SW8960818_Historical File_20121204

Lewis,Unda
From: Phil Bevilacqua [[e-mail]]
Sent: Thursday, November 15, 2012 8:21 AM
To: Lewis, Linda
CC- Dave Mayes; Carl Farmer
Subject: RE: Jungle Rapids SW8 960818
Attachments: Brenda Drive New Data Whole Pond (1).pdf; Jungle Rapids Flow Length.xls; Jungle Rapids
Particulate Removal.xls
Linda,
Thanks for the follow up. I looked at the flow path issue and did some calculations. Attached is a new view of the whole
pond showing average flow paths for the current and proposed conditions, calculations for the weighted average length
to width ratio, and calculations for particulate removal.
The length to width ratios are 2.1 for the existing pond and 1.7 for the proposed outlet re -location. Both of these meet
the minimum ratio of 1.5, but just to be thorough I checked to see if there was a significant decrease in theoretical
removal. I used the dynamic removal equation and typical urban runoff particulate settling velocities from the Driscoll
report. The report does not specifically mention L/W ratio, but uses an imperical geometry factor "n" as derived by Fair
and Geyer. I assume the state is using the L/W ratio for n, since n = 3 is reported to be "good" pond geometry in the
report.
The theoretical removal for the existing pond using n = 2.1 is 93%. For the proposed outlet re -location using n = 1.7 the
removal decreases slightly to 92%. This pond has a very low overflow velocity, so small changes in the geometry do not
have much impact on the removal rate. Even the worst case scenario of n = 1, where the condition becomes dynamic
settling under turbulent flow, the removal is 90%. Nearly ideal ponds (n = 100) would only reach 95%.
Please let me know if you need further information or would like hard copies of this information.
Phil Bevilacqua, Jr., PE
Project Enginppr
City of Wilmington, Engineering Division
414 Chestnut St, Suite 200
PO Box 1810
Wilmington, NC 28401-1810
Ph: 910.341.7808 1 Fx: 910.341.5881
[e-mail]
www.wilminstonnc.eov
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From: Lewis,Linda rmailto:linda.lewiscancdenr.gov]
Sent: Tuesday, November 13, 2012 3:46 PM
To: Phil Bevilacqua
Subject: Jungle Rapids SW8 960818
Hey Phil. 1 was;ust wondering if you had gotten around to those new LM pond calculations that I had
requested a few weeks back. Keep in mind that the overall minimum pond LM requirement is 1.5:1, but that
the minimum flow path length is recommended at 3:1 and must be maximized to prevent short-circuiting of the
pond. This is all based on Driscoll's model which requires a specific depth and flow path length to achieve the
target TSS removal efficiency.
Thanks.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

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Surface Area, A:
Storage Volume, V:
Draw Down Time, t:
Overflow Rate, CIA
Dynamic Removal, W
Existing Pond
n:
Size Fraction
1
2
3
4
5
Jungle Rapids Pond
Dynamic Particulate Removal
43,650 sf
70,544 cf
257,815 s
0.023 Q/A (ft/hr) = V * 3600 / t * A
varies R = 1 - [l + v,* A / n * Q]'°
2.1 composite IJW
As reported in Driscoll
% of Particle Mass
Settling Velocity, v„ (ftlhr)
Removal
0-20
0.03
64%
20-40
0.3
98%
40-60
1.5
100%
60-80
7
100%
80-100
65
100%
Avera a Removal:
93%
Proposed Outlet Relocation
n: 1.7 composite LAN
Size Fraction
1
2
3
4
5
Good Condition
n:
Size Fraction
1
2
3
4
5
Very Good Condition
n
% of Particle Mass
Settling Velocity, v„ (ft/hr)
Removal
0-20
0.03
63%
20-40
0.3
98%
40-60
1.5
100%
60-80
7
100%
80-100
65
100%
Av ra a Removal:
92%
3 composite UV1/
% of Particle Mass
Settling Velocity, v„ (fUhr)
Removal
0-20
0.03
67%
2040
0.3
99%
40-60
1.5
100%
60-80
7
1 nn%
80-100
65
100%
Avera a Removal:
93%
100 composite 11W
Size Fraction
% of Particle Mass
Settling Velocity, v„ (ft/hr)
Removal
1
0-20
0.03
73%
2
20-40
0.3
100%
3
40-60
1.5
100%
4
60-80
7
100%
5
80-100
65
100%
AverAveraae Removal:
95%
Worst Case Condition
(perfect mix - turbulent flow)
R = 1 - 1l(1 + v$ * A / Q)
Size Fraction
% of Particle Mass
Settling Velocity, v■, (ft/hr)
Removal
1
0-20
0.03
57%
2
20-40
0.3
93%
3
40-60
1.5
99%
4
60-80
7
100%
5
80-100
65
100%
Average Removal:
90%

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, October 23, 2012 4:19 PM
To: 'Phil Bevilacqua'
Subject: FW: Jungle Rapids Addinfo comments SW8 960818
We have a problem. Now that I have plans that I can actually read, I see that the new outlet structure has been
relocated to a corner of the existing pond. Part of the reason the outlet was located in the middle of the L-
shaped pond is because of the dual forebays. The runoff entering each forebay needs to receive adequate
treatment in the pond before being discharged. By moving the outlet to the corner, you've cut the flowpath from
260' down to 160' for the runoff entering via Forebay #2. This forebay receives the majority of the onsite runoff
and offsite runoff. Baffles must be added in the pond to maintain the same flowpath length.
Also, the numbers on the application you emailed to me on September 10, 2012, still don't add up to the total
you show. Please fix this as indicated in my email of Sept. 11, 2012.
Please provide the requested information by November 23, 2012. Thanks.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Lewis,Linda
Sent: Tuesday, September 11, 2012 9:05 AM
To: 'Phil Bevilacqua'
Subject: RE: Jungle Rapids Addinfo comments SW8 960818
I don't mind the rounding, but the rounded numbers need to add up.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Phil Bevilacqua rmailto:Phil. Bevilacaua wilmingtonnc.govl
Sent: Tuesday, September 11, 2012 8:49 AM
To: Lewis,Linda
Subject: RE: Jungle Rapids Addinfo comments SW8 960818

'No problemo. I think 3 sig figs is appropriate but will change if you prefer. I will print plan sets and drop off. We are
going to ask Sterling to provide authorization letter. Thanks.
Phil Bevilacqua, Jr., PE
Project Engineer
City of Wilmington, Engineering Division
414 Chestnut St, Suite 200
PO Box 1810
Wilmington, NC 28401-1810
Ph: 910.341.7808 1 Fx: 910.341.5881
Phil. [e-mail]
www.wilmin tonnc.gov
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correspondence to and from this aoci•t�ss is • 601ed "n Ine iw _- A
From: Lewis,Linda fmailto:linda.lewis(dncdenr.gov]
Sent: Monday, September 10, 2012 3:17 PM
To: Phil Bevilacqua
Subject: RE: Jungle Rapids Addinfo comments SW8 960818
Thanks Phil:
Note that the total BUA of 831,000 is 500 sf more than what the actual numbers total up to. Please either
report the correct total or add 500 square feet to the "Future" allocation to make it 121400.
Also, I will need 2 copies of the revised plan sheets standard size, please. I cannot print to anything other than
8.5 x11.
The project name to report on the application is just Jungle Rapids. This is a modification to deal with the
permitting of changes to the Jungle Rapids pond due to drainage improvements on Brenda Drive, but will not
permit the Brenda Drive project. The reason for the modification should be explained in the project narrative.
I know it's a bit late, but are you authorized to sign permit applications on behalf of the City? Usually, the City
Manager would sign off, but I can accept your signature with a letter of authorization from the City Manager.
For obvious reasons, the Division has to be assured that the person signing the application is authorized to do
SO.
Thanks.

Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Phil Bevilacqua [mailto:Phil. Bevilacqua(&wilmingtonnc.govl
Sent: Monday, September 10, 2012 2:36 PM
To: Lewis,Linda
Cc: [e-mail]
Subject: RE: Jungle Rapids Addinfo comments SW8 960818
Linda,
In reply to your comments of September 6, 2012:
1. 215,000 sf of existing BUA has been distributed to the appropriate categories on the permit application. See pg. 4 of
the attached application.
2. Future BUA allocation has been updated on the permit. See pg. 4 of the attached application.
3. The pond will remain under ownership of Jungle Rapids and Robert Rippy. I filled out the application with the City as
the "project owner" only because we are modifying the pond as part of the proposed Brenda Drive public drainage
improvements.
4. A drainage area map is attached showing on -site and off -site drainage.
5. Revised plan and detail sheets are attached showing permanent and temporary pool elevations of 16.3' and 17.8',
respectively.
Let me know if you need any further information. I can provide hard copies of any of the attached maps in full (22" x
34") or half (11" x 17") size at your request. Thanks for your help.
Phil Bevilacqua, Jr., PE
Project Engineer
City of Wilmington, Engineering Division
414 Chestnut St, Suite 200
PO Box 1810
Wilmington, NC 28401-1810
Ph: 910.341.7808 1 Fx: 910.341.5881
[e-mail]
www.wilminatonnc.sov
�i�i
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From: Lewis,Linda[mailto:linda.lewiscancdenr.govl
Sent: Thursday, September 06, 2012 5:36 PM
To: Phil Bevilacqua
Subject: Jungle Rapids Addinfo comments SW8 960818
Phil -
My review comments are attached. I will create the referenced BUA breakdown spreadsheet and email that
separately in a few minutes.
Linda

-vT%%CITY�OL�FV�/[� o \ �1 1 10
\V•fj`v/I/ Nc NORTH CAROLINA
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: Jungle Rapids Stormwater Permit Modification SW8 960818
Dear Ms. Lewis,
Public Services
Engineering
P.O. Box 1810
414 Chestnut St, Suite 200
Wilmington, NC 28402-1810
910 341-7807
910 341-5881 fax
wilmingtonnc.gov
Dial 711 TTY/Voice
September 11, 2012
The City Engineering Division prepared a state stormwater permit application to
modify the outlet structure of the Jungle Rapids pond as part of the proposed Brenda
Drive Drainage Improvements.
The Jungle Rapids pond, as originally designed and built, was not provided with an
adequate outlet. Because of this, it does not drain properly and contributes to flooding
in the vicinity. The proposed improvements will provide an adequate outlet for the pond,
along with additional drainage capacity to mitigate flooding in the adjacent
neighbor hove.
Philip Bevilacqua, Jr., P.E., the Engineering Division's Project Engineer designing
the improvements, is authorized to apply for the state stormwater permit on the City's
behalf for this project.
Thank you for your assistance with this matter. Please contact the City
Engineer, David Cowell, P.E., at [phone] if there are any questions.
Sincerely,
Sterli g Cheatham
City Manager
cc: David E. Cowell, PE
City Engineer SEP 13 2012
BY:

RIA
CCDEENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
September 6, 2012
Robert S. Rippy
5320 Oleander Drive
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 960818 Modification
Jungle Rapids
New Hanover County
Dear Mr. Rippy:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater
Management Permit Application for Jungle Rapids on July 30, 2012. The modification
appears to add the drainage area and built -upon area from an offsite project permitted
under SW8 920404 to the previously permitted drainage area and built -upon area. The
runoff from the SW8 920404 wet pond discharges into the shared property line ditch.
This shared ditch is also used to collect runoff from the Jungle Rapids site and is
directed into the Jungle Rapids pond. The pond is being reevaluated for compliance due
to the increased drainage area and built -upon area associated with the SW8 920404
offsite project. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the
stormwater review:
Please distribute the 215,000 sf of existing BUA to the boxes for Building,
Parking and Other on the application. The "Existing" BUA box is generally
reserved to document pre-1988 BUA that is being treated in 'a BMP or accounted
for on a low density project. It is not intended to be used to document the "as -
built" amount of BUA that was previously permitted. See the attached BUA
breakdown chart for assistance.
2. Please note that the Future BUA allocation is no longer 300,000 square feet. Two
separate plan revisions that were approved in 2001 and 2008, used up 179,186
sf (4.11 acres) of that 300,000 sf for additional parking. The current future
amount available is 2.78 acres (6.89—4.11), and the current parking amount is
6.98 acres (2.87+4.11). In order to permit 6.89 acres of future BUA, the
previously permitted plan revisions must be rescinded. But, they can only be
rescinded if the parking areas approved under those plan revisions have not
been constructed or are no longer necessary.
3. Please verify that this pond is still under your ownership, and not the City. The
modified permit will be issued to you, not to the City. The City can be responsible
for -making the permitted changes to the outlet structure, but the permit approving
those changes will be issued to you.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance:1-877-623-6748
Internet www.ncwaterqualfty.org
oe
NCaroliina
wvsas iiii f/
An Fnnal 0nnnrh mity % Affirmative Adinn Fmnlnver

Mr. Rippy
September 6, 2012
Stormwater Application No. SW8 960818 (Mod)
4. Please provide a new drainage area map which delineates the entire 26.6 acre
drainage area to this pond. The map is part of the permit documents and should
clearly identify the existing onsite drainage area and the added offsite drainage
area. I already have a map of the 8.2 acre Oleander Drive offsite area, but you
should note this on the new map.
5. The supplement and calculations do not agree with the information shown on the
outlet structure plan details. The calculations and supplement both use a
permanent pool elevation of 16.3 and a temporary pool elevation of 17.8, but the
details for the pond's new outlet structure indicate a permanent pool elevation
and a temporary pool that are each 0.2 feet lower. Please revise the plan details
to reflect the 16.3 and 17.8 elevations because the SA/DA ratio was based on a
6.3 foot design depth.
Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms and make changes as needed
to ensure consistency with the numbers.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to October 6,
2012, or the application will be returned as incomplete. The return of a project will
necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at linda.lewista'-_ncdenr.,gov.
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: S:1WQS1Stormwater\Permits & Projects119961960818 HD12012 09 addinfo 960818
cc: Phil Bevilacqua, P.E., City of Wilmington
Wilmington Regional Office Stormwater File
Page 2 of 2

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Lewis,Linda
From: Lewis, Linda
Sent: Thursday, September 06, 2012 5:36 PM
To: Phil Bevilacqua
Subject: Jungle Rapids Addinfo comments SW8 960818
Attachments: 2012 09 addinfo 960818.pdf
17l"
My review comments are attached. I will create the referenced BUA breakdown spreadsheet and email that
separately in a few minutes.
Linda

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, September 06, 2012 5:57 PM
To: Phil Bevilacqua
Subject: 2012 09 BUA Breakdown 960818.xis
Attachments: 2012 09 BUA Breakdown 960818.pdf
Let me know if you can read this.
Linda

NCDENR - SA Waters Map - Wilmington Region Page 1 of 1
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NC Department of Environment and Na oral Resources
................................................................................................................................................................................................................................................
Water Quality- SA Waters Map - Wilmington Region
Back to Stormwater Permitting
DWQ Classified Waters in the Wilmington Region
Enter Address' .5320 Oleander Drive, Wilmington Find Address Reset
Latitude (decimal degrees, N): , Longitude (decimal degrees, W): Find location
Need to convert degrees, minutes, seconds to decimal format?
Or, just enter coordinates in the 'ADDRESS' field like this: (deg min sec) (-deg min sec), and then click'Find Address'.
Need help with this map? Contact Bethany Georgoulias at [phone] or bethany,georgoulias®ncdenf,,gov
Click on the map to see waterbody information. "*IMPORTANT**Areas where half -mile distance around SA waters
apply may not always be accurately shown here and will require verification in the field.
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Note•. ModOled 2070_refemnce_date. to oenaet display problems for some amas (91212011).
H.C. Departwent of rn9ironmentand NavralResewces
1601 Mail Senvlos center, Raleigh, NC 27699-1601
I*adgrrarters Xm4rvrmeat and Nataraf Resources building): 217 W. Jones St AM
Archddc Sliding: 512 N. Selistrury St. ROM
Taff Free: [phone]
http://portal.ncdenr.org/group/wq/spu-internal-guidance/sa-waters-map 9/5/2012

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Completeness Review Checklist
r+. Project Name: C&EE&L paCJS Received Date: 10 i a
SProject Location: 3LM Accepted Date: ►►
Rule(s)�Z-jp..Ow 08 Co tal 1995 Coastal Phase II (WiRO) Universal 1988 Coastal
a Type of Permit: New or (Mo or PR Existing Permit# Mo or PR): CJ (008 �PE Cert on File?
`- Density: I HD or LD Type: C mme ` ial or Res!
%:(3'o 00) Stream Class:
r Subdivided?: Subdivision or Si le L
tin
Paperwork Emailed Engi
3Supplement(s) (1 original per BMP) to BMP Type(s):
❑O&M with correct/original signatures (1 original per BMP el
C�CawEi?
Application with correct/original signature
OCorp or LLC: Sig. Auth. oer SoS or�Ieer
[DOOS (within 6mo)
❑Soils Report with SHWT
Calculations (signed/sealed)
®No obvious errors
�nsity includes common areas, etc
Restrictions, if subdivided:
& Notarized
Plans
®2 Sets
P—I,. __
"U auing
Vicinity Map
®Legend
Infiltration
Soils Report
SHWT:
Bottom:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
CG:
Offsite to SW8
er on:
�D O�ill,t A6 Q
pt LS/VFS and swa es) �tt) ,CkYOL,
Note to Review7Sr:
- T1 0 I:5 d 1 ISL
3R�W-r
®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No wetlands
Layout (proposed BUA dimensions)
®DA Maps ®Project Boundaries
Wet Pond
Offsite
Soils Report
MPE Cert for Master
SHWT:
®Deed Rest for Master
PP:
BUA Permitted (Master):
BUA Proposed (Offsite):
Proposed:
Proposed:
wo
StZ 4AS
Lot M
MLot # Matches Master
Prannsed:
sf
sf

Jungle Rapids Wet Pond Modification
1. Existing Conditions: The existing wet retention pond and site conditions are as described in
the previous narrative by Jaman Vithalan dated 6/17/1999. Modifications are currently proposed
as described herein.
2. _Project Description: The City of Wilmington is undertaking a drainage improvement project
in the vicinity of Jungle Rapids. Currently, the pond discharges to an 18" reinforce concrete pipe
that is partially blocked. Even if this pipe was clear, it would be inadequate for the flow of the
City 10-yr design storm event. The pond is currently overflowing frequently and discharging to
the northeast, adding to flooding problems of a nearby low-lying area. As part of the City
drainage project, we propose to create a new outlet for the wet pond so it will function as
designed. In addition, we are providing updated calculations and new proposed outlet structure
elevations to account for 65,129 sf of additional offsite impervious area identified by DWQ.

City of Wilmington
Engineering Division
WET DETENTION BASIN SUPPLEMENT
Project Name: Jungle Rapids Modification Proj No:
Contact Person: IPW Bevilacqua, Jr., PE Phone: (91(
..........
For projects with multiple basins, specify which basin this worksheet applies to:
Drainage Area, DA = 26.60,ac 765,349 sf original imp area
Impervious Area = 19.07 ac 65,129 sf new offsite imp
Pervious Area = 7.530 ac
% Impervious, 1 = 71.69 %
Storage Volume Required (Simple Method):
Design Rainfall Depth, D =
Normal Pool Elevation (total) =
Bank Elevation =
State Storage Pool Elevation =
Runoff Volume, Rv =
Required Storage Volume =
Provided Storage Volume =
Required Surface Area:
Average Depth, Davg =
Low
High
Low
High
Required Surface Area
Provided Surface Area =
Drawdown Orifice:
Avg. Head =
Drawdown Time =
Internal Diameter =
Internal Diameter =
Drawdown Time =
Internal Diameter =
Internal Diameter =
Avg Internal Diameter =
Design Orifice Diameter =
in
1 ft
19.0 ft
7.8 ft
0.695 in/in
67,113 ft'
70,544 ft3
SA = 4 ,050 sf
SA = 55,816 sf
SA = 50,409 sf
Rv = 0.05 + 0.009*1
V = D/12 x Rv x DA*43560
OK!
6.30 ft
% Imp SA/DA Avg Depth Proj % Imp SA/DA
70.00 3.4 6.50 71.69 3.50
80.00 4
70.00 3.9 6.00 71.69 4.02
80.00 4.6
SA/DA = 3.71 90% TSS removal, no filter strip
42,956 sf
43,650 sf OKI
0.75 ft
2 days
172,800 s
0.34 ft
4.13 in
n
5 days
432,000 s
0.22 ft
PolealeIVE
2.61 in
JUL 3 0 2012
3.37 in
4.00 in
OK.y:
N:\PROJECT FILES\Storm Sewer -Brenda Dr-2008\Calculations\Jungle Rapids DWQ Wet Pond.xls

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
S:IWQSIStormwatedPermlts & Projects119961960818 HD12012 12 excel WP 960818
PROJECT #: SW8
960818
REVIEWER: L. Lewis
Initial Run Date Sept. 6, 2012
PROJECT NAME:
Jungle Rapids
Last modified 04-Dec-12
Receiving Stream:
Hewlett's Creek
Class: SA
Drainage Basin:
CPF
Within 112 mile? or N
Index No. /
Onsite DA 16.9
Offsite DA 9.70 acresODrainage
Is new DA being added? Y Y or N
Rules- "2008" or "Ph2" 1995
Area 1093356.00 sf
920404 Offsite Added DA 65644.00 sf
Total DA 1159000.00 sf
IMPERVIOUS AREAS - BUA
Buildings 27900.00 square feet
Street square feet
Parking/concrete 304200.00 square feet
Future 120900.00 square feet
square feet
Existing Other 62300.00 square feet
Offsite/Oleander Dr, 250070.00 square feet
Offsite /920404 65130.00 square feet
TOTAL 830500.00 square feet
Runoff C
1
0.98
0.95
??
??
??
??
user input req.
formula
Breakdown of existing BUA
Buildings/Lots
Future
Parking I SW
Other
Offsite
SURFACE AREA CALCULATION (Including old and new DA and BUA)
SAIDA Ratio 4.02% use average of 3.71 %
Overall % Impervious �feet
®Average Design Depth Req. SA 46545 use 42987
TSS, 85 or 90:% Prov. SA 43650 sf
TEMPORARY POOL AND FOREBAY VOLUME CALCULATIONS
Old
®Drainage Area 1159000
BUA 830500.00
Post development Rv= 0.695
Old BUA Design Storm 1.00
Old BUA Design Volume 67117
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches) from NOAA chart
Predevelopment Rv value (0.05 if no existing BUA)
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
sf
sf
unitless
inches
Note: do not include previously approved BUA as existi
cubic feet
Icubicfeet
New
#DIV/0!
#DIV/0!
0
I #DIV/01
1995 Design Volume
67117
cubic feet
Phase 2 Design Volume
#DIV/01
cubic feet
Required Volume
67117
cf
Area, sf Inc. volume
Acc. volum
Bottom elevation
10.00
msl .........
0.00
0.00
Bottom of Shelf
msl..........
0.00
0.00
Permanent Pool
16.30
msl.........
1 43650.00
0.00
Top of Shelf
msl.........
.
Temporary Pool
17.80
msl.........
50409.00 70544.25
70544.25
Volume met at elev
16.94
msl
FOREBAY
**Vol. Prov. at TPE
70544
cf
Perm. Pool Volume=
355748
" only works if TPE > top of shelf elevation
Req. Forebay Volume=
71150
Provided Volume=
Percent--
U.U%
Calculated Average Depth, feet j#DIV101
Max Pump HP
1
Average Head
Flow Q2, cfs
Flow Q5, cis
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice flow<lyr24hr?
0.67
feet Q2 Area 14.23 sq. inches
cis Q5 Area 5.69 sq. inches
cis Proposed Orifice Area= 12.57 sq. inches
Avg. Flow Q= 0.343 cis
or weir H x W in x in
days '# of end contractions, N =
NOAA chart discharge coefficient, C = 3.31
unitless Effective weir length, L = 0.00
ofs
0.388
0.155
1
4.00
2.3
0.34
0.00
NO

GENERAL NOTES
1. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. ET IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD -VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION BY OBSERVATION,
ELECTRONIC DEVICES, HAND DIGGING AND PERSONAL CONTACT WITH THE UTILITY COMPANIES. CONTRACTOR SHALL
NOTIFY ENGINEER OF ANY CONFUCTS. ANY DAMAGE TO UTIU71ES INCURRED DURING CONSTRUCTION IS THE
RESPONSIBILITY OF THE CONTRACTOR AND 15 TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR ANY FINES OR LOSS SERVICE REVENUE. NORTH CAROLINA ONE -CALL CENTER TELEPHONE
NUMBER IS 811 OR 1-800-632-4949.
2. MINIMUM SEPARATION DISTANCES BETWEEN WATER AND SEWER LINES
A. WATER OVER SANITARY SEWER-18' VERTICAL OR 10' HORIZONTAL.
B. STORM SEWER-12" VERTICAL
3. EROSION AND SEDIMENT CONTROL PROCEDURES MUST BE MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOD.
DEBRIS AND LOOSE SOIL ON ADJACENT STREETS MUST BE CONTROLLED THROUGH DAILY CLEANING. DISTURBED EARTH
AREAS MUST BE STABILIZED AT THE END OF EACH WORK DAY.
4. FOR DRIVEWAYS, PAVEMENT PATCHING AND RESURFACING MUST BE COMPLETED WITHIN 5 DAYS AFTER COMPLETION
OF GRADING ACTIVITIES. SMALL PATCH AREAS CAN BE MAINTAINED WITH TEMPORARY PAVEMENT OR ABC STONE UNTIL
PERMANENT PATCHING IS COMPLETE.
5. FOR OPEN -CUT CROSSINGS OF CONCRETE DRIVEWAYS AND WALKWAYS, CONTRACTOR
SHALL REMOVE CONCRETE TO THE NEAREST EXPANSION JOINT PRIOR TO DIGGING THE
TRENCH. CONCRETE REPAIR SHALL BE IN ACCORDANCE WITH SECTION B OF THE TECHNICAL
SPECIFICATIONS.
6. PRIOR TO DISTURBANCE, CONTRACTOR SHALL PHOTOGRAPH OR VIDEOTAPE EACH DRIVEWAY,
SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE RESTORED TO ITS ORIGINAL CONDITION
OR BETTER.
7. CONTRACTOR SHALL MAINTAIN A MEANS FOR INGRESS\EGRESS TO EACH PROPERTY AT ALL
TIMES.
B. MAILBOXES, SIGNS, ETC., THAT MUST BE DISTURBED SHALL BE CAREFULLY REMOVED AND
RESET WITHIN THE SAME WORKDAY BY THE CONTRACTOR. STREET SIGNS WILL BE REMOVED
AND RESET BY THE CITY IN ACCORDANCE WITH SPECIAL CONDITIONS.
9. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT
AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,
SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN
AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE
ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SWILL BE IN ACCORDANCE
WITH THE WEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT
TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
10. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT
THE WORK, SUCH AS TREES, VEGETATION, FENCING. ETC., SHALL BECOME THE PROPERTY OF
THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
LEGEND
—W W'—
EXISTING WATER LINE
EXISTING SO (STORM DRAIN)
_ SS
EXISTING SS (SANITARY SEWER)
FM
EXISTING SANITARY SEWER FORCE MAIN
G
EXISTING GAS LINE
EXISTING LOT LINES
— —
EXISTING RIGHT OF WAY LINES
®
EXISTING MANHOLE
®
EXISTING SANITARY CLEANOUT
®
EXISTING WATER VALVE
EXISTING WATER METER
0
EXISTING POWER POLE
a
EXISTING FIRE HYDRANTS
[;am]
EXISTING CATCH BASIN
®
EXISTING GRILL BASIN
7
EXISTING LIGHT POLE
®�
EXISTING IRON PIPE (PROPERTY CORNER)
O
EXISTING TREE
xx x x x x Ix
tta _ sD
—o—O—O—o—
—O—o—O—O—
GB
RECEIVED
JUl 3 0 2012
aw
DEMOLITION
PROPOSED STORM DRAIN
EXISTING FENCE
PROPOSED FENCE
EXISTING SIGN
PROPOSED MANHOLE
PROPOSED GRILL BASIN
SHEET TNT)FX
SHEET 1
COVER SHEET
SHEET 2
VICINITY MAP AND LEGEND
SHEET 3
ENISTING CONDITIONS & DEMOUTION PLAN
SHEETS 4-8
CONSTRUCTION PLANS
SHEETS 9-10
DETAILS
SHEETS 11
TRAFFIC CONTROL PLAN
ZN CARp � BRENDA DRIVE SCALE
° ESSI 'y DE4CNED oa k_,�
CrrryOF �JT ^Xxr` MAY 22, 2012 NTS
SEAL 1N BN}1G ONVE 1XYl1N9E IM°novEMENis�w,s� ,L,L A 17.+ TGTON �R WIMBEq
028464 Eu. BRFNM DIRE xEw tN,w°ND • i.il NORTH CARO..INA DRAINAGE IMPROVEMENTS
cNECNEo cN°.°c4JC200
� T - N 11M VICINITY MAP AND LEGEND SHEET
REVISIONS 'q I ma. E"`� °'E Public Services • Engineering Division �x
P.O. Bm1510 • 414Qt mt&l • WilmrV tNC78fM • 191D1B41-78R7 f/� L Of 8

HEADWALL
15" IDO+ HEADWALL \ \ Rd
/ �[\ 2x36' DqT MEAD �- I EM
j // 24"'
4e 6' RCP 0.21x
LACE OF �� �85�FE $
COAT -ET DIP
`2x36" DOT HEADWALL q am I
Jn
-' RAP BASIN W N I
SEE DETAIL N W a
z o �W I
� I
/1 \=
mr^uii.,ui 9 O
Z N
\ a�) I °(--�-
n
n
—
[7
J 03 W 2 1,JR Z ZWI1N.
HORIZONTAL 1 "=20'
VERTICAL: 1 "=2' Station
Station O�J�
'N oIr- 6 OO('�O Loa) 000 LIt17
�I� �I�� �I� �`� ��
C.4f
p��EF55,
2 SEAL
RY. f l W1 84
REVISIONS ��A ' ILA
_
L
0' 7.0'�
RIP -RAP BASIN
R!P-RAP NOT SROMN
----� 3.0' �----10.0' —�
I
I\
SwF. a000:oi 01 6 6 �a0 Q°�O��
"o
5� 6
,lpf, ZhP 0 �µ 0 0 — Iwv=Is.61 �o B�,�OO��Qp'2gbA9
pR 9 G
IRV16.73, R063yNG OC1� 0 OQ�E
vlr. Oda Op m'66 m—I a;
�; II^�lll ,j 5 � ��p,C y$ O9
FILL & ABANDON OR REMOVE1
OUTLET STRUCTU� I f I 11µ7'y11�' I-- 18"RCP
2X18" CPP & 24" CMP ('° be abanonnea)
IIII I � ► �� � ,, t�
i� I III IIII I `I——_ X
v 1 E_ 16'® RCP to be a6ondone —
�
lllllll �I�I�oI\\\
I III I I I I N NJ 1.10 �.
r
I LOT 7 ENGLEWOOD
Map Book 8PARCEL ID&PADDRESS
R06209-003-060-000
�BRENDA324 WILM NGTON,NC 28409 OWNED SY'.
NEW OU ( RU E / ` \ MICHAEL R LAVEINE
TOP = 1 I \ \ & JANET LAVEINE
N BRENDA DR
SEE DET I WILMINGTO NC 28409
MH O - -�8409 —
11++ L PR 3,9 1 SF T MPO '�•bE s—�nn — DRAINA—GE EAS MENT
— —
O ION`` EASE
22. f30SE I
ACv .'
L_ _tV Ls 24.O \-17I A TIOf�n xw •
�t9 I _o ��—NHS(
Wiz;:—
aa.s�
2a.s—
`_
\ r LOT 37 ENI
—=-225.5 \ _ . j ((! f I R BookID
8
0—+ JUL 30 2O I`I J I A326BREN
d
I/ 06209-003-
\ I WILMINGTON,
OWNED
\ \ BY I IIII I C CON FEpEcu
SECTION A -A
m re PmB n aeao July 25, 2012
l �I 4DC200
\w-vor
NORTH CAROLINA
AAEQ tiE3\ R:\PI
Pao. encB. w9UIo
Public Services . Engineering Division
PA. Box 1810 - �14 Chm—Steel -Box 1810 • - Wzbnft' ", NC 26101 - (91013J7-7807NC 28101 - (9101311-7807
BRENDA DRIVE DRAINAGE IMPROVEMENTS
PLAN AND PROFILE
SCALE
SHEET
7 of 8

F_
PL
nine:
RING & COVER CONTACT SURFACES SHALL
BE MACHINED TO INSURE EVEN BEARING
OF COVER AND RING
OR
REQUIRED
COVER
OF COVER
MINIMUM WEIGHTS:
"•,•• 1 Les.
120 Les.
SECTION "A -A-
MANHOLE FRAME AND COVER
NTS
20'
A`1
\ PLAZA
1 /2" EXPANSION
JOIN (TYP) 155'' RADIUS (TYP)
APRON
SECTION A -A
APRON
PARKING LOT
STREET -^
\6" 3000 PSI CONCRETE
\ 6 AGGREGATE BASE COURSE
95% COMPACTED SUB -GRADE
DRIVEWAY
(MODIFIED PROCTOR)
NTS
MANHOLE COVFR ND 14-011
STEPS
IFIED
MANHOLE SECTION,
C 478
ITHIC CONCRETE BASE.
DSI CONCRETE
N.
N.
0
n©©oo
m®IMIIIIIIII®B
rm
0®OBE
RHEUM
SIMON
I I I
T
II
_T
A
GRAZE 92E ONTE lull OIFM OPINING PA1NC OFFING PUnGf NXRx PIN[ XDGM RIOT 4!E
y-]/.• . a /4' ,-,/2• 2E• , O4• 2e O•• 2➢-11 i 41-1i!
DROP INLET
NTS
= it II• Irllr-1
i/i:/is�.�.�/li.:000,:00/i.:/i,:�i�i�:�i:�O�l
1
n
=
"PIPE PIPE
_
- m
PIPE BEDDING I
C
G y
1
NOTES:
r
= 0-1 rA
m
I. BACKFILL SHALL BE SUITABLE MATERIAL THAT IS FREE FROM HEAVY CLAY,
GUMBOS, DEBRIS, ORGANICS AND LITTLE TO NO
c W
m
EXCESSIVE MOISTURE.
m r Z
- m C
2. SELECT BACKFlLL MAY BE SUBSTITUTED OR REQUIRED BY CITY TO ACHIEVE
'w
COMPACTION, (I.E. #57, ABC, CRUSHED LIMESTONE, CLEAN SAND, FLOWABLE
„�„ y ?y
FILL, ETC).
v 7 r o
m m r
3. BACKFlLL AND BASE MATERIALS SHALL BE COMPACTED 12" MINIMUM LIFTS
o
' C' m
4. SOIL' SHALL BE COMPACTED BY A MECHANIZED TAMPER (LE JUMPING
C', r m Z
JACK), HOWEVER, VIBRATORY ROLLERS > 18• WIDTH MAY BE USED FOR
m m C(j m
LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT BE USED.
�L'•L m
5. ABC BASE AND SUBBASE COMPACTED TO 9B% AND BACKFlLL AND
N T'A.
EMBEDMENT COMPACTED TO 90% AS DETERMINED BY THE MODIFIED
m
PROCTOR AASHTO METHOD T-99.
6. 1-FOOT CUTBACKS OF ASPHALT SHALL BE PREPARED ON UNDISTURBED
SOIL. MINIMUM ASPHALT DENSITY IS 90M
osassas�
m&/�/SIB®®
mIAI=IE880
Irmo
®®
I 1 , ;
1 1
PLAN
ELEVATION
Pu1D EXPANSION JOINT FILLED EXPANSION JOINT
I
CONTROL JOINT
FILLED EXPANSION JOINT
SCORE
SECTION A -A SECTION B-B
SIDEWALK
NTS
NOTE 6: 1. JOINT MATERIAL TO COMPLY WITH CURRENT HCDOT STANDARDS.
2. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY APRON)
SHALL BE CL45S "A" - 3.000 PSI.
3. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
4. 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
r TRASH GRATE
TOP = 17.6'
4" Contra) Pipe 5" MIN.
INV 16.1
�� I 3 30" RCP
= '
I�DOWEL- a 6"
12" MINMIN.
INV = 14.0' ;• 6 MIN.
I
RUSHED STON
3'X4' OUTLET STRUCTURE
3000 PSI CONCRETE
NTS
END ELEVATION
� ELOPE AS INDICATES ON PLANE
B4-BARB a
i L _l u°
DOWEL
BAR -"X"
00©©©©00
0
In
©00000
©©0000
0
oa©a©oo©o©©©�©
00
Mass
©©©oo
Ml
o©�0000moo�
0
Y
<q
O g(g]N2=
1 o=
15
H
4¢ 6L6
ZO w
cwi �
MANHOLE NTS PIPE TRENCH & PAVEMENT REPAIR
NTS
N CA/1'D PERNR NwBERS } �.. TE'qwDESIGNES oa Cm, of �`-' J ULY 25, 2012%LE
`SEAL %IL
T % l � BRENDA DRIVE DRAINAGE IMP VEMENTS S
SEAL °"""" "R � LI G'TON PRomrxC2 DETAILS JUL 9 0 �012 EET
028464 wIEOKm a,E ' < NORTH CAROLINA 4CC200
a^&CI NEEf- x:1PRO.Ir RIBS
REVISIONS Pg0.. EncR. � B= GR�MA
1 q Public Services • Engineering Division

• i - .. � .. _ ; • - -_ -. '_.- . - - - • .....,Xy->^"'.'-`;'iY.' : ryxw:�'�+C"x4w.iw.•:.a.Ydu'Pvckr. w..y.
lose 0073
,t AND VERIFIED
`•i-:.y SIX 00TS
T ER OF DEEDS t!
• :A HANOVER 00. NO
e 85 = 29 fill &I
Nru ""ouiR co ea-ai_ys -
STAMOF
Aft Real Estate
'.�' Excise Tan
>mdre Tau QiiC1°r �e Ttafr� 8wec dad tilde
Tax Lot Na............................... ._...................... _................ ...........__. rued Idaattder K0. ...._RC3�?�o S -O Ib - -GW
...i_...._._._._.
Vivifiedby ...... .................... _................ ............. _.......... County as that ................ 40 at .............................. _.....................
. lr_........
by... _........................ _.........................._.........._...........
Mailactor Meriting to .....-"-"'........................._................._....._...._........._.......
.................................. _................ .............. ......................... __....................... ............ ................................................ _........ _...............
_...._
This indriu aatWas Dead tp
�. Srsiis. IIn#fi�e (koucb S Xeeter, L.L.P.
............................ ..... ..... ...................
....._....._......__......_........................_..............................._...
Brief deaeriptim for tie Dies
NORTH CAROUNA GENERAL WARRANTY DEED
nits r MM d: aw of _.
31st October
...................................... .....................> 19. ...... by and Mtwsea
mo- .....
Gl1iAITt R i GBANM
Juanita VAL&, Widow
000IL,8
Robert S. hippy and wife.
Jennifer PiM
F-*- is &PPM &*" are* br sa gamy= eaae. aaeeae, 8a4 ri 90-M + et erMa, *4 aecaerasliu sr
The designation Grantor and Grantee as used berein shall include said parties, their Deus, sucoeasors, and
shall Include singular, plural, masculine, feminine or neuter as required by context. and
WITNESSETS, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acimowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of ............... Township,
Nev AanoTer ... County, North Carolina and more particularly described as follows.
See Exhibit A attached
JUL 3 a 2012
BY.-
-
N.C. O.i"aaYMVrai, 3 0 Ifni. Re7bN 1917.

am FM
Uss 0071
The praperW bereisaborn &--%rid ins aogaimd by Gnatw fay ledavorent roeoadad iti
A map ebewing the abefa dslierited properly to eeewrdad is Plat Bseb
TO RATS AND TO HOLD the aforesdd lot or parcel of land and all prieilmom and appartimilm a tiemde to
like Grantee 111. fee aiamlr.
And the Grantor eaveaatNs with the Grantee, that Grantor is seised of the prenduse is tee simple, bas the ripbt to eonvep
the same hn fee simple, that We is narketabhe and free and clear of all encmbraaeee, and that Granter will warrant and -
defend the title against the lawful CULUM of an peeaoea wlwmsoerer eaeept for the exceptions hertinaf air Mated.
Title to the property beniaabeve described Is subject to the fuliowhas seeptions:
a. 1994 ad valortn taxes.
b. Restrictions, if any. applicable to the property.
c. General Utility easements as reflected upon the records of New Hanover County.
d. The terms of all applicable building codes. zoning ordinary -es and otber land Use
regulations.
n wrrttaas waarpr• rye et.ra.e r, aarae.ta .as am be" ear seek me,a egaob. bw snare Aa ariea
as by Aft 4el aerlwiM .alrs. nee tb awe 10 beae�N. q serbodtr .r as s.w ofSMA
ell
twmrw+t.ln..> Juanita flalsh, Hider
- -----------
94---------------------- ------------------------
— —
---- —---- —------- --
wrrebr: S------------------------------awzf
------------------------------------------- ------- ------- --- w
--------- —----------------- s.ay.dn lC.q.ets eeaa m
--------°'w
`c�w�raaei mfig^ Nueva c—�.a --` srwL�*7 g_csas✓-
•�. L a n.1w rahae er Us ,, � M, •. even sea abbe aNeaaW, eeerW gha -------------------------------•---------
�' _• Juanita
. 9 -- -- --- — tlalsl'- -- --- ------- --- ------------------------------------- -------------- °irw
saAM#7iiir xoaiN CARO INA- ----- _--------------------------- ceaetr-
f, a N-WY ruwk er U. C**W aaa atft .t.a taM, eeduy that ------ ----------------- —---------- ----.
rere..eur cure htfr. sae tart ay ua ariassrkaaM that _-__ rrr M -----------•-------_--_-- aevrstarr of
______________________________—....__._-__-_-__-- a Nrtb CeretW e.2p taties, lea am to aethuar
�
' rive■ aM as ere net of the e.rreraeNa, the fey.ba bslrr.rat rya s4taad b as use by ft -------- ---- ..
rrealdew, W%k4 w14 09 Lwrrate seat and attatel by ----------- so Us ..... ........... a.erstm.
wrbsr wr tuna Ufa MrkW stawr r satl, this -------ay sr ------------------- ----• u---`-----
myeeYlgiM earlf c_______________________________________________________________________ Nebvr refa.rs
2'Y. fv»tetat Ceronrateo) of
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ram i wf be earnet. ebb aglra.ret aN tea rertntrtp art 4 Y rerbknd at the eats sea true W In ale Noce sae rya raewa ea trio
.............. Y. $l!E DOTS_------------------------------RMZBraa OF Dean FOR ----- p UANOM ------gaalr
by --- -- -' ^^ nepets/awtraw�ReSkOw er>wM
K.C. ear Aimee. r.r. Ne.! 0
1216
, arvW IeTr.

BOOB PAGE
less 0075
8=18IT "A"
BEGINNING at an existing iron pipe, said iron pipe being located
South 88 degrees 32 minutes Best 231.78 feet from the
intersection of the centerline of Englewood Drive with the
southern right of way line of Oleander Drive (U.S. Hwy 76), and
continuing thence from said point of beginning, South 33 degrees
32 minutes, 52 seconds best 404.54 feet to an existing iron pipe;
thence South 34 degrees 21 minutes 27 seconds West 753.31 feet to
an existing iron pipe; thence North 66 degrees 40 minutes 11
seconds hest 426.03 feet to an existing iron pipe; thence north
33 degrees SS minutes 55 seconds Bast 936.48 feet to an existing
iron pipe in the southern right of way line of Oleander Drive;
thence North 88 degrees 32 minutes Rest 517.07 feet to the place
and point of Beginning, the sane containing 10.13 acres, more or
less, and being the same property described in Book 381 at Page
530 and Book 1254, at Page 1719 of the New Hanover County
Registry.
SAVE 1HB MCEPT that certain lot ar paroal of land acataining 0.9 acres and
being sore ParUcularly danaribed in that certain Deed recorded an Hay 24,
1984- is Book 1254, at Page 1719, of the Her Hanover County Registry, reference
to which deed is hereby Dade for a sore Particular demoriptian thereof.

Nair Il OVER cNIT IC
r
03/24/96
$2669.00
gran Orp
�pI I"UNA
Real Estate
Excise Tax
BOOT( PAGE
2332 o635
.S8 MRR 24 RM 1108
itECORtto �V�RIFIE
FIAiIY J�IE,OOTS
itc$ISTER OF DEEt1S
taw 1409,64 0- N4
Recording Time, Hook and Page
Tax Lot No..... ..................... e06 2 OS--- 01 b -00 3 - o00
Parcel Identifier No.........................................................._..............
Verifiedby ...... ........................... _.................................... County on the ................ day of .................. '... .:...::.::.......................... 19...........
by..................................................................................................................................I................................... ..................................................._
.
Matsafter recording to ................................... .............................................................................. ...................... :......................... _............... _
0-000............_............. ............................................................................................................. ............. :............................... ............ _..
This instrument was prepared by ........� IQY.d...s...e.. Ei1SED�... �f..a............................................................................_......................._.
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DBSD made this ..Stir....... day of..........MAr.Ch.................._----........., ]9..98...., by and between
GRANTOR I GRANTEE
GERALD D. HARDISON and wife,
PATRICIA G. HARDISON
106 Parmele Boulevard,
Wrightsville Beach, North Carolina 28480
ROBERTS. RIPPY and wife,
JENNIFER 3. RIPPY
136 Ar.-f—, cc,'
Enter In appropriate ',lock for each party: name, addres, and, u Appropriate, chameter of entity, e.q. corporation or partoerahtr.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, hss and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of . ......... ....Ita.rnett................. Township,
New Hanover County, North Carolina and more particularly described as follows:
A 6,42-acre tract at the Southwestern intersection of Oleander
Drive and Englewood Drive, as more fully described on the
attached Exhibit A.
TO
IBM.
51288?
N.C. ear Aaaee. varm Na. 3 0 1216, aevteed 1177.

BOOK PAGE
2332 0636
The property hereinabove described was acquired by Grantor by instrument recorded in.............................................................
A map showing the above described property is recorded in Plat Book ................................... page
TO HAVE AND TO HOLD the aforesaid lot or parcel of Iand and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property bereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor bar bereanto set O:s band and seal. or It corporate, has caused this Instrument to be signed In its
eerpetair .area by Its duly authorlaed eCleers and Ma seal to be berounto affixed by authority at Its Bard of Dlreetera, the day and year lint
above written (///�
___________________________________________________ 4Aje�Vllcdl
_. .+_✓ _�—___._._.(SEAL)
(Corporate Name) .:
ar icon
r G. Ha Ison
----------------------------President
ATTEST: U
Q'------------------------------------------------------------- (SEAL)
--------------------------------------- .r----------------------
------ ''trs(ysetrry----------Secretary (Corpormte Seal)
.a wA------------------------------------------------------------- (SEAL)
fur.".,
C..
NORTH cARouNw. ____XeW__HaI]QYEI----------- cemey_
` �l
.�
r� �+tRl�Nwry Public of the County and State afornald, certify that _Gferald_Q_.Hardisnn_and__.__
Patricia G. Hardison
..
'--'---tr':..----------------------------------------•------------------•---------------- - Grantor,
�f. 13
�,`� ` .Z+; personany appeared belort rem this day and xt)—ledged the execot[on of the foregoing instmentat Witaem my
- y •• - March
,
• ' i � p bona and orflcW stamp or =cal this Stil.._ day or _ day liAarCh-------------------------, 199B _.
(.; F4
"-
., a
+r.urtattts�• MY eotnml}slae rxplte=: Sir}�t�.eQib!F]__5.__7.________ _L�ll�E� _�__�.�l.a.y.,q�_______ l:otar7 pu►Ile
SF_ALSTAxrP NOYrif CAROLINA____________________ -___County-
1, a Notary Public of the County and State aforesaid, eert(ty that _____
a persoa11Y came betore me this day and acknowledged that ---- he ir--- ----------------------- Secretary of
c
a .______________________________________________________ a Notch Carolina totporation. mad that by authority duly
Oyivto and r.t Me tat of the corporation, UN loregotaa Instrument errs slgeed It .sego* Its by it:
a President. sealed with its Corporate seal and attested by ........... as Its ___________________________ Secretary.
P
Witness my band and official .tamp or seed. this ___-..day of ___________________________ is ---------
MYeommistton expires:----------------------------------------------------------------------- Notary Public
,be eoregofnr Cerancateta) of ._._....-----
' -= ' �-11�iwp.QBM----- --------------------
ts arc certified to he r—ect rhI= instrument and this eertintate are duly registered at the date and time and in the nook and Page sbe" on the
first Dags hereol.
How- SUN SUE w, _. REGISTER of DEEDS FOR....... Man-over.__conlvrr
aY--!1GG/.1✓Y .raJ_l.rVlLen I.!.-.............. De9tRyiMMM>d.e-Rextrier of net"
N.C. Bar Asrae. Far. Mo. 7 Rclrtsed Mt.

BOOK PAGE
EXHIBIT z 3 3 2 0637
In Harnett Township, New Hanover County, North Carolina, bounded
and described as follows:
BEGINNING at the intersection of the Southern right-of-way line of
Oleander Drive (U.S. Highway No. 76 - 100-foot right of way) with
the Western line of Englewood Drive 1 0-foot right of way); running
thence South 02 degrees 56 minutes 52 seconds East 346.0 feet to a nail
in a concrete driveway at the Northeastern corner of Lot I of Englewood,
as shown upon that map of said subdivision recorded in the New
Hanover County Registry in Map Book 8 at Page 17; thence South 87
degrees 14 minutes West 140.84 feet to an iron pipe; thence South 09
degrees 20 minutes 49 seconds West 239.24 feet to an Iron pipe; thence
South 87 degrees 31 minutes 50 seconds West 225.05 feet to an iron rod;
thence South 33 degrees 15 minutes 43 seconds West $31.59 feet to an
iron pipe In the Northern line of Forest Park Subdivision, as shown
upon that map recorded in the New Hanover County Registry in Map
Book 7 at Page 19; thence North 68 degrees 01 minutes 55 seconds West
along the Northern line of said Forest Park Subdivision 166.21 feet to
an iron pipe; thence North 33 degrees 17 minutes 54 seconds East
753.70 feet to an iron pipe; thence North 32 degrees 29 minutes 30
seconds East 404.47 feet to an iron pipe In the Southern line of Oleander
Drive; thence North 87 degrees 25 minutes 23 seconds East along said
line of Oleander Drive 201.75 feet to the beginning; containing 6.42
acres, more or less.

NEW HANOVER COUNTY
Engineering Department Beth E. WetheriII, C.P.E.S.0
230 Government Center Drive - Suite 160 Soil Erosion Specialist
Wilmington, North Carolina 28403
T r, LEpRONE (910)-798-7139
Fax [phone]
Memorandum
A
Date: °
To: Jo Casmer
NCDENR o WQ
From: Beth Easley Wetherill
Soil Erosion Engineer
Re: Sedimentation and Erosion Control Plans
Grading Permit # Y7 Z -q
n�1 �
Q/UkxC.l - L &'LYt�. a r11i► C� r4C�c
The attached plans have been submitted for approval
to New Hanover County Engineering. If you have any
questions regarding these plans, please contact this
office.
$ w 8 L6o �1 7 1

Lewis,Linda
From:
Lewis,Linda
Sent:
Monday, January 09, 2012 6:00 PM
To:
Rob Gordon
Cc:
Cox, David; Scott, Georgette
Subject:
2012 01 Summary 960818
Attachments:
2012 01 Summary 960818.pdf
I'm not sure I understand all the attention that this project has been receiving of late. There seems to be a
rumor going around that the offsite drainage under Oleander Drive was not taken into account during the
permitting of the modification to Jungle Rapids. I have gone through the file and am completely convinced that
the offsite drainage has been accounted for.
However, if the offsite drainage area is larger than 8.2 acres, or if the drainage was never connected up to
drain to the pond, then I guess that would require some action. Alternatively, if the offsite drainage can be
rerouted, as it was in 1996, that would be fine, too.
I've attached a summary of the permit actions to date.
Linda

Condensed Permit Summary of Events for Jungle Rapids, SW8 960818 — January 9, 2012
Note that Jungle Rapids existed prior to January 1, 1988. The old, existing pond was dug in the late
1970's to provide fill material for the water slide mountain.
August 21, 1996 — a stormwater application to expand the existing site is received. The application
proposes to fill in a portion of the existing manmade stormwater pond.
November 20, 1996 — The project is permitted for a wet pond with a 10.1 acre drainage area, and
4.94 acres of built -upon area. The permit notes that the offsite drainage from the north side of
Oleander Drive as shown on the City's approved drainage plan dated April 1993, has been rerouted
around the pond.
February 23, 1999 — A modification to the 1996 permit is received. Several rounds of additional
information are requested and submitted. The narrative received on June 18, 1999, indicates that
the permitte has purchased an adjacent 6.8 acre tract and is relocating the previously permitted
pond to accommodate a new development scheme for the 16.9 acre tract. The narrative also states
that 8.2 acres of offsite drainage from the north side of Oleander Drive, which was previously piped
through the project, will now be intercepted and routed into the proposed wet pond. The
calculations account for the 8.2 acre offsite drainage area at 70% impervious, or 250,034 square
feet.
October 19, 1999 — The project is permitted for the closure of the existing permitted wet pond and
the construction of a new wet pond located further south. The drainage areas and built -upon areas
break down as follows:
Drainage area
= 25.1 acres
Onsite
= 16.9 acres
Offsite
= 8.2 acres
Built -upon area
= 17.57 acres
Buildings
= 0.64 acres
Parking
= 2.87 acres
Future
= 6.89 acres
Other
= 1.43 acres
Offsite
= 5.74 acres (note: the approved plans show the 24" pipe under Oleander
Drive -being routed into the permitted wet pond.)
October 2, 2001 — A revised site plan is received for the construction of 0.77 acres of impervious
area for a 104 space parking lot in the area where the 1996 pond was located. The 1999 permit
application allocated 6.89 acres of "Future" BUA. After the 2001 plan revision, there are 6.12 acres
of future BUA available.
May 8, 2008 — a second revised site plan is submitted for the addition of a 3.34 acre parking lot,
bringing the future BUA allocation down to 2.78 acres.
September 29, 2008 — The designer's certification is submitted. No deviations are noted.
May 15, 2009 — the permit is renewed and will expire on November 19, 2019.
S:\wgslstormwaterlpermits & projects11996\960818 HD12012 01 Summary 960818

REC'D JUN 2
2009
Robert S. Rippy
Jungle Rapids
5320 Oleander Drive Wilmington, NC 28403
Dear Ms. Scott,
June 2, 2009
We have received your letter of May 15, 2009 along with our State Stormwater Management Permit No.
SW8960818 Renewal and a copy of your May 7, 2009 inspection report. Thank you for the permit
renewal and concurrence that the stormwater system meets the minimum requirements of the State.
In regards to the inspection report and any concerns about the "parking arrangement," this unpaved
area has been occasionally used for overflow parking since 1996 and will need to continue to handle
overflow parking until economic conditions warrant the construction of the permanent parking facility.
Until the permanent parking facility is constructed, any rainfall not infiltrating into the ground under this
unpaved area drains directly to the existing approved stormwater pond, which has more than sufficient
capacity to treat the stormwater runoff. Significant earth moving, grading and filling will be necessary
during the construction of the permanent parking facility prior to the planting of the interior
landscaping. Therefore, the protection of the future landscape areas is unnecessary at this time. These
landscaped areas that will be required by the City when the permanent parking facility is constructed
may have been incorrectly referred to as "approved as green space" in the inspection report.
When this area is occasionally utilized for overflow parking, we normally have an attendant coordinating
the parking of vehicles. To alleviate any concerns about any occasional use of this overflow parking area
possibly exceeding the capacity of the approved stormwater system, we will limit the number of vehicles
using this overflow parking at one time to 372.
I trust our action plant to limit the number of vehicles to 372 and our explanation of the historical and
future uses of the property adequately responds to all of the concerns expressed in your letter of May
15, 2009 and the inspection report of May 7, 2009.
X i e ly,
ReS. Rippy
i
BY':
JUN 4 2 2009

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