, horeby certily that �XO Jy� r I lm-n
nppoared porsonolly before me this day and being duly sworn ncknowledgod Ural Iho above form was.exe-
cuted by film.
Witness my hand and notarial seal, this day of 199
� 13T1_ 11
srd t4otary
My commission expires

DIVISION OF ENVIRONMENTAL MANAGEMENT RECE1VM
WASHING? N OFFICE
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
AUG 2 5 19W
I. GENERAL INFORMATION: D. En auk
11A
1.ProjectName: Commercial Properties Inc.N L
2. Project Location: (County, State Road, Address) New Bern, Craven County
Corner of McCarthy Blvd. & Wellons Blvd
3. Owner's Name: Brantley Tillman PhonW 9)872_5702
4.MailingAddress: 1100_Logger Court Suite A103
City Raleigh State NC Zip 27609
5. Application Date: Fee Submitted:$ -50.00/Land Qualit
uali
7. Nearest Receiving Stream: Jimmie Branch Class:
8. Project Description: To Construct Brick Sales Buildin j with
Sc.)Ar-K �0 z
rwaQ Su%n4rroy.K
'. Z Sal
I2. PERMIT INFORMATION
I SSU�A
1. Permit No. (will be completed by DEM) : S LA) 7q .7 O B Z 3 /2,16�9 %
2. Permit Type: X New Renewal
Modification (existing permit no.)
3. Project Type: Low Density X Detention
4
Infiltration _
Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
X Sed'at
Other
men /Erosion Control CAMA Major 404 Permit
III. PROJECT BUILT UPON AREA
Classification
Allowable Impervious
Total Project Area
Proposed Impervious
7; Impervious Area
Drainage Drainage
Basin Basin
Subwater Shed
40,946 Sq.Ft.
J-31 A ./57,063 Sq.Ft.
40,946 Sq.Ft.
71.76%
Breakdown of Impervious Areas
Buildings .29 Ac./12 632 Sq.Ft.
Roads
Parking 28,314 Sq.Ft./.65 Ac.
Other .37 A ,roan Area
Totals 57,063 Sq..Ft./ 1.31 Ac.
2L

IV. STORITWATER TREATMENT (Describe how runoff will be treated):
Retention Pond.
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
Protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they a:ill run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
' OWNER'S CERTICI�Ag�NY^ar111i Q 'ASS JUZ S
I. Brantley Till man �iL�nc+'l
certify that the
(Please print name clearly)
information included on this permit application form
be
is correct, that the project will
constructed 31h conformance with the approved plans,
be recorded with
that the deed restrictions will
all required permit conditions, and
the proposed project complies with the
that to the best of my knowledge,.
requirements
of 15A NCAC 211.3.000.
I authorize the below named person or firm
behalf.
submit stormwater plans on my
Owner Authorized 'Agent Signature and litic
Date
AUTHORIZED AGENT
Person or Firm Name: TJ VGA S�z �-
�Sc�•pC
Mailing Address: •,ten Z /¢Z
city. 'A X'✓ v
State_7.ip Z$s
Phone: -_ 655 - 3333
Please submit application, fee and plans to appropriate Regional office.
(see attached map)
„ 2�

Project Name: Commercial Properties, Inc.
Location: Corner of McCarthv Blvd.& Wellons Blvd.(Parcel 6) New Bern
Responsible Party: Design Development
Address: 1100 Logger Court, Suite A103
Raleigh, NC 27609
Phone Number: 919-878-3690
Project Number:
2066
I. Inspect monthly, or after every runoff producing rainfall event, whichever comes first
A. Remove debris from the trash rack.
B. Check and clear the orifice of any obstructions. If a pump is used as the
drawdown mechanism, check for pump operation.
C. Check the pond side slopes; remove trash, repair eroded areas before the nest
rainfall event.
D. If the pond is operated with a vegetated filter, check the filter for sediment
accumulation, erosion and proper operation of the flow spreader mechanism,
Repair as necessary.
II. .Quarterly
A. Inspect the collection system (i.e., catch basins, piping , grassed swales) for
proper functioning. Clear accumulated trash from basin grates, and basin
bottoms, and check piping for obstructions.
B. Pond inlet pipes will be checked for undercutting, riprap will be replaced, and
broken pipes will be repaired.
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice
a year as necessary. Eroded areas will be repaired immediately.
10

POND MAINTENANCE REQUIREMENTS
PAGE NO. 2
PROJECT No. 2066
Ill. Every Six (6) Months
A. Remove accumulated sediment from the bottom of the outlet structure.
B. Check the pond depth at various points in the pond.. If depth is reduced to 75%
of original design depth, sediment will be removed to at least original design
depth.
IV. General
A. Mowing of the side slopes will be accomplished according to the season.
Maximum grass height will be 6".
B. Cattails, and other indigenous wetland plants, are encouraged along the pond
perimeter, however, they must be removed when they cover the entire surface
area of the pond.
C. The orifice is designed to draw down the pond in two to five days. If
drawdown is not accomplished in that time, the system may be clogged. The
source of the clogging must be found and eliminated.
D. All components of the detention pond will be kept in good working order.
V. Special Requirements
2q

POND MAINTENANCE REQUIREMENTS
PAGE NO.3
PROJECT NO. 2066 1� 1
1, 03�wAie'j \'k I V-'4,1ereby acknowledge that I am the financially responsible
party for maintenance of the detention pond. I will perform the maintenance as outlined
above, as part of the Certifi ion of Compliance with Stormwater Regulations received
for this projec
Signature: Date: (3 57
1, U QJZio 4 A. Cr1SI, r , a Notary Public for the State of jd . C. ,
County of 10> kk , do hereby certify that ly (i Il mc n
personally appeared before me this ( 3 day of 1 19'.77 and acknowledge
the due execution of the foregoing instrument. Witne s my hand and seat.
(Notary Public) (seal)
My Commission Expires U- 16. 9y
0

1-,
Sl "pool Rei araold for:
Ragsdale, Liggett & Poicy, P.L.1..C,
2840 Plaza place, sulte 400
Raleigh, North COW11111 27612
NOk'FH CAAMINA
CRAVEN txUl:7'y
PRAXNAGE EA- lEN'r
This Drainage Easement ("$asemcnt") is entered into this the
("GT3l(t IC G wI + rC a North Carolina cwpor[ tfon, form known as dCal �IJGy'R 997nyyIarnd
("Grantee") and CRAFTSDtA,N 6RrVE ASSOCIA'CES, a I,on6 Ca 5 CA] general partnership
f'• Grantor is the Of a certain teact or parcel of land abnturg R'zliors Boulevard aqd
drscribed in a deed recorded n Bask 1368, Page 805, Craven County Registry ("Grar;tor's Property'),
B. Cranrjh Is the ooner d, of a certain tray or parcel of land located on the corner of dfons
Boulevard and McCerthy Boulevard, con(igaouc to the G;ar1Wr'a Proper y, and shown as Parcel 6 on a
Plat of d jr, B recorded in Plat Cabinet G, Slide y27C.
RP GYaven Coutlty Regstry and dasuibed in a deed
recorded in Book 1559, Page 448, Ctavea County Registry ('Greet""'" Propetty "),
h c.
by virtue olit k. tooaph 5 (p blot certain ogre ten! dated Decen_ber 9, 1996, ber "o Joe
cok^- and 6
5 Fdusa, Bettie R, Alooke (p;edecessor•ir,-tick to Grantee), f ;a +c a
in ook Page 599, Craven Count • Re ictry �s,;
a 8 - , Gtantor granted to tl•:e-bt>, �S t a6d
option to Pt!rc lase from Cranto: an easement for located on the Granter's pro Purposes of utlllzing a storm ater r tent!ott OPi'ton •4a CUran�ce. Ny' 16oxe �eihs ih��lsi� docurne�a io assign chat
D. Grantee desires e clse ssut!h �ptl aid b acyuirC from Grentcr the "for:said
easement rights, ul iR accordance with the the terms and toad done set Fonit herein.
Now, THRREPORE, In consideration of the sum of Five ?housarul Dol!ats (55,000) hi hand
p2id by Grantee to Grantor, the recelpt of which le hereby ive T11 led
conveys, assigns aad tramtera unto Greatce, Its pair,8a7, Grantor h, b
easement to disoharge surface water, stems water, • ' rl ��� the Grantee's Property into and onto that ors± a�n as INC sot a nr a perpcn.r right and
P oe o, the Grantor's Properly dew rtbed o FxbibitoA
attached hereto and lrco posted herein by reference (the "Drainage Arta"), toget;,jcr w1th
perpetual right to construct, maintain and repair wlEWn the Drainage Area a sfo rn water dztenuo❑Pond
and ancillary slrt3 lures necessary to control and rrain:sia the drainage raeilirles located thereon, al p (u)
tY�o right to enter upon the !Ends upon whtc}t Ole Drainage Area la local for tl;t aforesaid p n L-2es.
TG HAVE A.N'D TO HOLD the afoteaaid exstoent and appurtecuncer rercunto belonging to
the- rGrant\ee,, is hairs, succcesso:e and `assigns foreve ,
4-r.r, '�r.G eve At bvl oh+U �In ��tat 't ire
+JY4th0.st. Area I.s r, ' aui�`
!f/9i9hi Adprotl,i l /•� , ,Cien' v ize+C Sevve-
�,l9ye TO Gxy-q '�ect5 Dhp pC.Y I �' Y GIJ f "1'QC10 'f'•On
dcir.hF'tnr pond le, IIr{ 'ja onto mQuil+u rho
.•, +1,c C,ven+ l� doe5 ityran%r 54w1�`�
M

Jot �, Rleo45e arch �af��t R. Rleoke ain n li,e e,ccc+ion
+�{ hereof der �hc aurposcs 5iaied above—
1 +n" easet,cnts heron granted shall run w[(h and burden the Grantor's P(ope((
brnefi[ lane Or>ntov's Propem. y &ad run with sad
IN �VI.1' A,rS5 Jtten. kHERE,jP,
here first abAv; wrrite Granmr has etod x�cuthis Ea=m;da
t u!r seal as of the day in
(C09•orme seal)
. rea),
NORTH CAROLINA, CRAVEN COUNTY
my ccv�f�sr on
C.O.W., Inc., s North Carolln4 Col)ordlon
(formerly d Inc')
40,Lsra ai M,
Pros dent
caY��t2 ?..:.r...._.........
.5Ear)
ao _
I, ucof-1l �' Lit-4k0
County aforesaid, do -hereby certify that _ a Nota-7 Public to and for the State slid
this day and acknowledge that CS he If Y "A' uu' Rt- Personapy tune before me
wmora(ion, and that by authority, dQy given b a t of r a corpory Of 0 W-' the foregoing,aMaiw;=li,,t
was signed in its Sec,
by its �� PrasideM, sea.ed •x'ith its co rate seal aril aUescCd b h'
as its Secretary, �o y him/her
1997; . Witness my hand and offic;al s(arnp or ;eat, (his �day of ' -
_
Notary Public � "t'� "'�-'^ -•..,_._._
Giplrw I� ab UJ
ITAT8 OF NORTH CAROLINA
COZ"Y OF CRAVEN •
PllblI said j _
that o in and for said Catr.ty an3� aia SCate,` do hereb aN4C�t'y
that `y7Q' p 4ZF E T Y certify
appeared before of thie day and ac ncwledgpd the due execution of
personally
the Foregoing instrument.
JulyWZ7'N} s
ESS my nd and nc•tarial seal, this the p�� ay of
, 997,
r5te~� Pub.ic._ �' aofL�
bly Comrni.asion expires,
1l� eruy7R 1 Me1ot).�
v a/D)

EXHIBIT A TO EASEMENT AGREEMENT
The Drainage Area is defined as that portion of the Grantor's Property 70 feet in width
along the southwestern property line of the Grantor's Property and within the CP&L overhead
transmission line easement, and having a description as follows:
BEGINNING at a point in the southeastern right-of-way line of Wellons Boulevard, which point
is also the northern corner of the Grantee's Property as shown on a plat recorded in Plat Cabinet G. Slido
27C, Craven County Registry, thence for a first call along and with the southeastern right of way line
of Wellons Boulevard North 40c 19' 340 East 70.31 feet to a point, thence leaving the southeaslern right-
of-way line of Weilons Boulevard South 55o 2' 310 East 204.55 fo¢ to a point in the sot!ftiistem
property line of the Grantor's Property; thence alons and with the southeastern property line of the
Grantor's Property South 70o 1' 33" Wst 85.53 feet to an existing iron pin In the northeastern property
line of the Grantee's Property; thence along and with the northeastern property line of the Grantee's
Property North 550 2' 31" West 161.99 feet to the point and place of beginning, and being approxuttately
.29 acres.
T�
w, ODC85R 1 FlM1C61.1
7/:9/97 4,11Ft
�i3

f /4�PFXI
l
FVTURC DEVEC�PMENT ` ,'/
l2
/� LIfi1L 17.1 N
C-O3 7F3. Os
i * C-02 x DO'
� C-03 I2y213. Qo
t-OS 1 In OD'
.,/ C-05 a.J9. OU
C-07 &30-OT
C-Da a= Door
W
/
FL3)URE DEVELOPMENT
LEWTK
Ufi041
CWDRO
OCARIYC
MIA
1". 25'
ai a2'
336. 06'
q13"1P53-E
10'3C 412,
61.3T
30. 70
51. 36
1a5'4Y00-F
cm, Wa0-
3. W
I- 5d
3. 12'
Q3' 3a' 23"E
00' w 43'
41. vi,
a7.I8r
waa'
1p5"51'22'E
04'35'Ir
23. 23'
ai 65"
23. 23'
S31" 47, wv
' ov W oar
t6. 11'
33. Oa"
61L 1 i
S35" r7' O0-a
Oa- 34' 00
150. 10
712t'
111 9a'
W- 31' 5t-a
10'71, a!
144.64'
7L 54'
1:.. as
M7 1+' 5),c
70't1" 42-
6176'
31. 90"
Lx 75'
105'47'O0-E
04'31'00
%PLC asro`
}
}
1
1
t �
57oro3
11" Rr
_ — 2014
-r LL
OWNtR / OEVELOPEf'.:
Now a FOR1t£RLY \ LEGEND
C. G. A. , INC.
11f711Rf \_ R/37 . RNMY OF WAY P,O. BD# IDIS
MCCARRIY SWIM \ \ ��77•• � CEti7£R>,Iti ltdraheod C3 ty, Nor Lb Carol In
Plot Cob. F. SiiAt "m \ \ I• [phone]
ZONED C-3 \ \ N81 - dIN13AM 6VILDING LIRE
//\\
� POSTAL E7ti7Y9kA716f15
8EMCH"ARXENGINEER / SURVE)tOR:
ROBEiiT Y. C111 LE5, P. E.
'��� �•'\ \ Engl veers and CansuJtQwAo
Nsw Bert. Nord. Carolina 2!
_ \ \ (919). 637-4702

?Jr F
z0S.SS.