SW8060509_HISTORICAL FILE_20090806

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 co(,,05 0
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zoc%7 o`S a(.,
YYYYMMDD

Naugle, Mary
From: Carl Huddle[[e-mail]]
Sent: Monday, August 31, 2009 2:22 PM
To: Naugle, Mary
Cc: Gene Euchler; Steve Baker; Lonnie Dow; [e-mail]
Subject: FW: Summerhouse State Stormwater SW8 060509 Modification Request 816109 p.m.
Dear Mary Jean:
We sent two sets of plans as you requested. The changes cleaned up the previous submissions by provided correct
layers, numbering, PE seal, etc.
The specific changes are:
1) Added contours back to the road. Pages affected: G4-G11
2) Changed page numbering. Pages affected: ALL
3) Added revision note. Pages affected: ALL
4) Reinserted page D6. Pages affected: 23 of 24 (D-6)
5) Added "a" to what was previously noted as D6. Pages affected: 24 of 24 (D-6a)
Please let me know if you have any other questions, or need additional information.
Thanks,
Carl Huddle
From: Carl Huddle
Sent: Sunday, August 09, 2009 2:19 PM
To: 'Naugle, Mary'
Cc: Gene Euchler; [e-mail]
Subject: RE: Summerhouse State Stormwater SW8 060509 Modification Request 8/6/09 p.m.
Dear Mary Jean:
We will fix all the plans, seal and send two complete sets. The package will be addressed to you.
Again, thank you for all your work.
Carl Huddle
From: Naugle, Mary [mailto:[e-mail]]
Sent: Friday, August 07, 2009 5:49 PM
To: Carl Huddle
Cc: Gene Euchler; [e-mail]
Subject: RE: Summerhouse State Stormwater SW8 060509 Modification Request 8/6/09 p.m.
Carl
Can you fix the plans and send me two complete set with all info and the correct numbering, pe seal, complete layers
turned on, etc... ? there is no hurry, but it is hard for us to maintain 2 sets of the same plans with different info on each.
I won't be back for 2 weeks so there is no hurry. thanks
Mary Jean Naugle
NC DENR Express Permitting
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax

mary. naugle (Pncdenr go v
Please note: 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: Carl Huddle[mailto:[e-mail]]
Sent: Friday, August 07, 2009 2:24 PM
To: Naugle, Mary
Cc: Gene Euchler; [e-mail]
Subject: RE: Summerhouse State Stormwater SW8 060509 Modification Request 8/6/09 p.m.
Dear Mary Jean:
It has been a pleasure to work with you on the permit modification and we appreciate your timely attention given to our
application. We also appreciate the suggestions and recommendations you and Rhonda provided. I hope you have a
nice vacation.
Carl
From: Naugle, Mary [mailto:[e-mail]]
Sent: Friday, August 07, 2009 2:05 PM
To: Carl Huddle
Cc: Gene Euchler; [e-mail]
Subject: RE: Summerhouse State Stormwater SW8 060509 Modification Request 8/6/09 p.m.
Carl;
I issued the permit.
It is requested that when you revise plans for corrections when you revise the previous plans to ensure the same
information is included with those corrections. For this version received 8/7/09, plans # G-3 through G-7 did not have
the same layers turned on so some of the elevations and flow patterns, etc... were not shown. The G-6 "a" that you
corrected the plan number did not get a PE seal on it with the version received 8/7/09. 1 just kept both sets of plans for
the items that i identified because I needed to issue this permit, but I had not checked everything for the fourth time, so
I am not sure if I found all the differences in the plans from the set received with the versions for 7/2006, 8/4/09, 8/6/09
and 8/7/09. 1 realize it takes time, but with cad it so often occurs that we request that you do a QA on all plans from
each version to ensure we don't loose items. Otherwise we have to start the review all over on each set of plans and
there is not time for that in either the express or regular programs.
Another recommendation is to watch the pond outlets to wetlands for erosion, scouring, channeling, etc.. into the
wetlands. Currently the bmp and practice [since fall of 2006] is to provide outlet protection in the form of level
spreaders to protect the wetlands and provide less that 2 fps velocity forthe 10 yr storm into the 401 or 404 wetlands.
The wetlands rule 0231b has been in existence for many years that requires no impact to wetlands so even though
stormwater did not require this until after your permit was issued in 7/06, if there is impact to the wetlands there will be
violations by the 401 Division needing correction.
Mary Jean Naugle
NC DENR Express Permitting
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
mary. naugle 6)ncdenr go v

Please note: 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: Carl Huddle[maiito:[e-mail]]
Sent: Thursday, August 06, 2009 4:17 PM
To: Naugle, Mary
Cc: Gene Euchler; [e-mail]
Subject: RE: Summerhouse State Stormwater SW8 060509 Modification Request 8/6/09 p.m.
Dear Mary Jean:
We have made the corrections on the plans for items 1 through 11. We will include information on Drainage Area 5, Boat
Ramp, in accordance with Section IV. — 10, form SWU-101.
If it is not too late we would like to send them Fed -Ex with delivery tomorrow morning.
Carl
From: Naugle, Mary [mailto:[e-mail]]
Sent: Thursday, August 06, 2009 2:55 PM
To: Carl Huddle
Cc: Gene Euchler; [e-mail]
Subject: RE: Summerhouse State Stormwater SW8 060509 Modification Request 8/6/09 p.m.
Carl;
Please check the plans to be sure that pond numbering and elevations are consistent throughout all documents.
I. For example Twining rose # 3 pond has an outlet structure for PP el. Of 15 Ft on plan G-9 in 2006, and now it has
PP el of 18 in 2009 on the plan. The supplement has the original value.
2. Plan G-9 numbers twining rose pond as #10 and katydid as #10. Also G-1.
3. Plan D-6 is for the bulkhead in the 2006 issue and now it has details for this package. I numbered the 2009
version of D-6 for the details as "D-6 a" and left the bulkhead as just "D-6" from the 2006 issue.
4. The area in square feet on the plans within each pond does not correspond to the supplements for pond surface
area. I am not sure what the area on the plan within the pond is for?
5. take Catherine infiltration pond is numbered #5 on G-11, CVR and the boat ramp constructed wetlands is
numbered bmp#5 on same plans. Also, G-1, G-2, G-7, etc...
6. Painted lady is #3 on CVR and G-1.
7. Pond #1 on south of property is labeled on plan #CVR.
8. Plan G-4 labels as small pond as #10 that drains to a forebay of spicer. Also G-1.
9. Plan G-2 and G-8 labels pond #7 and pond #8 on the south of property.
10. Plan G-2, G-6, G-7, G-11, etc... labels toad pond #6 and lake Catherine as pond #5.
11. Please look through the plans and be sure the numbers are consistent with the supplements, application, calcs,
etc...
12. The attached e-mail that you sent bua and drainage areas for the application section IV.10 does not have a
drainage area for the constructed wetlands that you labeled as #5. The supplement reports the drainage area as
36,155 sf and the bua as 20,586 sf.
Thank you,
Mary Jean Naugle
NC DENR Express Permitting
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405

910-796-7215
910-796-7303
910-350-2004 fax
mart'. nougleC@ncdenr go v
Please note: 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: Carl Huddle[mailto:[e-mail]]
Sent: Wednesday, August 05, 2009 4:02 PM
To: Naugle, Mary
Cc: Gene Euchler; [e-mail]
Subject: FW:
Dear Mary:
Please find attached plan revision D-1, and G-11. Please add plan G-15 and G-16. the attached plans (2 copies) are
being sent via Fed -Ex and you should receive tomorrow AM.
The plans show items 5, 6, 7, 8, 9, 10, and 11 on your list of additional information requested.
Carl
From: Steve Baker
Sent: Wednesday, August 05, 2009 3:53 PM
To: Carl Huddle
Cc: Lonnie Dow
Subject:
Here you go...
Steve Baker
'trader Construction Co.
PO Drawer 1598/2500 Hwy. 70 East
New Bern, NC 28563
Office: 252.633.2424 ext. 232
Fax: [phone]
Cell: 252.670.1979

CAROLINA
'ENGINEERS. PA
TO:
CAROLINA ENGINEERS, PA
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
LETTER OF TRANSMITTAL
8/27/2009
NCDENR Express Permitting, NCDWQ
127 Cardinal Drive Ext.
Wilmington, NC 28405
.JOB NO: Summerhouse
FROM: Carl Huddle, PE $�'.' V «fig
ATTN: Ms. Mary Jean Naugle
REF: Summerhouse on Everett Bay
Permit No. SW8 060509
WE ARE X Attached Prints
SENDING: Drawings Samples
Specifications Test Reports
Separately X Plans
Change Order Copy of Letter
COPIES DATE NUMBER - DESCRIPTION
2 8/14/2009 NIA Final Stormwater Management Permit
Modification Plans - Complete Set
X
X
For Approval
For Your Use
Approved as Noted
As Requested
For Bids Due by:
Other:
Approved as Submitted
Returned for Corrections
For Distribution
For Review and Comment
REMARKS: Please call or send email, if you have any questions.
��y Thank you for your assistance, Carl --
aaS,ro Ate
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaenoineers.com

P Ol
TRANSACTION REPORT
AUG-07-2009 FRI
11:05 AM
FOR: NCDENR 910 350 2004
SEND
DATE START RECEIVER TX TIME PAGES TYPE
NOTE
M# DP
AUG-07 11:04 AM 918438397840 1'30" 9 FAX TX
OK
850
TOTAL 1M
30S PAGES. 9
State of North Carolina
Environment and Natural Resources
i
Department of
Wilmington Regional Office
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
FAX COVER SHEET
Date: D
co: C"Ar k _-�We- .
FAX#:_
No. of Pages: (excluding cover).
From:c�•.�r 2i�ss
Co: NC DENR
FAX#: [phone]
REMARKS;
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax (910) 3so-2044
An Equal Opportunity Affirmative Action Employer
a+e"t-' A-'U qqo;

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P. 01
TRANSACTION REPORT
AUG-07-2009 FRI
11:03 AM �
FOR; NCDENR 910 350 2004
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SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE
MO! DP
AUG-07 11:02 AM 917043219823 1'24" 9 FAX TX OK
849
TOTAL 1M 24S PAGES: 9
>K
�
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor Dee Freeman, Secretary
FAX COVER SHEET
Date: (�u %A$T i Oaj
To: P,�! 4�
CO:
FAX #: [phone],3
Na. Of Pages: (excludin cover) p
From: t1�sc
CO: NC DENR
FAX#: [phone]
REMARKS: o �Stprms-jF4e—X` l'kad
t27 Cardinal Driva Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax (9I0) 350-2004
An rquut Opportunity Aflirrautivo Action Employer

CAROLINA
f:NGINEERS. PA
Ultf4
CAROLINA ENGINEERS, PA
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
LETTER OF TRANSMITTAL
8/6/2009 JOB NO: Summerhouse
TO: NCDENR Express Permitting, NCDWQ
127 Cardinal Drive Ext.
Wilmington, NC 28405
FROM: Carl Huddle, PE
ATTN: Ms. Mary Jean Naugle
REF: Summerhouse on Everett Bay
Stormwater Management Permit Modification
WE ARE X Attached Prints
SENDING: Drawings Samples
Specifications Test Reports
Separately X Plans
Change Order Copy of Letter
^E C E 1 d E�
V
u a AUG 0 7 2009
DWO
PRCJ #
COPIES
DATE
NUMBER
DESCRIPTION
1
8/6/2009
NIA
Boat Ramp Drainage Area No. 5
2
8/6/2009
CVR
Cover Sheet
2
8/6/2009
D-6a
Constructed Wetland Details
2
8/6/2009
Sheet G-1
Existing Contours& Drainage Areas
2
8/6/2009
Sheet G-2
Existing Contours& Drainage Areas
2
8/6/2009
Sheet G-3
Grading and Stormwater
2
8/6/2009
Sheet G-4
Grading and Drainage Plans
2
8/6/2009
Sheet G-5
Grading and Drainage Plans
2
8/6/2009
Sheet G-6
Grading and Drainage Plans
2
8/6/2009
Sheet G-7
Grading and Drainage Plans
2
8/6/2009
Sheet G-8
Grading and Drainage Plans
2
8/6/2009
Sheet G-9
Grading and Drainage Plans
2
8/6/2009
Sheet G-10
Grading and Draina a Plans
2
1 8/6/2009
Sheet G-11
Drainage Area for Wet Detention
X For Approval
For Your Use
_Approved as Noted
As Requested
_ For Bids Due by: _
Other:
Approved as Submitted
Returned for Corrections
For Distribution
For Review and Comment
REMARKS: Please call or send email, if you have any questions.
Thank you for your assistance, Carl
'A4=1
AArHTO Rio
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.rarolinaengineers.com

Permit Number SW8060509
Central Files: AP5 SWP
08/06/09
Permit Tracking Slip
Program Category Status Project Type
State SW Active Major modification
Permit Type Version Permit Classification
State Stormwater 1.20 Individual
I Primary Reviewer
maryjean.naugle
Coastal SW Rule
' Coastal Stormwater - 1995
! I Permitted Flow
Faciii
Permit Contact Affiliation
Gene Euchier
3129 Springbank Ln Ste 200
Charlotte NC 28226
Facility Name Major/Minor Region
Summerhouse on Everett Bay Minor Wilmington
Location Address County
Sr 1534 Onslow
Holly Ridge NC 28445 Facility Contact Affiliation
II
Owner
I Owner Name
Owner Type
Ra North Development I Inc
I
Non -Government
Owner Affiliation
Randy Allen
3129 Springbank Ln
Charlotte NC
282263379
i Dates/Events
Scheduled
Orig Issue App Received Draft Initiated
Issuance ' public Notice Issue Effective
Expiration
I 07/10/06 08/06/09 08/04/09
I
08/06/09 08/06/09
07/10/16
Regulated Activities
Requested/Received Events
State Stormwater - HD - Detention Pond
Deed restriction requested
08/01 /09
i State Stormwater - HD - Hybrid Other
f I
Engineerltech specialist certification requested
08/04/09
{ I State Stormwater - HD - Wetlands
Additional information requested
08/04/09
State Stormwater - Low Density
Deed restriction received
08/04/09
i
Engineerltech specialist certification received
08/06/09
Additional information received
08/06/09
I
E i Outfalt NULL
E Waterbody Name
i
Stream Index Number Current Class Subbasin

NCDENR .
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen- H. Sullins Dee Freeman
Governor Director Secretary
August 6, 2009
Mr. Randy Allen, President
R.A. North Development I, Inc.
3129 Springbank Lane, Suite 200
Charlotte, NC 28226
Subject: Stormwater Permit No. SW8 060509 Modification
Summerhouse on Everett Bay
High Density Subdivision Project, Onslow County
Dear Mr. Allen:
The Wilmington Regional Office received a complete Stormwater Management Permit Application
for Summerhouse on Everett Bay on August 6, 2009. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A
NCAC 21-1.1000. We are forwarding Permit No. SW8 060509 Modification dated August 6, 2009, for the
construction of the subject project. This modification provides treatment for the boat ramp and parking
area in a constructed wetland; as well as plans and details for the boat storage parking, post office,
clubhouse, tennis courts, and Caroline Park seating areas. There is no increase in overall impervious from
the existing permit and there is no change to the four wet ponds except for reallocation of impervious within
each drainage area.
This permit shall be effective from the date of issuance until July 10, 2016, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447;
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
M.J. Naugle at [e-mail] or me at (910) 796--7215.
Sincerely,
Georgette Scott
Stormwater Supervisor
Surface Water Protection Section
GDSlmjn: S:IWQSISTORMWATERIPERMIT1060509 mod aug09
cc: Carl Huddle, P.E., Carolina Engineers, 843-839-7800, fax 7840.
Onslow County Building Inspections
Doug Huggett, Division of Coastal Management
Wilmington Regional Office, Central Files, M.J. Naugle
I "":: � % LAiLl
Wilmington Regional0lfice
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customor Service: 1-877-623-6746 North Carolina
Interne) www.ncwaterquality.org Vatuw11#
An Equal Opportunity 1 Affirmative Action Employer �!

State Stormwater Management Systems
Permit No. SW8 060509 mod
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Randy Allen and R.A. North Development I, Inc.
r Summerhouse on Everett Bay
NCSR 1534, Holly Ridge, Onslow County
FOR THE
construction, operation and maintenance of four (4) wet detention ponds and one (1)
constructed wetlands in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 10, 2016 and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. This modification provides
treatment for the boat ramp and parking area in a constructed wetland; as well as plans
and details for the boat storage parking, post office, clubhouse, tennis courts, and
Caroline Park seating areas. There is no increase in overall impervious from the existing
permit and there is no change to the four wet ponds except for reallocation of -impervious
within each drainage area.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 3 of this permit. The subdivision is permitted for 1,029
single family lots, each allowed a maximum amount of built -upon area, as specified in
Section 11.16 of this permit.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The overall density level of the project must remain at 30% or less.
5. The wet detention ponds are provided for the treatment of collected runoff; as well as
treatment for the boat ramp parking area in constructed wetlands. Additional treatment
systems will be required for future development. Stormwater management measures for
these areas must be submitted as a permit modification and approved by the Division
prior to construction of any future BUA.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 060509 mod
I.
M
C.
d.
e.
f.
9•
h.
1�
k.
I.
m
n.
o.
P.
The following design elements have been permitted for the wet detention pond and
constructed wetland stormwater facilities, and must be provided in the systems at all
times.
Katydid Painted Spicer Twining Boat Ramp
Lady Lake Rose wetland
Drainage Area, acres:
19.5
26.38
144.3
42.8
0.83
Onsite, ft2:
848,757
1,149,113
6,283,163
1,862,029
36,155
Oifsite, ft2:
none
none
none
none
none
Total Impervious Surfaces, ft2:
569,351
506,919
3,158,439
794,607
20,586
Lots, ft2:
208,500
283,500
1,338,924
424,175
0
Roads/Parking, ft2:
201,247
98,881
612,032
179,032
0
Other, (pond surface) ftZ:
90,604
124,538
1,207,483
191,400
0
Other, ft2:
69,000
none
none
none
20,586
Pond Depth, feet:
6.0
6.0
6.0
6.0
nla
TSS removal efficiency:
90%
90%
90%
90%
nla
Design Storm:
1
1
1
1
1
Permanent Pool Elevation, FMSL:
17.0
18.0
17.0
15.0
see supplement
Permitted Surface Area @PP, ft2:
81,122
124,538
1,202,610
191,639
2,817
Permitted Storage Volume, ft3:
85,803
128,380
1,220,676
197,291
2,369
Storage Elevation, FMSL:
18.0
19.0
18.0
16.0
3.5
Controlling Orifice Pipe 0, inches:
3
3
6.25
4
0.75
Permanent Pool Volume, ft3 :
279,078
517,044
8,714,253
873,166
see supplement
Forebay Volume, ft3:
66,224
119,755
756,122
171,835
"
Maximum Fountain Horsepower:
1
2
3
3
none
Receiving Stream / River Basin:
King Creek Restricted Area 1 Cape Fear
Stream Index Number:
CPF24 18-87-4
Classification of Water Body:
"Sc Sw HQW"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
lot, including driveways and sidewalks, does not exceed the allowable built -upon area.
Once the lot transfer is complete, the built -upon area may not be revised without
approval from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for compliance
with the BUA limit, the plans reviewed must include all proposed built -upon area. Any
approvals given by the Board do not relieve the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060509 mod
6. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and
other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
12. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
13. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
15. This permit shall become void unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 060509 mod
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 060509 Modification, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot, inclusive, is as follows:
394 lots @2,800 ft2 Lots 93-277, 624-793 & 796-834
218 lots @3,200 ft2: Lots 1-51, 365-397, 522-539, 837-869, 897-926, & 977-
1029.
248 lots @3,500 ft2: Lots 52-92, 278-339, 419-505, 657-620, 794-795, & 835-
836.
92 lots @4,000 ft2: Lots 340-364, 398-418, 506-521, 540-566, & 621-623.
77 lots @4,500 ft2: Lots 870-896 & 927-976
The allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the system
are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
19. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2 foot below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume as specified in Section I (6)(m).
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 060509 mod
20. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event there is either a desire for the facilities to change
ownership, or there is a name change of the Permittee, a completed and signed
"Name/Ownership Change Form" must be submitted to the Division of Water Quality
accompanied by the appropriate documentation as listed on page 2 of the form. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4, The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does not
stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
9.. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
10. The permittee shall submit a renewal application and fee to the Division at least 180
days prior to the expiration date of this permit.
Permit issued this the sixth day of August 2009.
NO H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060509 Modification
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 060509 mod
Summerhouse on Everett Bay
Stormwater Permit No. SW8 060509 Modification
Onslow County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
' Permit No. SW8 060509 mod
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
B. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required draw down devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 8 of 8

AUG 0 G 2009
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and
sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the
design criteria used to size the stormwater control facility.
I, Randy Allen acknowledge, arm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
9. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SWB 060509, as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is (See Attachment) square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the right-of-
way between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the right-
of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are not
required to provide these additional measures.
Signature: // Date: =L,/) , 30
1, o I-,L4 a Notary Public in the
State of.Sy-a_.4�Yi �cl�l�� , County of
do hereby certify that .__/ 1ez1,LwC_/ w/f'j personally appeared
before me this the -30P' day of 20 0 % ar d'ai k dwledge
the due execution of the foregoing instrument. Witness~.
rt
my hand and official seal, SEAL f.
Signature
My Commission expires
DIANE L,MORMAK
Form DRPC-3 Rev.1 Page 1 of 1 Notary PuNie
State of South Carolina
My Commission EVWs January 9, 2016

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AUG 0 6 2U09
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AUG p g 2009 Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
I BY:—
codance with cite 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions
and protective covenants are required for Low Density Residential Subdivisions where lots will be
subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level.
I, Randy Allen acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Summerhouse on Everett Bay
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SWB 060509 , as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is (See Attachment) square feet This allotted
amount includes any built -upon area constructed within the lot property boundaries, and that portion
of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes,
but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but
does not include raised, open wood decking, or the water surface of swimming pools.
® 7. in the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30 foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at least 30 foot from the mean high water mark of surface waters.
e9 Nvi27-/% L�`1� Za/�r %u T /NC. 1.
Signature: Date: T0,.1 30� • 3a.%4
I , --b— _ [ 4 -1� L M CD r- 4-1- - 4_ , a Notary Public in the
State of ��- 1, �cc /• . _ , County of l- czax
do hereby certify that 4aj.(- X/4-1-11 personally appeared
before me this the 0 da of 20 9 and acknowledge
the due execution of the foregoing instrument. Witness
hand and official seal, SEAL ;.
ac llyd �.c o� ' • ,�
T— Signature
My Commission expires J'r 2-ot"G, bIANi= L. MORiuIAK'
Notary Pubic .
State of South Carolina
Form DRPC-5 Rev,1 Page 1 of 1 My Commission Expires January g, 2016

•
•
•
l

cl
Permit No. ;.SLc r' 06.050
(to be provided by D TVOj
State of North Carolina s�Lkvp
Department of Environment and Natural Resources
Division of Water Quality �� mo �
g [C)q
STORMWATER NIANAGEMENT PERMIT APPLICATION FORM
VET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basi«
supplement for each basin, design calculations, and plans and specifications showing all basin and outlf
structure details.
I. PROJECT INFORMATION
Project Name: Summerhouse on Everett Bay
Contact Person: Carl C. Huddle, PE Phone Number: 252 1 633-2424
For projects with multiple basins, specify which basin this worksheet applies to: Spicer Lake' s► la
elevations
Basin Bottom Elevation 8.00 ft.
Permanent Pool Elevation 17.00 ft.
Temporary Pool Elevation
18.00 ft.
(door of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 1,202,610.00 sq. ft. (water surface area at the orifice elevation)
Drainage Area 141.11 ac. (on -site and off -site drainage to the basin)
Impervious Area 71.15 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 8,714,253.00 _ Cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 1,220,676.00 Cu. ft. (volume detained above the permanent pool)
Forebay Volume 756,122.00 cat. ft. (approximately 20% of total volume)
Other parameters
SAIDA4
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SUW-102 Rev 3.99
2.7 (surface area to drainage area ratio from DWQ table)
6.25 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 95% required)
Page 1 of 4
rtmenI`gym"
IM
AUG 0 6 2009

Footnotes:
I When using the Division SA/DA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the .
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BNIP manual provides design tables for both 83% TSS removal and 90% TSS renioval.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of .Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H . 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants I itials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
CIP c. The temporary pool controls runoff from the design storm event.
G d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3.1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
�. i. Vegetative cover above the permanent pool elevation is specified.
C;f j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
L� in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) does X does not incorporate a vegetative filter at the outlet.
This system (check one) does X does not incorporate pretreatment other than a forebay.
Form SWU-lot Rev 3.99 Page 2 of 4
0

i
Nlaintenance activities shall be performed as follows:
1, After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash acczlmulation,
vegetated cover; and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment 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 read ily.penetrate into accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Ull in the blank)
Permanent Pool Elevation 1$.00
Sediment Remo al El. 14.25 7_ /o
1 Sediment Removal Elevation 13.5 , 75%
°______________________________________________-------------------------- --------
Bottom Elevat n 13• 5 /o ]�,Q �25°/ Dottom Elevation
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.
Form SWU-102 Rev 3.99
Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and aQrce by my signature below that I am responsible for the performance of the serer[
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Randy Allen
Title: President
Address: 110 Matthews Station Street, Suite 2n, Matthews, NC 28105
Phone:[phone]
Signature:
Date: - 15- a F
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
a Notary Public for the State of Al �—
County of_ (Laj-x�,1 do hereby certify that_&Z-4mr - 41
personally appeared before me this � day of -zoo6 ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, •
SEAL
My commission expires 4 --z/— f a
LI
Form SWU-102 Rev 3.99 Page 4 of

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Summerhouse on Everett Bay, Onslow County NC
BMP drainage area number: •-'R
Print name:. Randy Allen
Title: President, R .4. Nb _TL_)E!/EGd P%%W6) 'r
Address: 3129 Saringbbank Lane, Suite 200, Charlotte, NC 28226__
Phone:
Signati
Note: The legally responsible parry should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president_
a Notary Public for the State of
County of CO Qc-IJ &-i-e 6 u.-� do hereby certify that
R,,vpersonally appeared before me this
day of �c,_ , . Zo o 9, and acknowledge the due execution of the
forgoing wet detent n basin maintenance requirements, Witness my hand and official
seal,
SEAL
My commission expires_ / f 2_2 Z 2,�).l Izz
Form SW401-Wet Detention Basin O&M-Rev-4
Page 4 of 4
AUG 0 6 2009

Permit No. 50 -' G�CJ(C050'
i (to be provided by D {1'Q)
State of North Carolina W5SLLE1>
. Department of Environment and Natural Resources (Y�01)
Division of Water Quality
S �09
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
7 his form may be photocopied for use as an original
QWQ Stormwater Management Plan Review:
A complete stormwater management.plan submittal includes an application form, a wet detention basi.�.
supplement for each basin, design calculations, and plans and specifications showing all basin and outlf�+
structure details.
1. PROJECT INFORMATION
Project Name: Summerhouse on Everett Bay
Contact Person: Carl C. Huddle, PE Phone Number: L252__] 633-2424
For projects with multiple basins, specify which basin this worksheet applies to: Katydid Pond
elevations
Basin Bottom Elevation 11.00 ft, (floor of the' basin)
Permanent Pool Elevation 17.00 ft. (elevation of the orifice)
OTemporary Pool Elevation 18.00 fit. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 91,122.00 sq. ft.
Drainage Area 14•84 ae.
Impervious Area 11.49 ac.
volumes
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
Permanent Pool Volume 279,078.00 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 85,803.00 cu. ft. (volume detained above the permanent pool)
Forebay Volume 66,224.00 cu. ft. (approximately 20% of total volume)
Other parameters
SAIDAi 3•26 (surface area to drainage area ratio from DPF!Q table)
Diameter of Orifice 3.0 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal 2 90 % (minimum 85% required)
is TzP_'eMV1ST3
Form SM-102 Rev 3.99 Page 1 of 4 AUG 0 6 2009
M

Footnotes:
l when using'the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non- !
standard. table entries.
3 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90910 TSS removal. The NCDENR 13NIP manual provides design tables for both 85°o TSS removal and 909,o TSS renwval.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Nfanaaement Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H . 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants nttials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to"20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
C% e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations) •
E The basin length to width ratio is greater than 3:1.
' g. The basin side slopes above the permanent pool are no steeper than 3.1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
n j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
I
basin is specified prior to use as a wet detention basin.
i in. A mechanism is specified which will drain the basin for maintenance or an emergency.
Ill. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) floes X does not incorporate a vegetative fitter at the outlet.
This system (check one) does X does not incorporate pretreatment other than a forebay. ,•
Form SWU-102 Rev 3.99 Page 2 of

0. Maintenance activities shall be performed as follows:
I . After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetativ,,
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintai .
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed o:
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality O X
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 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment shall.be removed.
BASIN DIAGRAM
(fill in the blank)
Permanent Pool Elevation 17.0
Sediment Remo al El. 12.5 '7 /v
--------------------------- Sediment Removal Elevation 12.5 75%
Bottom Elevat n 11 Q 5%
------------ ------------ - - - - - - - -
I3attoArn Elevation 1 i.0 125°/
EOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 54% 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 throul;i_
the emergency drain shall be minimized to the maximum extent practical.
•
Corm S WLI-102 Rev 3.99 Page 3 of 4

T All components of the wet detention basin system shall be maintained in good working order.Ilk
I acknowledge and agree by my slanature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify D WQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Randy Allen
Title: President
Address: 110 Matthews Station Street, Suite 2 D, Matthews, NC 28105
Phone: [phone]
Signature:
Date: 4- M - o &
N Ote: The legally responsible party should not be a homeowners association unless more than 500/a of the lots have been sold and a
resident of the subdivision has been named the president. .
1,44-a�)e u , a Notary Public for the State of Al C
k.
County of. CJZa_c .�1 , do hereby certify that egzx _
personally appeared before me this 15.411 day of_jL"E_ ,and acknowledge the.due
execution of the forgoing wet detention basin maintenance requirements. Witness my -hand and official seal,
o� pTaRIF
P
��oUM1'ry, NOttt'� G�
SEAL
My commission expires
Forrn 5WU-102 Rev 3.99 Page 4 of 4

Permit Number,
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name; Summerhouse on Everett Bay, Onslow County, NC
BMP drainage area number: Wb fll1Ai . !f
Print name: Randy Allen
Title: President, R •P,-Na2'TA _Ic-05-4d%-
Address: 3129 Springbank Lane, Suite 200, Charlotte, ,NC 28226
Date: _// _75/ / Y
Note: The legally responsible party should not be a homeowriers association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president_
,¢ICY ✓ a 11v" , a Notary Public for the State of
9 e-W nr I . eI A 'Couhty0fOCIOv-4J"Z�4 do hereby certify that
f �a.•s a 4 (�LC.67-� personally appeared before me this 5
day of _J o 2, and acknowledge the due execution of the
forgoing wet deten n basin maintenance requirements. Witness my hand and official
seal,
•.•a 'Jan Cy J. Moq,,_
Nafa
`� Heckle r.?ur; Ca' 7. NC
SEAL
My commission expires 2—L 2­0 Y 'tz'
Form SW401-Wet Detenfion Basin O&M-Rev.4
Page 4 of 4
AUG 0 6 2009

Permit No. 5;�U QOCuU q._..
("to be provided by D YiQ)
State of North Carolina ks
;. Department of Environment and Natural Resources '.E* MOD
Division of Water Quality aloq
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thisform may be photocopied for use as an original
DWQ Stormwater Management Plan Review;
A complete stormwater management plan submittal includes an application form, a wet detention bashi.
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: Summerhouse on Everett Bay
Contact Person: Carl C. Huddle, PE Phone Number: L252) 633-2424 _
For projects with multiple basins, specify which basin this worksheet applies to: Twining Rose '.3
elevations
Basin Bottom Elevation 9.00 ft. (floor of the basin)
Permanent Pool Elevation 15.00 ft. (elevation of the orifice)
!. •Temporary Pool Elevation 16.00 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 191,639.00 sq. ft. (water surface area at the orifice elevation)
Drainage Area ' 48.27 ac. (on -.site and off -site drainage to the basin)
Impervious Area 18.13 ac. (on -site and of -site drainage to the basin)
volumes
Permanent Pool Volume 873,166.00 Cu. ft. (combined volume of main basin and forebay)
Temporary fool Volume 197,291.00 cu. ft. (volume detained above the permanent pool)
Forebay Volume 171,835.00 cu, ft. (approximately 20% of total volume)
Other parameters
SA/DAi 2.0 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 4.0 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal 1 90 % (minimum 85% required)
0 :CF111-VE�113
Form SUW-102 Rev 3.99 Page I of 4 AUG 0 6 2009

Footnotes-
10
I When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for nonAD
-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative Filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR B,NriP manual provides design tables for both 85% TSS removal and 90"a TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Praclices .Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section; IS A NCAC 2H . 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
_ a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
6'(% d. The temporary pool draws down in 2 to S days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3: 1.
h. A submerged and vegetated perimeter shelf with a slope of 6: I or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
CI j. A trash rack of similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right -
of way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) does X does not incorporate a vegetative fitter at the outlet.
This system (check one) does X does not incorporate pretreatment other than a forebay.
Form SWU-t02 Rev 3.99 Page 2 of 4
Ile

Maintenance activities shall be performed as follows:
l . After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs witlii;
2 to 5 days as designed.
Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maint, ;
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
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 5.25 feet in the main pond, the sediment shall be removed.
t" •
When the permanent pool depth reads 3 feet in the forebay, the sediment shall be removed.
0
Sediment Remo\,al El. 12.9
- -------
----•---------
---
Bottom Elevat n t t.0
FOREBAY
BASIN DIAGRAM
(fill in the blank)
Permanent Pool Elevation 15.0
Sediment Removal Elevation 9.75
Bottom Elevation 8•0
MAIM 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.
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.
corm S WU-102 Rev 3.99 Page 3 or 4

7. All components of the vet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature belo%v that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Randy Allen
Title: president
Address: 110 Matthews Station Street, Suite 2D, Matthews, NC 28105
Phone: [phone]d01 V
Signature:
Date: .6 - �O- o 6
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, .c. IA LIP I, �• �a�u� , a Notary Public for the State of ��--
County of _ aam.L'6) _ _-, do hereby certify that TT_ . /I,'% _
personally appeared before me this _ day of o200 6 ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
o�RptHY. 9, AA�Y
�Tq9��
CpUNry N.0RlNG
My commission expires
SEAL,
S--2)— /p
Forrn SWU-102 Rev 3.99 Paged of 4

i.
Permit Number: IS 03 '�6y �O
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party,
Project name: Summerhouse on Everett Bay Onslow County, NC
BMP drainage area number: iW [ S( ?i `a C44 AP -EA M in.
Print name: Randy Allen _
Title: President, R . Wb tzrA _L>E 0E46 AlLe) 7- _QJC, .
Address: 3129 Snringbank Lane, Suite 200, Charlotte, NC 28226 _.
Date: /f/ / Q Y
/ . fir. _,,,
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president_
I, _�i¢/�(Cy ,/ fo 22 /�Ir/h , a Notary Public for the State of
�j nn
1 � r_(�X W !za t o a , County of Qc_� rrn 6 do hereby certify that
Rio,i *a_, personally appeared before me this.
St
day of .-..1 7,co 9 , and acknowledge the due execution of the
forgoing wet deten n basin maintenance requirements. Witness my hand and official
seal,
W-1
aSf Sep! 24, 201J Ij
SEAL
k'�� 3yr__P� 1_16_�
My commission expires �Z-t/ ! '� mlI 0 6 2009
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

CAROLINA
ENGINEERS. PA
DATE:
CAROLINA ENGINEERS, PA
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
8/5/2009
LETTER OF TRANSMITTAL
TO: NCDENR Express Permitting, NCDWQ
127 Cardinal Drive Ext.
Wilmington, NC 28405
FROM: Carl Huddle, PE
ATTN:
REF:
WE ARE
SENDING:
JOB NO: Summerhouse
,-
AUG 0 6 2009
S t� Defy Y4op
Ms. Mary Jean Naugle
Summerhouse on Everett Bay
Stormwater Management Permit Modification
X Attached
_ Drawings
_ Specifications
_ Separately
Change Order
Prints
Samples
— Test Reports
X Plans
Copy of Letter
COPIES
DATE
NUMBER
DESCRIPTION
1
8/5/2009
NIA
Permit Mod, New Drainage Areas
1
8/5/2009
NIA
Wet Det Basin - Spicer Lake Drainage Area No. 1
1
8/5/2009
NIA
Wet Det Basin - Katydid Pond Drainage Area No. 2
1
8/5/2009
NIA
Wet Det Basin - Twining Rose Drainage Area No. 3
1
8/5/2009
NIA
Wet Det Basin - Painted Lady Drainage Area No. 4
1
8/5/2009
NIA
Wetland - Boat Ramp Drainage Area No. 5
2
8/5/2009
Sheet D-1
Revision 4 - Added Boat Ramp & Stora a Sections
2
1 8/5/2009
Sheet G-11
Revision 4 - Added BMP Numbering
2
8/5/2009
Sheet G-15
Revision 1 - New Sheet
2
8/5/2009
Sheet G-16
Revision 1 - New Sheet
X
For Approval
For Your Use
Approved as Noted
As Requested
For Bids Due by: _
Other:
Approved as Submitted
Returned for Corrections
For Distribution
For Review and Comment .
REMARKS: Please call or send email, if you have any questions.
AIP� Thank you for your assistance, Carl
io
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com
J

h
•
•
0
Date Received
"SE ONLY
Paid Permit Number
J ISZ B C)(' Uc
Applicable Rules: 42-Co—astal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that Apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Summerhouse on Everett Bay _
2. Location of Project (street address):
SR1534
City:HollRidge _ County:Onslow Zip:28445
3. Directions to project (from nearest major intersection):
From Hwy. 17 in Holly Ridge, Onslow County, take SR138 to SR1534. Project is located 3.0 miles on SRI534.
4. Latitude:710 46' 00" N Longitude:180 46' 00" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSWB 060509 , its issue date (if known)7/10/2006 , and the status of
construction: ❑Not Started ®Partially Completed* Q Completed* *provide a designer's cerhi cation
2. Specify the type of project (check one):
❑Low Density []High Density ❑Drains to an Offsite Stormwater System ®Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, SWB060509 and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
®CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 384 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: (Same Project Name) - CAMA Permit #17706 (11/2/2006) ^�
Sedimentation/Erosion Control - #ONSLO-2006-401 (5/312006) & #ONSLO 2007-129 (10/23/06)
AUG o 6 2009
Form SWU-101 Version 07July2009 Page 1 of 6 BY:

J1I. CONTACT INFORMATION
•
0
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Randy Allen, R.A. North Development 1. Inc.
Signing Official & Title: President
b.Contact information for person listed in item 1a above:
Street Address:3129 Stringbank Lane, Suite 200
City: Charlotte State: NC Zip: 28226
Mailing Address (if applicable): 3129Sl2ringbank Lane Suite 200
City: Charlotte State: NC Zip: 28226
Phone: [phone] Fax: ( 704 _} 321-9823
Emaii: rallen®ramanagement.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
i] Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Randy Allen R.A. North Development 1 Inc.
Signing Official & Title: President
b.Contact information for person listed in item 2a above:
Street Address: 3129 Sorinebank lane. Suite 200
City: Charlotte State: NC Zip: 28226
Mailing Address (if applicable):
City: Charlotte State: NC Zip: 28226
Phone: ( 704 } 321-0401 Fax: ( 704 ) 321-9823
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/O
ECEI'�E
D
Signing Official &Title: Project Mana er H
Q�
b.Contact information for person listed in item 3a above:
Mailing Address:_ 3I29 Springbank Lane, Suite 200 ORO i ft DWQ
City: Charlotte State: NC Zip: 28226
Form SWU-101 Version 07July2009 Page 2 of 7

r:
Phone: (_843 _) .839-7800 Fax: ( 843 ) 839-7840
• c
[e-mail]
4. Local jurisdiction for building permits: Holly Ridge, NC T _
Point of Contact:Building Inspector
IV. PROJECT INFORMATION
Phone #: ( 910 ) 376-5001 _
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
See Enclosed Narrative
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development PIan or PUD Approval Date: 7/10/2006
❑ Valid Building Permit Issued Date: 7/10/2006
® Other: Storwa ter Permit SWB060509 Date: 7/10/2006
b.Identify the regulation(s) the project has been designed in accordance with:
® Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 515 acres
5. Total Coastal Wetlands Area: 118.57 acres
6. Total Surface Water Area: N/A acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 476.87 acres 1`Oi?ai' tMArL PF,2*ttT�
Total project area shall be calculated to exclude thefollowing. the normal pool of impounded structures, the area
between file banks of streams and rivers, the area below the Normal Higli Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 23.06
9. How many drainage areas does the project have?5 (For high density, count 1 for each proposed engineered
stormwater BMP, For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
DECE0VE
U
AUG 0 6 2009
DWa
Form SWU-101 Version 07July2009 Page 3 of 7 PAOJ #

Basin Information
i
Draina Area
Drainage Area
Drainage Area _
Drainage Area
Receiving Stream Name
See Attached
See Attached
See Attached
See Attached^
Stream Class *
See Attached
See Attached
See Attached
See Attached
Stream Index Number *
See Attached
See Attached
See Attached
See Attached
Total Drainage Area (sf}
See Attached
See Attached
See Attached
See Attached
On -site Drainage Area (sf)
See Attached
See Attached
See Attached
See Attached
Off -site Drainage Area (sf)
See Attached
See Attached
See Attached
See Attached
Proposed Impervious Area"*(so
See Attached
See Attached
See Attached
See Attached
% Impervious Area** total
See Attached
See Attached
See Attached
See Attached
Impervious" Surface Area
Drainage Area _
Drains Area
Drains Area _
Drains Area
On -site Buildings/ Lots (sf)
See Attached
See Attached`
See Attached
See Attached^
On -site Streets (so
See Attached
See Attached
See Attached
See Attached
On -site Parkin (so
See Attached
See Attached
See Attached
See Attached
On -site Sidewalks (so
See Attached
See Attached
See Attached
See Attached
Other on -site (sf)
See Attached
See Attached
See Attached
See Attached
Future (so
See Attached
See Attached
See Attached
See Attached
Off -site (so
See Attached
See Attached
See Attached
See Attached
Existing BUA*** (so
See Attached
See Attached
See Attached
See Attached
Total (so:
I See Attached
See Attached
See Attached
See Attached
* Stream Class and Index Number can be determined at: littp://h2o.enr.state.nc.us/bims/regortsreportsWB.htntl
** lift ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BUA flint will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11, How was the off -site impervious area listed above determined? Provide documentation.
0 No off -site impervious areas drain into site. T
Protects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0b00.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from h2p://h2o.enr.state.nc.us/su/bml2 forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.usZsulbmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by
locating project on the interactive online map at httl2:/Zh2o.enr.state.nc.us/su/msi ma s.htm.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://h2o.enr.state.nc.us/sufbmp forms.htm.
Init'
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. /
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to r�
httl?://www.envhelp.orLpages/onestopexpress.htmi for information on the Expres o amp E � V E
and the associated fees. Contact the appropriate regional office Express Permit Coord COP '
additional information and to schedule the required application meeting.)
AUG 0 6 2009
Form SWU-101 Version 07July2009 Page 4 of 7
DWQ
PROJ 4

Revised Basin Information
Revised Total Drainage Area
Receiving Stream Name
Spicer Bay/Everett Bay/Kings Creek - Restricted Area
Receiving Stream Class
SC, Sw, HQW
Drainage Area
20,772,565
Existing Impervious Area
0
Proposed im ervious Area (Total)
4,789,131
Impervious Area (Total)
23.06
Impervious* Surface Area
Total Drainage Area
On -Site Streets
961,561
On -Site Sidewalks & Parking
180,286
Club House Site & Parking
95,429
Lake Caroline Parking
5,175
Spicer Park Pavilion
3,746
Post Office Site
6,249
Boat Ramp Parking
17,386
Tennis Court/Walks
15,166
Boat Storage
69,000
Lots
3,383,300
Future Development
51833
Total:
4,789,131
A1�G 0 6 Z009

r�
r�
L
e
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for ellf
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations. 45;0
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/ Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (PIease identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl l" copy of the MRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to vertfij the SHWI' prior
to su6rndtal, (910) /90-7378.)
10. A copy of the most current property deed. Deed book: 51 /51 Page No: 21$ 106
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http1Jwww.secretarystate.nc.us/Corporations/CSearch.asi2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http:/lh2o.enr.state.nc.us/sulbmp forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
oECEIVED
AUG 0 6 2009
Form SWU-101 Version 07July2009 Page 5 of 7 DWQ
PROJ #

. VIII. CONSULTANT INFORMATION AND kUTHOlkIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
• consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: _ pluS Gl.f 4TEK, PE
r1
u
Consulting Firm: QT t~AA'ATa^rli, ,-a. t.a, I NC • _
Mailing Address: 4te W i
City: rim
Phone: (- fie } 9AI -rL�
Email: _ - au c' o
State: IBC, Zip: 7,367-1
Fax: ( 767,. )_ is I L- '&611--
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section) Reind 14 h en , '?re"� ac k
I, (print or hype name of person listed in Contact Information, item 2a) tr -Der A 1-^hfy that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, itent 1a) en I P Rre,.iA, with (print or hjpe name of organization listed in
Contact Information, item 1b) N 106-develop the project as currently proposed. A copy of
the lease agreement or pending property sales lontract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil enalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
f2 . � • hJCn2 i H 17�V�Zvl�iti� icJ T Itlt� S
Signature: 3��� N' Date: TU `�t t'�`t
a 4-C Zvi O I -At <xA/ a Notary Public for the State of-6c— 4 ���tf� County of
cz2ti do hereby certify that �c �c, �� personally appeared
before me this,-3Q day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
•
rf
4
'IJ
0 . . . 0
DIANE L. MORMAK
SEAL Notary Pubk .
State of South Carolina
My Commlesion Expires Janwry 9, 2016
My commission expires ZO ! (O
Form SWU-101 Version 07July2009 Page 6 of 7
E C E G V E
AUG 0.6 LU"Af\09
DWO
F RO.J #

L-J
•
U
X. APPLICANT'S CERTIFICATION T fz-pinc(� allen �rc�iC,E�r'1
1, (print or hjpe name of person listed in Contact Information, item 2) RO
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
R- k1 - tJ09 r 7t D-;7*Vsccs j0wttavT JNC. I
,�J f i
Signature:. /�--� / _ - ,OreSI i)� N� �u -- - - _- _ Date: 1 3 � `` � � 9
I, j� r4.c 9 .L My r ��� a Notary Public for the State of.S0-4-k CeavwLLtis`ounty of
do hereby certify that G t�-[rl personally appeared
before me this V day of 2-zW and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, 6Ca�-
DIANE L. MORMAK
Notary Public
SEAL State of South Carolina
My CammISSIOn Expires January 8, 2010
My commission expires � "t / Zd <�_
pECEIVE
AUG 0 6 2009
DWQ
PROD #
Form SWU-101 Version 07July2009
Page 7 of 7

tilt
m
0

lffD'�
Permit No. S00OUDE509 Mof)
AUG o 6 2Q09 (to be provided by DWQ)
® State of North Carolina e?kL'G G9
BY: Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 211 .1002(18). Low density requirements and density factors can
be found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ BM Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
1. PROJECT INFORMATION
Project Name : Summerhouse on Everett Bay
Contact Person: Randy Allen, President Phone Number: 704 321-0401
Number of LotsJ 029 Allowable Built Upon Area (BUA) Per Lot*:See Attached Table
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase lI Post -Construction (non -SA) only)
11. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects.(http://h2o.enr.state.nc.us/su/bmp_forms.htm)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density- Rev. 3-2/10/09 Page 1 of 5

f
Calculation:
r
L
For uniform lot sizes:
SA: ft2 x DF: — RA: ft2 — (OA: ft2 = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 20772565 ft2 x DF: 30/100) — (RA: 961561 ft2) — (OA: 392870 ft2) = Total allowable lot BUA =
3630995ft2
b. Total BUA from lot listing: 3,383,300sf. b must be:5 a
II1. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale desien information based on the 10-vear storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(efs)
Slope
(%}
Vallow
(fps)
Vactual
(f s}
Flow
Depth ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2a
Form SW401-Low Density-Rev,3-2/10/09 Page 2 of 5

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-21 1.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
Plans a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a� Jwide vegetative
buffer adjacent surface waters is provided.
44 NIA b. tFor HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer is
provided adjacent to surface waters.
NIA c.'For Phase II Post -Construction projects: All built upon area is located at least 30 feet landward
of all perennial and intermittent surface waters.
4 Appendix d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
[I SW401 e. Built upon area calculations are provided for the overall project and all lots.
6a NIA f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
6WI Plans g. Side slopes of swales are no steeper than 3:1; or no steeper than 5: I for curb outlet swales.
_,eWl Plans h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations for
shear stress and velocity are provided if slope is greater than 5%.
NIA i. - At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
NIA j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ftls).
a_ NIA k. Swale detail and permanent vegetation is specified on the plans.
_Z10 NIA 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
Plans m. Swales are located in recorded drainage easements.
N/A ri.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
NIA o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
1 ' NIA p.ft Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
Form SW401-Low Density- Rev.3-2/10/09 Page 3 of 5
AUG 0 6 t009

•
•
•
tt Only complete these items for projects with curb outlets.
Form SW401-Low Dens ity- Rev.3 -2/10/09 Page 4 of 5

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or,"scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Randy Allen, President
• Address:3129 Springbank Lane, -Suite 200, Charlotte NC 28226
Phone:[phone] Date: <U 1 v1
p. Na�2 TN ��V�LUP��.Ct 7,/.UC•
Signature:���
Note: The legally responsible party should not be a honteowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
1, le t' d r k , a Notary Public for the State of �� .o .aunty of
do hereby certify that ,� A-j 1-r'l personally appeared before me this 36k`
day of Z U mil, and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
DIANE L. MORMAK
Notary Public
Notary signature State of South Carolina
My Commission Expires January 9, 2016
t,
SEA), _ My commission expires jq r Zolr�
D E C E 0 V E
AUG 0 6 2009
Form SW401-Low Density-Rev.3-2110109 Page 5 of 5 DWO
PROJ 0

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Naugle, Mary r"
From: Naugle, Mary p I N l -);5 fir~ Cr-0
Sent: Tuesday, August 04, 2009 4:20 PM �� 8
To: [e-mail]; 'Carl Huddle'
Subject: SW8 060509 Modification Summerhouse Stormwater
Carl;
Please provide the following for the state stormwater application:
Please demonstrate how the constructed wetlands will stay wet. The BMP section 9.3.1(2)(1) requires that the
deep pools are at least 6 inches below the seasonably low water table, or (2) a clay liner is installed such that the
n _ l- � infiltration rate is at least 0.01 in/hr. The soil report dated July 29, 2009 indicates the "SLWT to be around 6
�}' feet from the existing soil surface at both bore locations with infiltration rate in the range of 4-6 in/hr." The
plans[#G-10] indicate the existing contours around the constructed wetlands bmp are about 6 or 7 ft elevation.
The SLWT is 6 ft below existing grade according to the soil report. The supplement proposes the top of deep
pool at 3ft elevation. Please clarify or provide a clay liner on the constructed wetlands as required by BMP and
of a natural material at least one foot in thickness and having a hydraulic conductivity of no greater than 1 x 10-6
centimeters per second when compacted.
L,Y Please demonstrate how the adjacent wetlands on the west side of the constructed wetlands will not be
drained. The elevation of the adjacent wetlands is about 5-6 ft elevation. The top of the deep pool is 3.5 foot.
It appears the adjacent wetlands will be drained unless a clay liner is provided. SHighWT, SLowWT, and
wetlands elevations are all a balance on these bmps with the top and bottom elevations!
/As we discussed this morning in the meeting, please also provide:
'3' Provide PE certifications on bmps that are in drainage areas with impervious areas constructed within the
common plan of development. If all bua is not built according to plans because of phasing, please note on the
PE cert forms. If you have updated items on the plans from the existing permit, please note on the PE cert form.
L4' Include the note on the deed restrictions for the 401 wetlands requirement per Joanne Steenhuis. Include the
draft with this submittal for the amendment to be recorded.
ty. Provide proposed contours, spot elevations, finished floor elevation, pipe inverts, etc... to demonstrate that
runoff from all impervious areas are routed to the bmp.
LEr! Details for roads, parking, sidewalks dimensions and slopes including gravel areas on the plans. [section for boat
/parking]
�-7. Dimensions with foot print for bua on the plans.
Label open slatted raised decking on the plans.
Provide consistent number for bmps on all documents. We do need consecutive numbers within the permit.
The public database that DENR uses requires drainage areas and bua to be recorded with a number on it with
only 2 characters. So you names may be maintained, but we also need a number. Two of the ponds had the
" same numbe 10 n the plans. [twining rose and katydid].~
a-d Roof drainage must be directed to the pond. Show the roof drain collection lines on the plan. [clubhouse, post
office, etc...].
s11/Demonstrate on the plans that the runoff from the tennis courts is in a sheet flow manner to vegetated areas
and not collected to single points since this is a drainage area without treatment.
As you mentioned this morning, you were going to overnight this to me on Wed for delivery on Thursday. If you are not
able to, please let Janet Russell know at 910-796-7303.
Thank you,
Mary Jean Naugle
NC DENR Express Permitting
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NC®ENR
!ko� 00005-0c,
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
Su.lor;14 4-61
For DENR Use ONLY [�
Reviewer: g, ;d',
submit: G-- �'W%
Time;y. %o
confirm: `7 —5�
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan PDF file and vicinity ma same items expected in the application Package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson
ncmail.net
• Fayetteville or Raleigh Region -David tee 919-791-4203; david.lee(@ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or atrick. ro an ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or [e-mail]
• Wilmington Region -Janet Russell 910-350-2004 or janet.russellOncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW 060509
SW
SW
SW
SW
Cl: 3 p --
Project Name: SUMMERHOUSE ON EVERETT BAY County: ONSLOW
Applicant: MR. RANDY ALLEN Company: R.A. NORTH DEVELOPMENT, 1, INC.
Address: 3129 SRINGSANK LANE City: CHARLOTTE, State: NC Zip: 28226-_
Phone: [phone], Fax: [phone], Email: 'HBenitei@RAMana ementinc.com
Physical Location:HOLLY RIDGE ROAD, HOLLY RIDGE, NC
Project Drains into KINGS CREEK REST. AREA waters — Water classification SC SW HQW (for classification see-
ht(p://h2o.enr.state.nc,usibims/reports/reportsWB.htm1)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N , within Yz mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? Y
Engineer/Consultant: CARL HUDDLE, PE Company: CAROLINA ENGINEERS PA
Address: PO BOX 1595 City: NEW BERN, State: NC Zip: 28562-_ E C E d d
Phone: [phone], Fax: [phone], Email:[e-mail] n
SECTION ONE; REQUESTING A SCOPING MEETING ONLY JUL Q 9 2009 U
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMIT# DWQ
❑ 401 Unit ❑ Stream Origin Determination: _# of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 4 # Treatment Systems ❑ High Density -Infiltration — #Treatment Systems
® High Density -Bio-Retention 14 Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD: ElMajor ® Minor ElPlan Revision ❑ Redev. Exclusion SW 8060509 (Provide permit 0)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1 acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopina and express meeting reauest
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acres)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ® Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
****+++********* ++,+,+*******++*+*++*++*+**+*+++•*++++*For DENR use only+*++*++******+**+++++++++*+***+*+++++*+*+++*****+.+*+**+++**
Fee Split for multiple permits: (Check k ___) Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min]
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
i
I
$
LQS
$
Stream Deter,_
$
�PiCd TU liL�\OT,-asA
NCDENR EXPRESS March 2009

Russell, Janet
From: Carl Huddle [e-mail]]
Sent: Thursday, July 09, 2009 8:38 AM
To: Russell, Janet
Cc: Gene Euchler; C. Tyrus Clayton, Jr., PE; Lonnie Dow
Subject: RE: BMP Website Updates
Attachments: EXPRESS Request 8-4-09.doc
Dear Mrs. Russell:
Please find attached the Express Request Form for our submittal meeting at 9:30 on Aug. 4, 2009. We appreciate the
guidance we received in the scoping meeting yesterday and look forward to the submittal meeting and resolving all
outstanding issues. We understand the fee for express review for Erosion Control and Storm Water is $4.500.00 (plus
additional disturbed acres) payable at the submission meeting.
Thanks,
Carl Huddle
252-633-2424
252-636-7529
From: Russell, Janet [mailto:[e-mail]]
Sent: Wednesday, July 08, 2009 11:51 AM
To: Carl Huddle
Subject: FW: BMP Website Updates
Carl, this was in my "in emails" when I got back into my office after our meeting.....
Janet
From: NC BMP Manual Updates [mailto:[e-mail]]
Sent: Wednesday, July 08, 2009 11:13 AM
To: [e-mail]
Subject: [StormwaterBMPManual] BMP Website Updates
The main application form SWU-101 has been revised and greatly improved. The revised form is available on the BMP
Forms & Supplement Website: http://h2o.enr.state.nc.us/su/­�bmp forms.htm
There is also a link directly below the revised form that opens up an instruction sheet to help make it easier to fill out
SWU-101. As always, any questions about completing the form should be directed to the office that will be reviewing
the project (Regional Offices or Central Office). Please always check the website to be sure you are using the most
current version of the forms and manual.
Do not reply to this email. To unsubscribe, send an email to the following address with
1.unsubscribe" in the subject line: stormwaterbmpmanual-subscribeplists.ncmail.net. To
subscribe, send an email to the following address with "subscribe" in the subject line:
stormwat,[e-mail].
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.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

S C LfAL O
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S. The enclosed revised drawings now reference a raised, wooden, open -slatted
bodr'dwalk to be constructed within the limits of the stream buffer. It is our
understanding that wooden posts, supporting the boardwalk are allowed within
the buffih
6. These changes have been made and are reflected on the enclosed documents.
1
7. We have add • notes to the grading plan that direct the Contractor to release the
discharge fro rainwater leaders (gutter downspouts) to grade so that the runoff
may, diffuse and\c ntinue as sheet flow�to swales or across stream buffers.
8. These revisions arc reflected in the revised documents.
I trust that tA enclosed documents address all �f your comments: Please contact me if I
can answer any questions or provide you with any additional information, Once again,
thank you for helping us through this permittin f process. You have been very helpful
throughout theiprocess. 1
incerely,
Associates
Thorns J. Davis, PE, CPESC
Enclosure

+Naugle, Mary
From:
Naugle, Mary
Sent:
Tuesday, June 30, 2009 10:52 AM
To:
Carl Huddle
Cc:
Gene Euchler; Lonnie Dow; Steve Baker
Subject:
SW8 060509 -Summerhouse Stormwater NOV 2009 PC 0529
Carl;
RE: your memo below
This project was permitted as overall low density with treatment for pockets of high density designated in the amenity
area and parking areas by the water. Your proposal below of swales for the parking area is not treatment for pockets of
high density in accordance with the rule or bmp and there must be no direct discharge to SA waters.
Please consider the following for this project in addition to the requirements of the permit, rules and bmp:
Treatment for built -upon area (bua) in areas designated as pockets of high density,
all bua must be above the MHWL,
delineate the MHWL on the plans,
low density areas must maintain a 30ft setback between bua and MHWL,
only water dependent structures are allowed within the stormwater setback or other buffers adjacent to waters [ boat
ramp],
no direct discharges to SA waters,
to demonstrate no direct discharge to SA waters, stormwater outlets must be routed to a level spreader and vegetated
strip at non -erosive velocities in a diffuse manner - in accordance with bmp and applications will include the;
supplement, calculations, 0&M, & delineation on the plans,
soil report for engineered systems,
SHWT delineation on the plans,
pockets of high density are determined for the vegetated areas around the proposed bua and determined considering
the drainage area and routing of stormwater to surrounding vegetated areas — not collected and routed away,
LAMA,
401 wetlands, and
Land Quality, etc....
You asked below if I "see a problem" with the bua tables that were attached, but I am not able to review the permit
conditions without the specifics of drainage areas, stormwater controls and routing, plans in addition to the proposed
bua that you included on the tables.
We can discuss the details for scope of the project at the meeting next Wed, July 8 at 10 a.m. in the DWQ Wilmington
office.
Modifications to existing permits with treatment for high density are $4000 in the express program when the
stormwater treatment systems must be reviewed on the application, supplements, calculations, plans, and the permit
must be rewritten to include the treatment for bua in areas of high density. If there are minor changes to an existing
high density permit, then a minor modification in the express program is $2000.
In addition to the rules and bmp, the stormwater application checklist is helpful to complete the stormwater application
and is on the web at:
http://h2o.enr.state.nc.us/su/bmp forms.htm.
http://h2o.enr.state.nc.us/su/documentslcheckIistrev-1.pdf.

�z
72
0
CN

Mary Jean Naugle
NC DENR Express Permitting
NCDivision of Water Quality
127Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
mars naugle6)ncdenrYcLo v
Please note: 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: Carl Huddle[mailto:[e-mail]}
Sent: Monday, 3une 29, 2009 10:58 AM
To: Naugle, Mary
Cc: Lewis,Linda; Gene Euchler; Lonnie Dow; Steve Baker
Subject: Summerhouse NOV 2009 PC 0529
Dear Mrs. Naugle:
"Phis morning Janet Russell informed me the Summerhouse project has a current NOV for starting construction
of 13UA without the proper permit modifications. It is our intent to resolve the NOV with the July 8th express
stormwater submittal. 1 have been sending information to Mrs. Lewis regarding the Club House Site
modification and we have received instruction from her on how best to handle the changes.
The Kings Creek Parking Area was reduced to 17,386 sf impervious surface. We would like to collect and treat
runoff from the parking area with vegetated swales and preformed scour holes. I will send a plan showing the
area and drainage pattern prior to our submission. 'To summarize all the changes please find attached the old
and new drainage area columns. If you see a problem, please let me know and I can change our submittal date
with Mrs. Russell.
Mr. Gene Euchler with RA North Development will be answering the Notice of Violation.
Thank you for your attention to this matter and please call with any questions.
Carl Huddle
252-633-2424
252-636-7529
2

cC54�'ugyt�,o
.J For �ENRUseONLY �oC� Reviewer: r `�
�, TO+ *.,o �' ` North Carolina Department of Environment and
Submit:
Natural Resources
HC®ENR Request for Express Permit Review rime: 10 0ar
Confirm: — 0
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map
(same items expected in the application package.
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;a1ison.davidson onncmail.net
Enter Related SW3a
Permits of request
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a-ncmail.net
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.grogang�ncmail.net
SW As.
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(@ncmail.net
SW
SW
• Wilmington Region -Janet Russell 910-350-2004 or lanet.russell(oncmad.net
SW
NOTE Project application received after 12 noon will be stamped in the following work day.
SW
Project Name: SUMMERHOUSE ON EVERETT BAY County: ONSLOW
Applicant: MR. RANDY ALLEN Company: RA. NORTH MANAGEMENT, 1, INC.
Address: 3129 SRINGBANK LANE City, CHARLOTTE, State: NC Zip: 28226-_
Phone: [phone], Fax: [phone], Email: 'HBenitez'@RAManagementinc.cam
Physical Location:H_OLLY RIDGE ROAD, HOLLY RIDGE, NC
Project Drains into KINGS CREEK REST. AREA waters — Water classification SC SW HQW (for classification see-
http:llh2o.enr.state.nc.uslbims/reports/reportsWB.htm1)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? Y
Engineer/Consultant: CARL HUDDLE, PE Company: CAROLINA ENGINEERS, PA D E C E IV
Address: PO BOX 1595 City: NEW BERN, State: NC Zip: 2856-_ j1
Phone: [phone], Fax: [phone], Email: [e-mail] U
SECTION ONE: REQUESTING A SCOPING MEETING ONLY J U N 1 1 2009
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
DWQ
SECTION TWO: CHECK ONLY THE PROGRAMS YOU ARE REQUESTING FOR EXPRESS PERMI?RR$ #
❑ 401 Unit ❑ Stream Origin Determination: — # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
❑ State Stormwater❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & St Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter ^ # Curb Outlet Swales E]Off-site[SW (Provide permit #)]
ElHigh Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other — # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ® Par evision ❑ Redev. Exclusion SW 8060509 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooina and express meetina reauest
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: E] Yes E] No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ALOE ❑ Yes ❑ No
++t+****++*+*+++++++s+tttttstt+t+tsssts*+++++++t**#*+tttFor DENR use Orllytst•sssssstsss+**+++++**++ttttttttttttttt*+sssss*+*sssssss**
Fee Split for multiplepermits: Check # I Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LID, ❑ Gen)
$
401:
$
LOS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

CIA rtaw, S// , -P, .9, 111C
Civil & Environmental Engineering
PROJECT NARRATIVE
Permit Revision Request
Spicer Lake- Wet Detention Supplement
Amenity Site Addition
Summerhouse on Everett Bay
Stormwater Permit No. SW8 060509
CTC PN: 82002
Project Description
This project was originally permitted as a high density residential subdivision project with four
(4) wet detention basins and separate areas of low density. During the original permitting, the
Amenity site was included in the project overall impervious surface calculations, but not
included in the supplemental calculations for the Spicer Lake Wet Detention sizing calculations
and the associated SUW-102 form.
At this time, the Owners have completed a final design and layout for the Amenity site. Due to
the site being a pocket of high density, stormwater runoff is being routed via stormwater piping
and vegetated swales to the Spicer Lake Wet Detention Basin (see Drainage Plan by Carolina
Engineers). Construction of the Spicer Lake Wet Detention Basin, forebay(s), and outlet
structures was completed previously.
Spicer Lake was incorporated into the overall project design not only as a w t detention basin
but also as an aesthetic and recreational lake-
soYa'c t1�� t'• V
iJ �'ry
SIMg�`g
AO Box 578 — 46 WeSt Washington Street - Gouts, North Carolina 2H D
Phone: [phone] • Pax: 252 672-8577 I 1 1
offices located in Coots and Plew Bern, North CarolinJ a U N 12009
svr,w.ctclayran.rom
DW Q
PF10J #

�o Clr7,yto� Sr.,', Ins. Summerhouse on Everett Bay
Civil &Environmental Engineering Spicer Lake Wet Detention Permit Modification
June 8, 2009
CTC PN: 82002 Page 2 of 5
Summary of Amenity Site Addition Impact
Below is a table demonstrating the minimal impact of adding the Amenity Site to the Spicer
Lake Wet Detention Basin.
As depicted in the table below, the addition of the Amenity Site will increase the drainage area
for Spicer Lake by 3,9 acres (3%) and will increase the overall impervious area by 2.3 acres or
1 % overall.
As depicted below, Spicer Lake is significantly oversized in regards to the requirements of
stormwater treatment. Thus, the increase in impervious area and drainage area from the
Amenity Site addition will not affect the treatment capacity of the lake as a wet detention basin.
Summary of Changes to Spicer Lake
Original
Modified Permit
% Increase
Permit
Request
Drainage Area (acres)
141.11
145.04
3%
Impervious Surface
(acres)
71.03
73.29
3%
Impervious Surface (°h)
50%
51%
1%.
Minimum Surface Area
REQUIRED (sq. ft.)
165,962
123,200
-26%
Surface Area PROVIDED
(sq. ft.}
1,202,610
1,202,610
0%
Pond Volume Temp
Pool REQUIRED (cf)
257.666
398,645
55%
Pond Volume Temp
Pool PROVIDED (cf)
1,220,675
1,220,676
0%
Significant decrease due to regulatory change - see Surface Area Requirment Decrease below.
Significant increase due to regulatory change - see Rainfall Volume & Dewratering Orifice Sizing below.
There are two issues that need to be described that have resulted in regulatory changes
concerning the sizing and design of a wet detention basin since the original issuance of the
permit.
P:182$ummerhouse182002SpicerukeRecalcuUban\Narrativee90fi08CTC1r PN82002.docx

o �'dayton 5'r , F.9, 1191C. Summerhouse on Everett Say
Civil & En�ironmenidl Engineering Spicer Lake Wet Detention Permit Modification
June 8, 2009
CTC PN: 82002 Page 3 of S
Surface Area Reauiremenf Decrease t * in fable
Since the time of the original permit (2006), the SAIDA tables and design guidance documents
for Stormwater BMP's, particularly Wet Detention basins, have been revised by DWQ. When
the pond was originally designed and permitted, the published SAIDA tables only issued
numbers for ponds up to 6.0 feet deep. During the time of the original design, the average
depth of Spicer Lake was in excess of 6.0 feet, but we as the designers defaulted our selected
SAIDA value to the maximum listed (6.0 ft deep).
However, since the revised BMP documentation has been issued, the current SA/DA tables
include values for ponds up to 7.5 ft in average depth. The average depth of Spicer Lake is
7.25 ft, thus 7.0 feet was used when selecting the SAIDA ratio- Due to the deeper depth, the
actual required surface area decreased from the original design.
Rainfall Volume & Dewatering Qrif�e_Sizina(** in table
Since the time of the original permit (2006), State regulations changed requiring that the
design rainfall volume be determined from the 1.5 inch rainfall for Coastal Counties and not the
previous requirement of using 1.0 inch rainfall. Due to this, the dewatering orifice originally
designed and installed is now undersized.
A 6.25 inch orifice was originally installed in the Pond Outlet Structure. Based on a 1.5 inch
design rainfall, a 6.25 inch orifice will have a 7.5 day drawdown. We do not recommend
enduring the physical hardship of changing this to a 7.75 inch orifice (minimum) in order to
meet the 5 day draw down time frame due to the following:
• One reason to dewater the temporary pool within 2 to 5 days is to have capacity for the
next storm. However, due to the fact that Spicer Lake is so greatly oversized, a 1.5 inch
rainfall event will only cause a 0.10 foot rise in stage. This leaves 90% of the temporary
pool still available. (see attached routing calculations)
• The minimal rise (0.10-ft) in stage will not cause the wetland vegetation on the
vegetated shelf to become inundated. (see attached routing calculations)
Based these two reasons, there is no detrimental effect to having a 7.5 day drawdown.
Other Issues of Notice on Form S W401
Attached to this request for a revised permit and this narrative is a updated SW401 form to
account for the Amenity Site. Several issues with the form need to be clarified:
• Forebay Volume: Design guidelines require the "design volume for the forebay be
approximately 20% of the total calculated permanent pool volume" (NCDENR
pECEIVE
P:\82 5umrnerhouse\82002 Spicer lake Recalculation%narrathis 09 0608 CTC Jr PN $Xo2.dooc
.fUN1f209
DIOM

�o Clr{1ton, sr, 'r'E" In", Summerhouse on Everett Bay
Ctvil & Emuironmental Engineering Spicer Lake Wet Qetention Permit Madification
June 8, 2009
CTC PN: 82002 Page 4 of 5
Stormwater BMP Manual). Under normal circumstances, if Spicer Lake were to be
designed as a typical wet detention pond, the permanent pool volume would have been
approximately 924,000 cf. This would lead to a required forebay volume of
approximately 185,000 cf (20% perm. pool volume).
The actual forebay volume provided in Spicer Lake is 756,122 cf, which is over four (4)
times the forebay volume required for a wet detention pond sized solely for stormwater
treatment purposes. So, even though SW401 indicates that the forebay volume is not
20% of the actual pond permanent pool volume, the forebay volume is still 400% of
actual required volume-
Length/Width & Flow -Length Ratios: Due to the drastic oversizing of Spicer Lake as a
Wet Detention Basin, the Length to Width Ratio and Flow Length Ratios in actual
conditions do not always meet (multiple inlets and forebays) the design guidelines of the
NCDENR manual. However, they greatly exceed that of a typically dimensioned wet
detention basin for these conditions. Thus, SW401 attached reflect the design standard
for these ratios.
Summary
The addition of the Amenity Site will cause a small amount of change to the original design
conditions utilized in the permitting and design of Spicer Lake as a Wet Detention Basin.
However, due the minimal impact of these changes on the original design, it is our opinion that
the currently constructed Spicer Lake wet detention basin and outlet structure are more than
sufficient and do not warrant alterations.
As such. in order to notify NCDENR-DWQ of this site condition change, the applicant wishes to
update and modify the original permit to include Amenity Site.
P:\82Summelhouse\R20025piceriakeRecalculatton\Nartativel)90b0$CTC1r PN82o02dotx

Russell, Janet '
From:
Carl Huddle[[e-mail]}
Sent:
Thursday, June 11, 2009 5:16 PM
To:
Russell, Janet
Cc:
Steve Baker
Subject:
Summerhouse on Everett Bay
Attachments:
EXPRESS Request 2009 (2).doc; summerhouse stormwater revision 6-11-09 w.pdf
Dear Mrs. Russell:
Thank you for returning my call and sending me the fee schedule and request form. I have filled out the form and
attached it with this email. I have also attached a narrative of the permit revision scope. The dates available are June 25,
June 30, July 1, July 7, and July 8. The applicant would like for his environmental manager Gene Euchler to attend the
meeting representing RA North Management, Inc. Please let me know if this is acceptable.
I look forward to the meeting and again thank you for your help.
Carl C. Huddle
252-633-2424
252-636-7529
R"CE : IVF-D
JUN .1 t 1009
DWO

910-796-7303
910-350-2004 fax
Please note: 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.
!_mail correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Russell, Janet
From: Naugle, Mary
Sent: Tuesday, June 16, 2009 U8 AM
To: Russell, Janet
Subject: SW8 060509 Plan Revision Summerhouse amenity
Wed July 8 at 10 a.m. is fine.
The PE certification is not required until the bua is on the ground.
I did 'not' visit the site
Mary Jean Naugle
NC DENR Express Pennitting
910-796-7303
910-350-2004 fax
Please note: 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: Russell, Janet
Sent: Monday, June 15, 2009 4:31 PM
To: Naugle, Mary
Subject: Summerhouse
Mary Jean,
I have an Express Request for a Plan Revision to Summerhouse on Everett Bay (Holly Ridge), SW8 060509. The plan
.revision is to add the details for the amenity site to the SW Permit. The Express Request is on my desk. The dates they
have available to meet are June 25, 30, July 1, 7 or 8`h. Please look over your schedule and let me know if you can
accommodate this request.
* I have not yet checked the Engineer's Cert. For the pond that this would be draining fo. However, i think that you
recently made a site inspection to the project [?)
Thanks,
Janet M. Russell
Express Coordinator
910 796-7421
NOTE: change in email address: ianet.russell a ncdenngov
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.

Russell, Janet
To: [e-mail]
Subject: Summerhouse Plan Revision
Attachments: Submittal Requirements 2.doc
June 16, 2009
RE: Summerhouse
Mr. Huddle:
The Express Stormwater Submittal meeting for the Summerhouse Plan Revision has been scheduled with Mary Jean
Naugle on July 8, 2009 at 10:00 AM here in the Wilmington Regional Office, 127 Cardinal Drive Ext, Wilmington 28405.
The applicant or his assistant is required to attend the meeting.
Please review the submittal requirements, attached.
Please respond back to this email to confirm and reserve the submittal meeting date.
Thanks,
Janet
Janet M. Russell
Express Coordinator
9"10 796-7421
NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
1

Russell, Janet
From: Carl Huddle[[e-mail]]
Sent: Tuesday, June 16, 2009 5:42 PM
To: Russell, Janet
Cc: Gene Euchler
Subject: RE: Summerhouse Plan Revision
Dear Mrs. Russell:
I am confirming the July 8`h date. I appreciate your timely attention.
Carl Huddle
From: Russell, Janet[mailto:[e-mail]]
Sent: Tuesday, June 16, 2009 10:08 AM
To: Carl Huddle
Subject: Summerhouse Plan Revision
June 16, 2009
RE: Summerhouse
Mr. Huddle:
The Express Stormwater Submittal meeting for the Summerhouse Plan Revision has been scheduled with Mary Jean
Naugle on July 8, 2009 at 10:00 AM here in the Wilmington Regional Office, 127 Cardinal Drive Ext, Wilmington 28405.
The applicant or his assistant is required to attend the meeting.
Please review the submittal requirements, attached. The review fee for a plan revision in Express is $500.00 payable to
NCDENR by check.
Please respond back to this email to confirm and reserve the submittal meeting date.
Thanks,
Janet
Janet M. RusselI
Express Coordinator
910 796-7421
NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Russell, Janet
To: [e-mail]
Cc: "HBenitez"@RAManagementinc.com
Subject: Summerhouse
Mr. Huddle / Mr. Allen:
Both Linda Lewis and Mary Jean Naugle with the Division of Water Quality - Stormwater have had an opportunity to
review the stormwater permit file for Summerhouse. They indicate that adding the amenity center to the overall
stormwater plan will be a minor modification to the permit (not a plan revision as previously thought). The Express Fee
for a minor modification to a high density permit is $2,000. The fee in the regular stormwater program is $505.00.
Calculations to support that the additional built upon area draining to Spicer Lake will not necessitate enlargement of
the lake will be required and the stormwater permit will have to be rewritten.
Please let me know if you want to proceed with the July 8 Express stormwater submittal meeting.
Thanks,
Janet
Janet M. Russell
Express Coordinator
910 796-7421
NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.

Russell, Janet
From:
Lewis,Linda [[e-mail]]
Sent:
Tuesday, June 23, 2009 4:07 PM
To:
[e-mail]
Cc:
Janet Russell
Subject:
Summerhouse
Carl:
There was nothing wrong with the calculation format — I just could not tell that the BUA for the amenity area
had been added. When you redo the calculations, please list the BUA amounts that are located within the
drainage area individually such as Lots, Streets, Sidewalk, Amenity Area, etc. That way I can see that the
amenity area is included.
A minor modification requires 2 sets of plans, the revised calculations, the revised page 2 of the application
(adding the amenity area to the drainage area and to the built -upon area listed in the appropriate drainage area
column) and a revised pond supplement, indicating the new DA, new BUA, and new minimum volume
required. Be sure to include a check of the orifice size in the revised calcs due to the increased minimum
volume required.
The fee for a minor mod in Express is % of the applicable full review fee.
Linda
Please note my new email address is [e-mail]
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.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

P. 01
TRANSACTION REPORT
JUN-29-2009
MON 09:04 AM
FOR: NGDENR 910 350 2004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE'
M# DP
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JUN-29 09:04 AM 912526331370 38" 5 FAX TX OK
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TOTAL : 38S PAGES:
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Govemor Dee Freeman, Secretary
FAX COVER SHEET
Date: �p `" act —0 5 +-�
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To; d From: ��"hTSS�-
CO: .., CO: NC DENR
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127 Cardinal Drive Extension, Wilmington, N.C. :8405 -3835 TiAcphonu [phone] Fait (910) 358-300d
An Equal Opportunity A{lirmatire Action Emplayer

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NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
June 18, 2009
Mr. Randy Allen, President
R.A. North Management 1, Inc.
110 Matthews Station Street, Suite 2D
Matthews, NC 28105
Subject: NOTICE OF VIOLATION
NOV-2009-PC-0529
Failure to Obtain State Stormwater Management Permit
State Stormwater Permit SW8 060509
Summerhouse on Everett Bay
Onslow County
Dear Mr. Allen:
Dee Freeman
Secretary
This letter is to notify you that you are in violation of Title 15A North Carolina
Administrative Code (NCAC) 2H .1003 in accordance with North Carolina General
Statute (G.S.) 143-214.7 for failure to apply for and secure a Stormwater Management
Permit
On June 3, 2009, David Cox of the Wilmington Regional Office inspected the site and
observed land disturbance and impervious surfaces installed on the subject
development site known as Summerhouse on Everett Bay located at NCSR 1534,
Onslow County, North Carolina. Specifically, DWQ personnel observed impervious
surfaces constructed in areas of the project labeled as future area on the approved
plan.
A review of DWQ files confirmed that no State Stormwater Management Permit
Modification has been issued prior to construction of impervious surfaces at the subject
site as described above. As a result of the site inspection and file review, the following
violations are noted:
f. Failure to Obtain a State Stormwater Management Permit
Title' 15A NCAC 2H .1003, in accordance with G.S. 143-214.7, requires a State
Stormwater Management Permit for development activities within the 20 coastal
counties that require a Coastal Area Management Act (CAMA) Major Permit or an
Erosion and Sedimentation Control Plan. The inspection and DWQ file review confirms
that a State Stormwater Management Permit Modification was not obtained prior to
construction of impervious surfaces at the subject site as described above.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX [phone] Customer Service: 1-877-623-6746 NorthCarol ina
tnlernet: www.ncwalerqualily.crg a'"atima lJ ,
An Equal opportunlly 1 Affirmative Action Employer �/

U
Required Response
This Office requests that you respond to this letter in writing within 30 calendar
days of receipt of this Notice. Your response should be sent to this office at the
letterhead address. Your response should address the following items:
1. Please explain when construction began at the site.
2. Please clearly explain why the appropriate Stormwater Permits were
not secured
3. Submit a complete permit application with a completed supplement
form, a signed O&M agreement, sealed calculations, and two sets of
detailed plans along with the processing fee currently set at $505.
Please note that a Designer's Certification is also required upon project
completion.
By copy of this letter to the Onslow County Building Inspection Office, NCDENR
is requesting that the Building Inspector withhold building permits and Certificates
of Occupancy for this project until this matter is satisfactorily resolved
Thank you for your immediate attention to this matter. This Office is considering
an enforcement action including the assessment of civil penalties regarding these
violations and any continuing violations that may be encountered. Your above -
mentioned response to this correspondence will be considered in this process.
Please be advised, these violations and any continuing or future violations
are subject to a civil penalty assessment of up to $25,000.00 per day for
each violation pursuant to North Carolina General Statute 143-215.6A
This office requires that the violations, as detailed above, be abated and
properly resolved. Should you have any questions regarding these matters,
please contact either David Cox or myself at [phone].
Sincerely,
Georgette Scott,
Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures: Inspection Report
cc: John Hennessy- NPSACOU WiRO Files
Jeff Adkins, P.E. (McKim & Creed) DWQ Central Files
Onslow County Building Inspections
oft

Required Response
This Office requests that you respond to this letter in writing within 30 calendar
days of receipt of this Notice. Your response should be sent to this office at the
letterhead address. Your response should address the following 'items:
1. Please explain when construction began at the site.
2. Please clearly explain why the appropriate Stormwater Permits were
not secured
3. Submit a complete permit application with a completed supplement
form, a signed O&M agreement, sealed calculations, and two sets of
detailed plans along with the processing fee currently set at $505.
Please note that a Designer's Certification is also required upon project
completion.
By copy of this letter to the Onslow County Building Inspection Office, NCDENR
is requesting that the Building Inspector withhold building permits and Certificates
of Occupancy for this project until this matter is satisfactorily resolved
Thank you for your immediate attention to this matter. This Office is considering
an enforcement action including the assessment of civil penalties regarding these
violations and any continuing violations that may be encountered. Your above -
mentioned response to this correspondence will be considered in this process.
Please be advised, these violations and any continuing or future violations
are subject to a civil penalty assessment of up to $25,000.00 per day for
each violation pursuant to North Carolina General Statute 143-215.6A
This office requires that the violations, as detailed above, be abated and
properly resolved. Should you have any questions regarding these matters,
please contact either David Cox or myself at [phone].
Sincerely,
Dz-
Georgette Scott,
Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures: Inspection Report
cc: John Hennessy- NPSACOU WiRO Files
Jeff Adkins, P.E. (McKim & Creed) DWQ Central Files
Onslow County Building Inspections
2of2

ZIA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
June 18, 2009
Mr. Randy Allen, President
R.A. North Management 1, Inc.
110 Matthews Station Street, Suite 2D
Matthews, NC 28105
Subject: NOTICE OF VIOLATION
NOV-2009-PC-0529
Failure to Obtain State Stormwater Management Permit
State Stormwater Permit SW8 060509
Summerhouse on Everett Bay
Onslow County
Dear Mr. Allen:
Dee Freeman
Secretary
This letter is to notify you that you are in violation' of Title 15A North Carolina
Administrative Code (NCAC) 2H .1003 in accordance with North Carolina General
Statute (G.S.) 143-214.7 for failure to apply for and secure a Stormwater Management
Permit
On June 3, 2009, David Cox of the Wilmington Regional Office inspected the site and
observed land disturbance and impervious surfaces installed on the subject
development site known as Summerhouse on Everett Bay located at NCSR 1534,
Onslow County, North Carolina, Specifically, DWQ personnel observed impervious
surfaces constructed in areas of the project labeled as future area on the approved
plan.
A review of DWQ files confirmed that no State Stormwater Management Permit
Modification has been issued prior to construction of impervious surfaces at the subject
site as described above. As a result of the site inspection and file review, the following
violations are noted:
I. Failure to Obtain a State Stormwater Management Permit
Title, 15A NCAC 2H .1003, in accordance with G.S. 143-214.7, requires a State
Stormwater Management Permit for development activities within the 20 coastal
counties that require a Coastal Area Management Act (CAMA) Major Permit or an
Erosion and Sedimentation Control Plan. The inspection and DWQ file review confirms
that a State Stormwater Management Permit Modification was not obtained prior to
construction of impervious surfaces at the subject site as described above.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX [phone] Customer Service: 1-877-623-6748 NorthCarol ina
lnternel: wvvw.ncwaterquality.org Naturally
An Equal Opporlunily 1 AfFrmalive Action Employer �/

Compliance Inspection Report
Permit: SW8060509 Effective: 05/15/09 Expiration: 07/10/16 Owner: R A North Management I Inc
Project: Summerhouse on Everett Bay
County: Onslow Sr 1534
Region: Wilmington
Holly Ridge NC 28445
Contact Person: Randy Allen Title: President Phone: [phone]
Directions to Project:
From Hwy 17 in Holly Ridge, NC take SR 1538 to SR 1534. Project site is located 3.0 miles on SR 1534
Type of Project: State Stormwater - HD - Detention Pond State Stormwater - HD - Hybrid Other
State Stormwater - Low Density
Drain Areas: 1 - (King Creek Restricted Area (Spicer Bay)) (03-06-24 }
SC;Sw,HQW)
2 - (King Creek Restricted Area (Spicer Bay)) (03-06-24)
SC;Sw,HQW)
3 - (King Creek Restricted Area (Spicer Bay)) (03-06-24 }
SC;Sw,HQW)
4 - (King Creek Restricted Area (Spicer Bay)) (03-06-24)
SC;Sw,HQW)
5 - (King Creek Restricted Area (Spicer Bay)) (03-06-24)
SC;Sw,HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 06/0312009 Entry Time: 09:45 AM
Primary Inspector: David W Cox
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: 0 Compliant 0 Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 10:45 AM
Phone: [phone]
Inspection Type: Stormwater
Page: 1

Permit: SW8060509 Owner - Project: R A North Management I Inc
Inspection !late: 06/03/2009 Inspection Type: Stormwater Reason for Visit: Complaint
Inspection Summary:
In order to bring this State Stormwater Permit into compliance you must provide the following:
1.Request a modification to the original permit approved on July 10, 2006 that includes the additional unapproved BUA.
27he modification request must also demonstrate how the runoff from the Kings Creek Water Access area will be
collected and treated.
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system? 0 ® ❑ ❑
Comment: 1. The areas labled on the plan as Spicer Manor and Kings Creek Water
Access are presently under construction prior to a modification request of the original
permit.
2. Runoff from the Kings Creek Water Access area is not being collected and directed to
any stormwater collection system.
Page. 2

Naugle, Mary
From: Gene Euchler [[e-mail]]
Sent: Tuesday, June 30, 2009 1:35 PM
To: [e-mail]; "':[e-mail]"'@smtp6.state.nc.us
Cc: Russell, Janet; Naugle, Mary; 'Carl Huddle'
Subject: RE: SW8 060509 -Summerhouse Stormwater NOV 2009 PC 0529
Attachments: Summerhouse SWNOV Response 6.30.09.doc
Attached please find the required response to the NOV dated June 18, 2009. Should you need anything further please
contact me at your earliest opportunity.
Thank you
GENE EUCHLER
473 STARLIT WAY
MYRTLE BEACH, SC 29579
843.839.7800
843.340.3994
843.839.7840 FAX
PRIVILEGED AND CONFIDENTIAL: This electronic message and any attachments are confidential property. The information is intended only for the
use of the person to whom it is ad(fressed. Any other interception, copying, accessing, or disclosure of this message is prohihiled. If you have received
this message in error please immediately notify Gene Euchlerurnt purge the rnessago received. Da not forward this message without perrnission.
Checked by AVG - www.avg.com
Version: 8.5.3751 Virus Database: 270.13.0/2210 - Release Date: 06/30/09 06:10:00

? '.e
A
o
JUN 3 0 2009
PaO
R. A. MANAGEMENT, INC.
Georgette Scott
NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension,
Wilmington, NC
28405
Re: NOV-2009-PC-0529
Failure to Obtain State Stormwater Management Permit — SW8 06509
Summerhouse on Everett Bay — Onslow County
Ms. Scott;
Thank you for your assistance with our project.
Please change the address for the permittee to,
R.A. North Development 1, Inc.
3129 Springbank Lane
Charlotte, NC 28226
Your correspondence requested a response to three items. Below please find the corresponding
responses.
1. Clubhouse:4/21/09
Post Office#l: 5/8/09
Lake Carolina: 4/28/09
Spicer Pavilion: 4/21/09
2. Permits were not secured due to an over site. It was intended to provide as -built
drawings to the appropriate entity at the end of construction. It was not realized that the
clubhouse design had changed significantly and after review of the permit, the
modification should have been in place prior to start of construction.
3. We have begun to coordinate the full submittal of these areas with DENR staff. The
submittal will correct all the items in the above referenced NOV. We have a submission
meeting scheduled for July 8. Mrs. Russell indicated we should change the submission

lk
meeting to a scoping meeting because of the Notice of Violation. We agree to the change
in purpose of the meeting, which will provide us with an opportunity to submit the
modification with the aid of definitive direction from DENR staff.
We look forward to completing the appropriate permit revision for the Summerhouse
Subdivision. Should you need anything further please contact me at your earliest opportunity.
Sincerely,
Gene Euchler
Entitlements Director
RA Management, Inc.
473 Starlit Way
Myrtle Beach, SC 29579
843.839.7800
843.340.3994 CELL
843.839.7840 FAX
[e-mail]
CC" File
Carl Huddle, P.171�.
Janet Russell
Mary Naugle
JUN g 0 2009
110 Matthews Station Street, Suite 213, Matthews, NC 28105 704-321-0401
Fax [phone] Email [e-mail]

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CAROLINA ENGINEERS, PA
CAROLINA
ENGINEERS. FA
Geotechnical • Materials Testing • Forensic • Site Development • Surveying
ORIGINAL
Summerhouse on Everett Bay
Onslow County, NC
Overall Low Density with Pockets of High
Density Subdivision
Stormwater Permit No. SWB 060509
(Modification)
ORIGINAL
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers_com

CAROLINA ENGINEERS, PA
Ll
,®
CAROLINA
ENGINEERS. PA
Items
Geotechnical - Materials Testing • Forensic • Site Development • Surveying
Table of Contents
Stormwater Management Permit Application Form
Low Density Supplement
• Low Density Residential Subdivisions Deed Restrictions
& Protective Covenants
Rprtinn
SWU-1Q1
SW401
Wet Detention Basin Supplement Wet Detention
• Wet Detention Basin Operation & Maintenance Agreement
• High Density Residential Subdivisions Deed Restrictions
& Protective Covenants
Stormwater Wetland Supplement Storm/Wetland
• Stormwater Wetland Operation & Maintenance Agreement
Project Narrative & Permit Modification Request
Total Development Area Summary
Appendices
Data
• Precipitation Data
• Soils Report
• USGS Location Map
• Recorded Covenants & Restrictions
Wet Detention Pond Calculations
• Spicer Calculations
• Spicer Lake HydroCAD Pond Routing (25-Year Storm)
• Spicer Lake HydroCAD Pond Routing (1-Inch Rain)
• Katydid Calculations
• Katydid HydroCAD Pond Routing (25-Year Storm)
• Katydid HydroCAD Pond Routing (1-Inch Rain)
• Twining Rose Calculations
• Twining Rose HydroCAD Pond Routing (25-Year Storm)
• Twining Rose HydroCAD Pond Routing (1-Inch Rain)
Narrative
Total Area
Data
Calc/Wet Det
G
P� 0�1 a
V
Stormwater Wetland Calculations Calc/Wetland
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.r-arolinaengineers.com

B ,Q ClAytan, Sr., P. �, I�►c
Civil & Environmental Engineering
PROJECT NARRATIVE
Permit Revision Request
Spicer Lake- Wet Detention Supplement
Amenity Site Addition
Post Office Addition
Twining Rose - Wet Detention Supplement
Caroline Park Addition
Katydid Pond - Wet Detention Supplement
Boat Storage Addition
Kings Creek Boat Ramp
® Constructed Wetlands Addition
Summerhouse on Everett Bay
Stormwater Permit No. SW8 060509
CTC PN: 82002
• PO Box 578-46 West Washington Street - Coats, North Carolina 27521
Phone: [phone] - Fax: [phone]
Offices located in Coats and New Bern, North Carolina
www.ctclayton.com

•
•
•
64'0Cff1'7
ye& Environmental Engineering
Project Description
Spicer Lake and Twining Rose Pond Revisions:
Summerhouse on Everett Bay
Spicer Lake Wet Detention Permit Modification
July 31, 2009
CTC PN: 82002 Page 2 of 8
This project was originally permitted as a high density residential subdivision project with four
(4) wet detention basins and separate areas of low density. During the original permitting, the
Amenity site, Post Office, and Caroline Park were included in the project's overall impervious
surface calculations, but not included in the supplemental calculations for the Spicer Lake and
Twining Rose Wet Detention sizing calculations and the associated SUW-102 form.
At this time, the Owners have completed a final design and layout for the Amenity site, Post
Office and Caroline Park. Due to the Amenity site and Post Office being a pocket of high
density, stormwater runoff is being routed via stormwater piping and vegetated swales to the
Spicer Lake Wet Detention Basin. The stormwater runoff from Caroline Park is being routed
via stormwater piping and vegetated swales to the Twining Rose Wet Detention Basin (see
Drainage Plan by Carolina Engineers). Construction of the Spicer Lake and Twining Rose Wet
Detention Basin, forebay(s), and outlet structures were completed previously.
Spicer Lake and Twining Rose were incorporated into the overall project design not only as a
wet detention basin but also as an aesthetic and recreational lake.
Katydid Pond Revisions:
Originally, the Boat Storage Area was not accounted for in the original drainage area and
supplemental calculations for the Katydid Pond Wet Detention. It was planned for the Boat
Storage area to have an individual BMP installed. However, due the oversizing of Katydid
Pond, the Owners have chosen to route the runoff from the boat storage area to the pond.
Katydid Pond is adequately sized to handle this additional impervious area and runoff.
Kings Creek Boat Ramp Constructed Wetlands Addition:
In the original permit, the BUA from the Kings Creek Boat Ramp area was incorporated in the
overall BUA of the permit. However, it was determined that a BMP would need to be designed
to treat the runoff from this site once the site layout and design was completed. As such, due
to the seasonal high water table being reasonably shallow, a constructed wetlands has been
designed to treat the runoff from the impervious areas associated with the boat ramp.
P:\82 Summerhouse\92CO2 Spicer Lake Recalculation\09 0731 Submittal\Narrative 09 0731CTC Jr PN 82002.docx

r
>o Clpytar, Sr., P.E., Ifrc
. Civil 8,Environmental Engineering
is
to
Summerhouse on Everett Bay
Spicer Lake Wet Detention Permit Modification
July 31, 2009
CTC PW 82002 Page 3 of 8
SPICER LAKE: Summary of Amenity Site and Post Office Addition Impact
Table 1 illustrates the minimal impact of adding the Amenity Site and Post Office to the Spicer
Lake Wet Detention Basin.
As depicted in the table below, the addition of the Amenity Site and Post Office will increase
the drainage area for Spicer Lake by 3.1 acres (2%) and will increase the overall impervious
area by 1.5 acres or 0.1 % overall.
As depicted below, Spicer Lake is significantly oversized in regards to the requirements of
stormwater treatment. Thus, the increase in impervious area and drainage area from the
Amenity Site and Post Office addition will not affect the treatment capacity of the lake as a wet
detention basin.
Table - 1
Summerhouse - Spicer Lake Drainage Area
Original
Modified
%
Permit
Permit
Increase
Drainage Area acres
141.11
144.24
2%
Impervious Surface
acres
71.03
72.5
2.40%
Impervious Surface
%
50%
50%
-0.1 %
Minimum Surface Area
REQUIRED (sq. ft.
165,962
120,041
-28%
Surface Area
PROVIDED s .ft.
1,202,610
1,202,610
0%
Required Volume temp
Pool REQUIRED c
257,666
263,070
2%
Pond Volume Temp
Pool PROVIDED c
1,220,676
1,220,676
0%
Significant decrease due to regulatory change - See Surface Area Requirement Decrease
below.
There is an issue that needs to be described that have resulted from regulatory changes
concerning the sizing and design of a wet detention basin since the original issuance of the
permit.
P:\82 Sum merhouse\82002 Spicer Lake Recalculation\09 0731 Submittal\Narrative 090731CTCJr PN 82002.docx

ctAyto,,, sr, P E, rf►�
• Civil & Environmental Engineering
Surface Area Requirement Decrease_(* in table)
Summerhouse on Everett Bay
Spicer Lake Wet Detention Permit Modification
July 31, 2009
CTC PN: 82002 Page 4 of 8
Since the time of the original permit (2006), the SAIDA tables and design guidance documents
for Stormwater BMP's, particularly Wet Detention basins, have been revised by DWQ. When
the pond was originally designed and permitted, the published SAIDA tables only issued
numbers for ponds up to 6.0 feet deep. During the time of the original design, the average
depth of Spicer Lake was in excess of 6.0 feet, but we as the designers defaulted our selected
SAIDA value to the maximum listed (6.0 ft deep).
However, since the revised BMP documentation has been issued, the current SAIDA tables
include values for ponds up to 7.5 ft in average depth. The average depth of Spicer lake is
7.25 ft, thus 7.0 feet was used when selecting the SAIDA ratio. Due to the deeper depth, the
actual required surface area decreased from the original design.
Other Issues of Notice on Form SW401
Attached to this request for a revised permit and this narrative is a updated SW401 form to
account for the Amenity Site. Several issues with the form need to be clarified:
® Forebay Volume: Design guidelines require the "design volume for the forebay be
approximately 20% of the total calculated permanent pool volume" (NCDENR
Stormwater BMP Manual). Under normal circumstances, if Spicer Lake were to be
designed as a typical wet detention pond, the permanent pool volume would have been
approximately 924,000 cf. This would lead to a required forebay volume of
approximately 185,000 cf (20% perm. pool volume).
The actual forebay volume provided in Spicer Lake is 756,122 cf, which is over four (4)
times the forebay volume required for a wet detention pond sized solely for stormwater
treatment purposes. So, even though SW401 indicates that the forebay volume is not
20% of the actual pond permanent pool volume, the forebay volume is still 400% of
actual required volume.
Length/Width & Flow Length Ratios: Due to the drastic oversizing of Spicer Lake as a
Wet Detention Basin, the Length to Width Ratio and Flow Length Ratios in actual
conditions do not always meet (multiple inlets and forebays) the design guidelines of the
NCDENR manual. However, they greatly exceed that of a typically dimensioned wet
detention basin for these conditions. Thus, SW401 attached reflect the design standard
for these ratios.
P:\82 Summerhouse\82002 Spicer Lake Recalculation\09 07315ubmittal\Narrative 09 0731CTC Jr PN 82002.docx

■ �o f1478jE,,i`rnrnenta1
toISr., P.E., Inc
CivEngineering
•
is
Summerhouse on Everett Bay
Spicer Lake Wet Detention Permit Modification
July 31, 2009
CTC PN: 82002 Page 5 of 8
KATYDID LOOP: Summary of Boat Storage Addition Impact
Table 2 illustrates the minimal impact of adding Boat Storage Area to the Katydid LoopWet
Detention Basin.
As depicted in the table below, the addition of Boat Storage Area will increase the overall
drainage area by 0.00 acres (00%) and the overall impervious area by 0.13 acre or 0.61 %
overall. However, due to the original over -sizing of the pond, the increase in drainage area and
overall impervious area from the Boat Storage addition will not affect the treatment capacity of
the Katydid Loop wet detention basin.
Table - 2
Summerhouse - Katydid Laop Drainage Area
Original
Modified
%
Permit
Permit
Increase
Drainage Area acres
19.84
19.48
-2%
Impervious Surface
acres
11.49
13,07
13,75%
Impervious Surface
58%
67%
9%
Minimum Surface Area
REQUIRED (sq. ft.
28,174
56,867
101.84%
Surface Area
PROVIDED s .ft.
81,122
81,122
0%
Required Volume temp
Pool REQUIRED c
41,139
46,238
12%
Pond Volume Temp
Pool PROVIDED c
279,078
197,291
0%
P:\82 Summerhouse\82002 Spicer Lake Recalculation\09 0731 Submittal\Narrative 09 0731CTC Jr PN 82002.docx

•
•
B
64'05148,VEt,',,)
Sr.,P.E., Inc.ronmental Engineering
Summerhouse on Everett Bay
Spicer Lake Wet Detention Permit Modification
July 31, 2009
CTC PN: 82002 Page 6 of 8
TWINING ROSE POND: Summary of Caroline Park Addition Impact
Table 3 illustrates the minimal impact of adding Caroline Park to the Twining Rose Wet
Detention Basin.
As depicted in the table below, the addition of Caroline Park will increase the overall
impervious area by 0.13 acre or 0.61 % overall. Thus, the increase in impervious area from the
Caroline Park addition will not affect the treatment capacity of the Twining Rose wet detention
basin.
Table - 3
Summerhouse - Twining Rose Drainage Area
Original
Modified
%
Permit
Permit
Increase
Drainage Area acres
48.39
42.75
-12%
Impervious Surface
acres
18.13
18.24
0.61 %
Impervious Surface
37%
43%
5%
Minimum Surface Area
REQUIRED s . ft.
42,053
74,403
76.93%
Surface Area
PROVIDED s .ft.
191,639
191,639
0%
Required Volume temp
Pool REQUIRED cf
67,992
67,354
-1%
Pond Volume Temp
Pool PROVIDED c
197,291
197,291
0%
P:\82 Summerho use\82002 Spicer Lake Recalculation\09 0731 Submittal\Narrative 090731CTC Jr PN 82002.docx

• >o Cl�ytari, Sr, P.E., IIIL Summerhouse on Everett Bay
• Civil & Environmental Engineering Spicer Lake Wet Detention Permit Modification
July 31, 2009
CTC PIN: 82002 Page 7 of 8
11
•
KINGS CREEK BOAT RAMP: Summary of Constructed Wetland BMP
In order to treat the runoff from the High density impervious surface of the boat ramp parking
lot, a constructed wetland has been designed to be sited on the lot adjacent (Lot 1018) to the
boat ramp. In addition, the wetland was sized to receive the impervious surface assigned to
Lot 1018 also (3,200 sf).
Table - 4
Summerhouse - Kings Creek Boat Ramp
Drainage Area
DESIGN SUMMARY
Drainage Area acres
0.83
Imperious Surface
acres
0.47
Impervious Surface %
57%
Ponding Depth D ,a,r5
12-inches
1,695
Minimum Surface Area
(permanent
REQUIRED (sq. ft.pool)
Surface Area PROVIDED
2,817
s .ft.(temp.
ool
Required Volume temp
Pool REQUIRED c
1,694
Pond Volume Temp Pool
PROVIDED c
2,369
Dewatering Orifice Dia.
in
0.75
Dewatering Time (WQ
Vol)2-5
days
# of Wetland Plants
specified
680
P:\82 Summerho use\82002 Spicer Lake RecalcuIation\09 0731 Subrnittal\Narrative 09 0731CTCJr PN 82002.docx

:7
�o Clpyta�►I nSr., P.E., Inc
Civil 8,Enviromentai Engineering
SUMMARY
Summerhouse on Everett Bay
Spicer Lake Wet Detention Permit Modification
July 31, 2009
CTC PN: 82002 Page 8 of 8
The addition of the Amenity Site, Post Office, and Caroline Park will cause a small amount of
change to the original design conditions utilized in the permitting and design of Spicer Lake
and Twining Rose Ponds as a Wet Detention Basins. Due to the minimal impact of these
changes on the original design, it is our opinion that the currently constructed Spicer Lake and
Twining Rose wet detention basins and outlet structures are more than sufficient and do not
warrant alterations.
The addition of Boat Storage Area drainage area and associated impervious surface is a
significant change to the original design conditions of the Katydid Loop Wet Detention Basin.
However, due to the over -sizing of the pond originally, the pond is adequately sized to handle
this addition. It is our opinion that the currently constructed Katydid Loop wet detention basin
and outlet structure are more than sufficient and do not warrant alterations.
As such, in order to notify NCDENR-DWQ of this site condition change, the applicant wishes to
update and modify the original permit to include these changes and additions to the orginal
permit conditions.
A constructed wetland has been designed to adequately treat the runoff from the impervious
surface associated with the constructed Kings Creek Boat Ramp Parking. This BMP was not
originally permitted due to the construction details of the boat ramp being incomplete at the
time of the original permit.
P:\82 Summerhouse\82002 Spicer Lake Recalculation\090731 Submittal\Narrative 09 0731CTC Jr PN 82002.docx

•
Kings Creek Boat Ramp/Parking
CONSTRUCTED WETLANDS
CALCULATIONS
for
SUMMERHOUSE ON EVERETT BAY
CTC PN#: 82002
Date: 07/31/09
E
0
III
= SEAL
�tG1NE�.�►
G L00'`
101

•
•
0

•
•
Wetland at boat ramp
Wetland Sizing
Project: Summerhouse on Everett Bay
CTC PN#: 82002
Boat Ramp and Parking
Impervious Surface:
Parking Lot 17,386 sf
Lot 1018 3,200
Total 20,586 sf
0.47 acres
0.47 acres impervious surface divided by
0.83 acres total (Drainage Area) 36,155 sf
57% Impervious Surface
Required Surface Area of Permanent Pool:
Dpftnu = 12 in
Required Surface Area = 1695 Sq. Ft.
Provided Surface Area = 2817 Sq. Ft.
Required Volume:
(assuming so slope on Shallow land)
Rv = 0,05 + 0,9 X
— 0.56
Volume = 1 " rainfall X 0.56 X
1694.60 cu-ft (required)
Volume = 2369 cu-ft Provided OK
57%
3630 X 0.83 acres
PM2 Summerhouse182002 Spicer Lake Recalculation109 0731 Submittal\Wet Pond Sizing and Dewatering 09
0712.xis Page 1 of 3

Wetland at boat ramp
40 Wetland Sizing
Project: Summerhouse on Everett Bay
CTC PN#: 82002
0
Sizing Dewaterin Orifice:
1) Average Q Required
2-day Drawdown
Q(2days) = 1695 cf / (2days) (24hrs/day) (60min/hr) (60secimin)
= 0,00981 cfs
5-day-Drawdown
Q(5days) = 1695 cf 15days) (24hrs/day) (60minlhr) (60seclmin)
= 0.00392 cfs
2) Orifice size
Orifice formula: A = Q/(Cd(2gh)'5)
Cd = 0.6
h=H/3 H= 1
g = 32.2 ft/secz
2-day Drawdown
Area = 0.00288 sf
= 0.41477 sq in
Pipe dia = 0.72689 in
5-day Drawdown
Area = 0.00141 sf
= 0,20319 sq in
Pipe dia = 0.61628 in
Calculated orifice: 0.75 inches
Use 0.75 in. orifice.
P:182 Summerhouse182002 Spicer Lake Recalculation109 0731 SubmittaMet fond Sizing and Dewatering 09
0712.xls Page 2 of 3

Wetland at boat ramp
Wetland Sizing
Project: Summerhouse on Everett Bay
CTC PN#: 82002
Sizina Concrete Weir (Emeraencv Mass):
Orifice Equation Q = Cw" L' HW2
Cw = coefficient (0.6)
L = length of weir
H = Driving Head of water
Check 10-yr flow for velocity:
Q(10-yr) = 4.88 cfs
If L. = 13 ft
Then H = 0.73 ft
Q=V'A
V= QIA A= L"H
V = 0.51317 fps " <2 fps ,r OK
Check 25-yr flow capacity:
Q(25-yr) = 5.51 cfs
If L = 13 ft
Then H = 0.79 ft 1 ft Provided OK
to a One k L2
Weoq"n W, !1 -Sfee
wn�s'�f Sfvrr'''
Wier
P:182 Summerhouse182002 Spicer Lake Recalculation109 0731 SubmittalMet Pond Sizing and
0712.xls

82001 Wetland 10yr NC -Craven County 10-Year Duration=5 min, Inten-8.95 rn/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 sh 00.3998 @ 2006 HydroCAD Software Solutions LLC 8/3/2009
Subcatchment 4S: Runoff
Runoff = 4.79 cfs @ 0.00 hrs, Volume= 0.040 af, Depth= 0.57"
Runoff by Rational method, Rise/Fa11=1.011.0 xTc, Time Span= 0.00-120.00 hrs, dt= 0.10 hrs
NC -Craven County 10-Year Duration=5 min, Inten=8.95 in/hr
Area (ac) C Description
0.830 0.64
0.830 0.64 Pervious Area

•
19
82001 Wetland 10yr NC -Craven County 10-Year Duration=5 min, inten=8.95 inlhr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H dry oCAD® 8.00 s/n 003998 @ 2006 HydroCAD Software Solutions LLC 8/3/2009
Pond 1 P: Wetland
Inflow Area = 0,830 ac, Inflow Depth = 0,57" for 10-Year event
Inflow =
4.79 cfs @
0.00 hrs, Volume=
0.040 of
Outflow -
0.01 cfs @
0.10 hrs, Volume=
0.039 af, Atten= 100%, Lag= 6.0 min
Primary -
0.01 cfs @
0.10 hrs, Volume=
0.039 of
Secondary =
0.00 cfs @
0.00 hrs, Volume=
0.000 of
Routing by Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.10 hrs
Peak Elev= 4.25' @ 0.10 hrs Surf.Area= 2,603 sf Storage= 1,721 cf
Plug -Flow detention time= 2,803.0 min calculated for 0.020 of (49% of inflow)
Center -of -Mass det. time= (not calculated: no inflow)
Volume Invert
Avail.S_to_rage Storage Description
#1 3.50'
5,689 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store CUm.Store
(feet)
(sq ft)
(cubic -feet) (cubic -feet)
3.50
1,994
0 0
4.00
2,389
1,096 1,096
4.50
2,817
1,302 2,397
5,00
3,264
1,520 3,918
5.50
3,821
1,771 5,689
Device Routing
Invert
Outlet Devices
#1 Primary
3.50'
_
0.7" Vert. Orifice C= 0.600
#2 Secondary
4.50'
13.0' long Sharp -Crested Rectangular Weir 2 End Contractions)
Primary OutFlow Max=0.01 cfs @ 0.10 hrs HW=4.25' (Free Discharge)
t-1=Orifice (Orifice Controls 0.01 cfs @ 4.09 fps)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=3.90' (Free Discharge)
t-2=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs)

82001 Wetland 10yr NC -Craven County 10-Year duration=5 min, mien=8.95 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
ydroCADO 8,00 s/n 003998 © 2006 HydroGAD Software Solutions LLC _ $l312009
Hydrograph for Pond 1 P: Wetland
Time
Inflow
Storage
Elevatlon
Outflow
Primary
Secondary
hours
cfs
cubic -feet)
(feet)
_ (cfs)
(cfs)
(cfs)
0.00
4.79
861
3.90
0.01
0.01
0.00
0.50
0.00
1,705
4.24
0.01
0.01
0.00
1.00
0.00
1.686
4.24
0.01
0.01
0.00
1.50
0.00
1,666
4.23
0,01
0.01
0.00
2.00
0.00
1,647
4.22
0.01
0.01
0.00
2.50
0.00
1,628
4.21
0.01
0.01
0.00
3.00
0.00
1,609
4.21
0.01
0.01
0.00
3.50
0.00
1,590
4.20
0.01
0.01
0.00
4.00
0.00
1,571
4.19
0.01
0.01
0.00
4.50
0.00
1,552
4.18
0.01
0.01
0.00
5.00
0.00
1,533
4.18
0.01
0.01
0.00
5.50
0.00
1,515
4.17
0.01
0.01
0.00
6.00
0.00
1,496
4.16
0.01
0.01
0.00
6.50
0.00
1,478
4.16
0.01
0.01
0.00
7.00
0.00
1,459
4,15
0.01
0.01
0.00
7.50
0.00
1,441
4.14
0.01
0.01
0.00
8.00
0.00
1,423
4.13
0.01
0.01
0.00
8.50
0.00
1,405
4.13
0.01
0.01
0.00
9.00
0.00
1,387
4.12
0.01
0.01
0.00
9.50
0.00
1,370
4.11
0.01
0.01
0.00
10.00
0.00
1,352
4.11
0.01
0.01
0.00
10.50
0.00
1,335
4.10
0.01
0.01
0.00
11.00
0.00
1,317
4.09
0.01
0.01
0.00
11.50
0.00
1,300
4.08
0.01
0.01
0.00
12.00
0.00
1,283
4.08
0.01
0.01
0.00
12.50
0.00
1,265
4.07
0,01
0,01
0.00
13.00
0.00
1,249
4.06
0.01
0.01
0.00
13.50
0.00
1,232
4.06
0.01
0.01
0.00
14.00
0.00
1,215
4.05
0.01
0,01
0.00
14.50
0.00
1,198
4.04
0.01
0.01
0.00
15.00
0.00
1,182
4.04
0.01
0.01
0.00
15.50
0.00
1,165
4.03
0.01
0.01
0.00
16.00
0.00
1,149
4.02
0.01
0.01
0.00
16.50
0,00
1,133
4.02
0.01
0.01
0.00
17.00
0.00
1,117
4,01
0.01
0.01
0.00
17.50
0.00
1.101
4.00
0.01
0.01
0.00
18.00
0.00
1,085
4.00
0.01
0.01
0.00
18.50
0.00
1,069
3.99
0.01
0.01
0.00
19.00
0.00
1,053
3,98
0.01
0.01
0.00
19.50
0.00
1,038
3.98
0.01
0.01
0.00
20.00
0.00
1,022
3.97
0.01
0.01
0.00
20.50
0.00
1,007
3.96
0.01
0.01
0.00
21.00
0,00
992
3.96
0.01
0.01
0.00
21.50
0.00
977
3.95
0.01
0.01
0.00
22.00
0.00
962
3.94
0.01
0.01
0.00
22.50
0.00
947
3.94
0.01
0.01
0.00
23.00
0.00
932
3.93
0.01
0.01
0.00
23.50
0.00
918
3.92
0.01
0.01
0.00
24.00
24.50
0.00
0.00
903
889
3.92
3.91
0.01
0.01
0.01
0.01
0.00
0.00
25.00
0,00
875
3.91
0.01
0.01
0.00
25.50
0.00
860
3.90
0.01
0.01
0.00

82001 Wetland 10yr NC -Craven County 10-Year Duration=5 min, Inten=8.95 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD@ 8.00 s/n 003998 © 2006 H droCAD Software Solutions LLC 8/3/2009
Hydrograph for Pond 1 P: Wetland (continued)
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
hours
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
26.00
0.00
846
3.89
0.01
0.01
0.00
26.50
0.00
832
3.89
0.01
0.01
0.00
27.00
0.00
819
3.88
0.01
0.01
0.00
27.50
0.00
805
3.88
0.01
0.01
0.00
28,00
0.00
791
3.87
0.01
0.01
0.00
28.50
0.00
778
3.86
0,01
0.01
0.00
29.00
0.00
764
3.86
0.01
0.01
0.00
29.50
0.00
751
3.85
0.01
0.01
0.00
30.00
0.00
738
3.85
0.01
0.01
0.00
30.50
0.00
725
3.84
0.01
0.01
0.00
31.00
0.00
712
3.83
0.01
0.01
0.00
31.50
0.00
700
3.83
0.01
0.01
0.00
32.00
0.00
687
3.82
0.01
0.01
0.00
32.50
0.00
674
3.82
0.01
0.01
0.00
33.00
0.00
662
3.81
0.01
0.01
0.00
33.50
0.00
650
3.81
0.01
0.01
0.00
34.00
0.00
638
3.80
0.01
0.01
0.00
34.50
0.00
626
3.80
0.01
0.01
0.00
35.00
0.00
614
3.79
0.01
0.01
0.00
35.60
0.00
602
3.79
0.01
0.01
0.00
36.00
0.00
590
3.78
0.01
0.01
0.00
36.50
0.00
579
3.78
0.01
0.01
0.00
37.00
0.00
567
3.77
0.01
0.01
0.00
37.50
0.00
556
3.76
0.01
0.01
0.00
38.00
0.00
545
3.76
0.01
0.01
0.00
38.50
0.00
534
3.75
0.01
0.01
0.00
39.00
0.00
523
3.75
0.01
0.01
0.00
39.50
0.00
512
3.74
0.01
0.01
0.00
40.00
0.00
501
3.74
0.01
0.01
0.00
40.50
0.00
491
3.74
0.01
0.01
0.00
41.00
0.00
480
3.73
0.01
0.01
0.00
41.50
0.00
470
3.73
0.01
0.01
0.00
42.00
0.00
460
3.72
0.01
0.01
0.00
42.50
0.00
450
3.72
0.01
0.01
0.00
43.00
0.00
440
3.71
0.01
0.01
0.00
43.50
0.00
430
3.71
0.01
0.01
0.00
44.00
0.00
420
3.70
0.01
0.01
0.00
44.50
0.00
411
3.70
0.01
0.01
0.00
45.00
0.00
401
3.69
0.01
0.01
0.00
45.50
0.00
392
3.69
0.01
0.01
0.00
46.00
0.00
383
3.69
0.01
0.01
0.00
46.50
0.00
373
3.68
0.01
0.01
0.00
47.00
0.00
365
3.68
0.00
0.00
0.00
47.50
0.00
356
3.67
0.00
0.00
0.00
48.00
0.00
347
3.67
0.00
0.00
0.00
48.50
0.00
338
3.66
0.00
0.00
0.00
49.00
0.00
330
3.66
0.00
0.00
0.00
49.50
0.00
322
3.66
0.00
0.00
0.00
50.00
0.00
313
3.65
0.00
0.00
0.00
50.50
0.00
305
3.65
0.00
0.00
0.00
51.00
0.00
297
3.64
0.00
0.00
0.00
51.50
0.00
290
3.64
0.00
0.00
0.00

• 82001 Wetland 10yr NC -Craven County 10-Year Duration=5 min, inten=8.95 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 sfn 003998 © 2006 HydroCAD Software Solutions LLC 8/12009
Hydrograph for Pond 1P: Wetland (continued)
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
WS)
52.00
0.00
282
3.64
0.00
0.00
0.00
52.50
0.00
274
3.63
0.00
0.00
0.00
53.00
0.00
267
3.63
0.00
0.00
0.00
53.50
0.00
260
3.63
0.00
0.00
0.00
54.00
0.00
252
3.62
0.00
0.00
0.00
54.60
0.00
245
3.62
0.00
0.00
0.00
55.00
0.00
239
3.62
0.00
0.00
0.00
55.50
0.00
232
3.61
0.00
0.00
0.00
56.00
0.00
225
3.61
0.00
0.00
0.00
56.50
0.00
219
3.61
0.00
0.00
0.00
57.00
0.00
212
3.60
0.00
0.00
0.00
57.50
0.00
206
3.60
0.00
0.00
0.00
58.00
0.00
200
3.60
0.00
0.00
0.00
58.50
0.00
194
3.60
0.00
0.00
0.00
59.00
0.00
188
3.59
0.00
0.00
0.00
59.50
0.00
182
3.59
0.00
0.00
0.00
60.00
0.00
176
3.59
0.00
0.00
0.00
60.50
0.00
171
3.58
0.00
0.00
0.00
61.00
0.00
166
3.58
0.00
0.00
0.00
61.50
62.00
0.00
0.00
160
155
3.58
3.58
0.00
0.00
0.00
0.00
0.00
0.00
62.50
0.00
150
3.57
0.00
0.00
0.00
63.00
0.00
145
3.57
0.00
0.00
0.00
63.50
0.00
141
3.57
0.00
0.00
0.00
64.00
0.00
136
3.57
0.00
0.00
0.00
64.50
0.00
132
3.57
0.00
0.00
0.00
65.00
0.00
127
3.58
0.00
0.00
0.00
65.50
0.00
123
3.56
0.00
0.00
0.00
66.00
0.00
119
3.56
0.00
0.00
0.00
66.50
0.00
115
3.56
0.00
0.00
0.00
67.00
0.00
112
3.56
0.00
0.00
0.00
67.50
0.00
108
3.55
0.00
0.00
0.00
68.00
0.00
105
3.55
0.00
0.00
0.00
68.50
0.00
101
3.55
0.00
0.00
0.00
69.00
0.00
98
3.55
0.00
0.00
0.00
69.50
0.00
95
3.55
0.00
0.00
0.00
70.00
0.00
92
3.55
0.00
0.00
0.00
70.50
0.00
89
3.54
0.00
0.00
0.00
71.00
0.00
87
3.54
0.00
0.00
0.00
71.50
0.00
84
3.54
0,00
0.00
0.00
72.00
0.00
81
3.54
0.00
0.00
0.00
72.50
0.00
79
3.54
0.00
0.00
0.00
73.00
0.00
77
3.54
0.00
0.00
0.00
73.50
0.00
75
3.64
0.00
0.00
0.00
74.00
0.00
72
3.54
0.00
0.00
0.00
74.50
0.00
70
3.54
0.00
0.00
0.00
75.00
0.00
68
3.53
0.00
0.00
0.00
75.50
0.00
67
3.53
0.00
0.00
0.00
76.00
0.00
65
3.53
0.00
0.00
0.00
•
76.50
0.00
63
3.53
0.00
0.00
0.00
77.00
0.00
62
3.53
0.00
0.00
0.00
77,50
0.00
60
3.53
0.00
0.00
0.00

. 82001 Wetland 10yr NC -Craven County 10-Year Duration=5 min, tnten=8.95 h1hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADS 8.00 sln 003998 ® 2006 HvdroCAD Software Solutions LLC 8/3/2009
Hydrograph for Pond 1 P; Wetland (continued)
Time
inflow
Storage
Elevation
Outflow
Primary
Secondary
hours)
Acfs)
(cubic -feet
feet
cfs)
(cfs)
(cfs
78.00
0.00
58
3.53
0.00
0.00
0.00
78.50
0.00
57
3.53
0.00
0.00
0.00
79.00
0.00
56
3.53
0.00
0.00
0.00
79.50
0.00
54
3.53
0.00
0.00
0.00
80.00
0.00
53
3.53
0.00
0.00
0.00
80.50
0.00
52
3.53
0.00
0.00
0.00
81.00
0.00
51
3.53
0.00
0.00
0.00
81.50
0.00
49
3.52
0.00
0.00
0.00
82.00
0.00
48
3.52
0.00
0.00
0.00
82.50
0.00
47
3.52
0.00
0.00
0.00
83.00
0.00
46
3.52
0.00
0.00
0.00
83.50
0.00
45
3.52
0.00
0.00
0.00
84.00
0.00
45
3.52
0.00
0.00
0.00
84.50
0.00
44
3.52
0.00
0.00
OLD
85.00
0.00
43
3.52
0.00
0.00
0.00
85.50
0.00
42
3.52
0.00
0.00
0.00
86.00
0.00
41
3.52
0.00
0.00
0.00
86.50
0.00
41
3.52
0.00
0.00
0.00
87.00
0.00
40
3.52
0.00
0.00
0.00
87.50
0.00
39
3.52
0.00
0.00
0.00
88.00
0.00
38
3.52
0.00
0.00
0.00
88.50
0.00
38
3.52
0.00
0.00
0.00
89.00
0.00
37
3.52
0.00
0.00
0.00
89.50
0.00
36
3.52
0.00
0.00
0.00
90.00
0.00
36
3.52
0.00
0.00
0.00
90.50
0.00
35
3.52
0.00
0.00
0.00
91.00
0.00
35
3.52
0.00
0.00
0.00
91.50
0.00
34
3.52
0.00
0.00
0.00
92.00
0.00
33
3.52
0.00
0.00
0.00
92.50
0.00
33
3.52
0.00
0.00
0.00
93.00
0.00
32
3.52
0.00
0.00
0.00
93.60
0.00
32
3.52
0.00
0.00
0.00
94.00
0.00
31
3.52
0.00
0.00
0.00
94.50
0.00
31
3.52
0.00
0.00
0.00
95.00
0.00
30
3.52
0.00
0.00
0.00
95.50
0.00
' 30
3.51
0.00
0.00
0.00
96.00
0.00
29
3.51
0.00
0.00
0.00
96.50
0.00
29
3.51
0.00
0.00
0.00
97.00
0.00
28
3.51
0.00
0.00
0.00
97.60
0.00
28
3.51
0.00
0.00
0.00
98.00
0.00
27
3.51
0.00
0.00
0.00
98.50
0.00
27
3.51
0.00
0.00
0.00
99.00
0.00
26
3.51
0.00
0.00
0.00
99.50
0.00
26
3.51
0.00
0.00
0.00
100.00
0.00
25
3.51
0.00
0.00
0.00
100.50
0.00
25
3.51
0,00
0100
0.00
101.00
0.00
24
3.51
0.00
0.00
0.00
101.50
0.00
24
3.51
0.00
0.00
0.00
102.00
102.50
0.00
0.00
24
23
3.51
3.51
0.00
0.00
0.00
0.00
0.00
0.00
103.00
0.00
23
3.51
0.00
0.00
0.00
103.50
0.00
22
3.51
0.00
0.00
0.00

• 82001 Wetland 10yr NC -Craven County 10-Year Duration-5 min, fnten=8.95 in/hr
Prepared by C. T. Clayton, Sr., P.E.., Inc.
HydroCADO 8.00 sIn 003998 0 2006 HYdroCAD Software Solutions LLC _ 8/3/2009
Hydrograph for Pond 1 R Wetland (continued)
Time
ingow
Storage
Elevation
Outflow
Primary
Secondary
hours)
(cfs)
(cubic -feet
feet)
(cfs)
(cfs)
(cfs
104.00
0.00
22
3.51
0.00
0.00
0.00
104.50
0.00
22
3.51
0.00
0.00
0.00
105.00
0.00
21
3.51
0.00
0.00
0.00
105.50
0.00
21
3.51
0.00
0.00
0.00
106.00
0.00
20
3.51
0.00
0.00
0.00
106.50
0.00
20
3.51
0.00
0.00
0.00
107,00
0.00
20
3.51
0.00
0.00
0.00
107.50
0.00
19
3.51
0.00
0.00
0.00
108.00
0.00
19
3.51
0.00
0.00
0.00
108.50
0.00
19
3.51
0.00
0.00
0.00
109.00
0.00
18
3.51
0.00
0.00
0.00
109.50
0.00
18
3.51
0.00
0.00
0.00
110.00
0.00
18
3.51
0.00
0.00
0.00
110.50
0.00
17
3.51
0.00
0.00
0.00
111.00
0.00
17
3.51
0.00
0.00
0.00
111.50
0.00
17
3.51
0.00
0.00
0.00
112.00
0.00
17
3.51
0.00
0.00
0.00
112.50
0.00
16
3.51
0.00
0.00
0.00
113.00
0.00
16
3.51
0.00
0.00
0.00
113.50
114.00
0.00
0.00
16
15
3.51
3.51
0.00
0.00
0.00
0.00
0.00
0.00
114.50
0.00
15
3.51
0.00
0.00
0.00
115.00
0.00
15
3.51
0.00
0.00
0.00
115.50
0.00
15
3.51
0.00
0.00
0.00
116.00
0.00
14
3.51
0.00
0.00
0.00
116.50
0.00
14
3.51
0.00
0.00
0.00
117.00
0.00
14
3.51
0.00
0.00
0.00
117.50
0.00
14
3.51
0.00
0.00
0.00
118.00
0.00
13
3.51
0.00
0.00
0.00
118.50
0.00
13
3.51
0.00
0.00
0.00
119.00
0.00
13
3.51
0.00
0.00
0.00
119.50
0.00
13
3.51
0.00
0.00
0.00
120.00
0.00
13
3.51
0.00
0.00
0.00
0

82001 Wetland 25yr NC -Craven County 25-Year Duration=5 min, lnten=90.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
k droCADS 8.00 stn 003998 O 2006 H droCAD Software Solutions LLC 8/3/2009
Subcatchment 4S: Runoff
Runoff = 5.43 cfs @ 0.00 hrs, Volume= 0.045 af, Depth= 0.65"
Runoff by Rational method, Rise/Fall=1.011.0 xTc, Time Span= 0.00-120.00 hrs, dt= 0.10 hrs
NC -Craven County 25 Year Duration=5 min, Inten=10.14 inlhr
Area (ac) C Description
0.830 0.64 .
0.830 0.64 Pervious Area
•

• 82001 Wetland 25yr NC -Craven County 25-Year Duration=5 min, lnten=10.14 Whr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD& B.00 sln 003998 © 2006 HydroCAD Software Solutions LLC 8/3/2009
Pond 1 P: Wetland
Inflow Area = 0.830 ac, Inflow Depth = 0.65" for 25-Year event
Inflow =
5.43 cfs @
0.00 hrs,
Volume=
0,045 of
Outflow =
0.01 cfs @
0.10 hrs,
Volume=
0.045 af, Atten= 100%, Lag= 6.0 min
Primary =
0.01 cfs @
0.10 hrs,
Volume=
0.045 of
Secondary =
0.00 cfs @
0.00 hrs,
Volume=
0.000 of
Routing by Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.10 hrs
Peak Elev= 4.34' @ 0.10 hrs Surf.Area= 2,678 sf Storage= 1,950 cf
Plug -blow detention time= 2,963.5 min calculated for 0.022 of (49% of inflow)
Center -of -Mass det. time= (not calculated: no inflow)
Volume Invert
Avail.Stora a Storage Description
#1 3.50'
5,689 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft) _
(cubic -feet) (cubic -feet)
3.50
1,994
0 0
4.00
2,389
1,096 1,096
4.50
2,817
1,302 2,397
5.00
3,264
1,520 3,918
5.50
3,821
1,771 5,689
Device Routing
Invert
Outlet Devices
#1 Primary
3.50'
0.7" Vert. Orifice C= 0.600
#2 Secondary
4.50'
13,0' long Sharp -Crested Rectangular Weir 2 End Contraction(s)
Primary Outflow Max=0.01 cfs @ 0.10 hrs HW=4.34' (Free Discharge)
t--1=06fice (Orifice Controls 0.01 cfs @ 4.33 fps)
Secondary Outflow Max=0.00 cfs @ 0.00 hrs HW=3.95' (Free Discharge)
2=Sharp-Crested Rectangular Weir ( Controls 0.00 cfs)
"'"6tv) 5tws �1 S -wj- e ` S t-ewn

• 82001 Wetland 25yr NC -Craven County 25-Year Durafion=5 min, inten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 s/n 003998 O 2006 HydroCAD Software Solutions Lt_C 8/3/2009
Hydrograph for Pond 1P: Wetland
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
hours
cfs
cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
0.00
5.43
976
3.95
0.01
0.01
0.00
0.50
0.00
1,934
4.33
0.01
0.01
0.00
1.00
0.00
1,913
4.32
0.01
0.01
0.00
1.50
0.00
1,892
4.32
0.01
0.01
0.00
2.00
0.00
1,872
4.31
0.01
0.01
0.00
2.50
0.00
1,851
4.30
0.01
0.01
0.00
3.00
0.00
1,831
4.29
0.01
0.01
0.00
3.50
0.00
1,811
4.28
0.01
0.01
0.00
4.00
0.00
1,791
4.28
0.01
0.01
0.00
4.50
0.00
1,771
4.27
0.01
0.01
0.00
5.00
0.00
1,751
4.26
0.01
0,01
0.00
5.50
0.00
1,731
4.25
0.01
0.01
0.00
6.00
0.00
1,712
4.25
0.01
0.01
0.00
6.50
0.00
1,692
4.24
0.01
0.01
0.00
7.DO
0.00
1,672
4.23
0.01
0.01
0.00
7.50
0.00
1,653
4.22
0.01
0.01
0.00
8.00
0.00
1,634
4.22
0.01
0.01
0.00
8.50
0.00
1,615
4.21
0.01
0.01
0.00
9.00
0.00
1,596
4.20
0.01
0.01
0.00
9.50
0.00
1,577
4.19
0.01
0.01
0.00
10.00
0.00
1,558
4.19
0.01
0.01
0.00
10.50
0.00
1,539
4.18
0.01
0,01
0.00
11.00
0.00
1,520
4.17
0.01
0.01
0.00
11.50
0.00
1,502
4.17
0.01
0.01
0.00
12.00
0.00
1,484
4.16
0.01
0.01
OAO
12.50
0.00
1,465
4.15
0.01
0.01
0.00
13.00
0.00
1,447
4.14
0.01
0.01
0.D0
13.50
0.00
1,429
4.14
0.01
0.01
0.00
14.00
0.00
1,411
4,13
0.01
0.01
0.00
14.50
0.00
1,393
4.12
0.01
0.01
0.00
15. 00
0.00
1,375
4,11
0.01
0.01
0.00
15.50
0.00
1,358
4.11
0.01
0.01
0.00
16.00
0.00
1,340
4.10
0.01
0.01
0.00
16.50
0.00
1,323
4.09
0.01
0.01
0.00
17.00
0.00
1,305
4.09
0.01
0.01
0.00
17.50
0.00
1,288
4.08
0.01
0.01
0.00
18.00
0.00
1,271
4.07
0.01
0.01
0.00
18.50
0.00
1,254
4.07
0.01
'0.01
0.00
19.00
0.00
1,237
4.06
0.01
0.01
0.00
19.50
0.00
1,220
4.05
0.01
0.01
0.00
20.00
0.00
1,203
4.04
0.01
0.01
0.00
20.50
0.00
1,187
4.04
0.01
0,01
0.00
21.00
0.00
1,170
4.03
0.01
0.01
0.00
21.50
0.00
1.164
4.02
0.01
0.01
0.00
22.00
0.00
1,138
4.02
0.01
0.01
0.00
22.50
0.00
1,122
4.01
0.01
0.01
0.00
23.00
0.00
1,106
4.00
0.01
0.01
0.00
23.50
0.00
1,090
4.00
0.01
0.01
0.00
24,00
24.50
0.00
0.00
1,074
1.058
3.99
3.98
0.01
0.01
0.01
0.01
0.00
0.00
25.00
0.00
1,043
3.98
0.01
0.01
0.00
25.50
0.00
1,027
3.97
0.01
0.01
0,00

. 82001 Wetland 25yr NC -Craven County 25-Year Duration=5 min, inten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 sln 003998 © 2006 H droCAD Software Solutions LLC 813 2009
Hydrograph for Pond 1P: Wetland (continued)
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
25.00
0.00
1,012
3.96
0.01
0.01
_
0.00
26.50
0.00
997
3.96
0.01
0.01
0.00
27.00
0.00
982
3.95
0.01
0.01
0.00
27.50
0.00
967
3.95
0.01
0.01
0.00
28.00
0.00
952
3.94
0.01
0.01
0.00
28.50
0.00
937
3.93
0101
0.01
0.00
29.00
0.00
922
3.93
0.01
0.01
0.00
29.50
0.00
908
3.92
0.01
0.01
0.00
30.00
0.00
893
3.91
0.01
0.01
0.00
30.50
0.00
879
3.91
0.01
0.01
0.00
31.00
0.00
865
3.90
0.01
0.01
0.00
31.50
0.00
851
3.90
0.01
0.01
0.00
32.00
0.00
837
3.89
0.01
0.01
0.00
32.50
0.00
823
3.88
0.01
0.01
0.00
33.00
0.00
809
3.88
0.01
0.01
0.00
33.50
0.00
796
3.87
0.01
0.01
0.00
34.00
0.00
782
3.87
0.01
0.01
0.00
34.50
0.00
769
3.86
0.01
0.01
0.00
35.00
0.00
755
3.85
0.01
0.01
0.00
35.50
0.00
742
3.65
0.01
0.01
0.00
36.00
0.00
729
3.84
0.01
0.01
0.00
36.50
0,00
716.
3.84
0.01
0.01
0.00
37.00
0.00
704
3.83
0.01
0.01
0.00
37.50
0.00
691
3.83
0.01
0.01
0.00
38.00
0.00
678
3.82
0.01
0.01
0.00
38.60
0.00
666
3.81
0.01
0.01
0.00
39.00
0.00
654
3.81
0.01
0.01
0.00
39.50
0.00
641
3.80
0.01
0.01
0.00
40.00
0.00
629
3.80
0.01
0.01
0.00
40.50
0.00
617
3.79
0.01
0.01
0.00
41.00
0.00
606
3.79
0.01
0.01
0.00
41.50
0.00
594
3.78
0.01
0.01
0.00
42.00
0.00
582
3.78
0.01
0.01
0.00
42.50
0.00
571
3.77
0.01
0.01
0.00
43.00
0.00
560
3.77
0.01
0.01
0.00
43.50
0.00
548
3.76
0.01
0.01
0.00
44.00
0.00
537
3.76
0.01
0.01
0.00
44.50
0.00
526
3.75
0.01
0.01
0.00
45.00
0.00
515
3.75
0.01
0.01
0.00
45.50
0.00
605
3.74
0.01
0.01
0.00
46.00
0.00
494
3.74
0.01
0.01
0.00
46.50
0.00
484
3.73
0.01
0.01
0.00
47.00
0.00
473
3.73
0.01
0.01
0.00
47.50
0.00
463
3.72
0.01
0.01
0.00
48.00
0.00
453
3.72
0.01
0.01
0.00
48.50
0.00
443
3.71
0.01
0.01
0.00
49.00
0.00
433
3.71
0.01
0.01
0.00
49,50
0.00
423
3.70
0.01
0.01
0.00
•
50.00
50.50
0.00
0.00
414
404
3.70
3.70
0.01
0.01
0.01
0.01
0.00
0.00
51.00
0.00
395
3.69
0.01
0.01
0.00
51.50
0.00
385
3.69
0.01
0.01
0.00

•82001 Wetland 25yr NC -Craven County 25-Year Duration=5 min, Inten=10.14 in1hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAM 8.00 s/n 003998 © 2006 H droCAD Software Solutions LLC 8/3/2009
Hydrograph for Pond 1P: Wetland (continued)
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
(hours)
cfs
(cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
52.00
0.00
376
3.68
0.01
0.01
-
0.00
52.50
0.00
367
3.68
0.00
0.00
0.00
53.00
0.00
358
3.67
0.00
0.00
0,00
53.50
0.00
350
3.67
0.00
0.00
0.00
54.00
0.00
341
3.67
0.00
0.00
0.00
54.50
0.00
333
3.66
0.00
0.00
0.00
55.00
0.00
324
3.66
0.00
0.00
0.00
55.50
0.00
316
3.65
0.00
0.00
0.00
56.00
0.00
308
3.65
0.00
0.00
0.00
56.50
0.00
300
3.65
0.00
0.00
0.00
57.00
0.00
292
3.64
0.00
0.00
0.00
57.50
0.00
284
3.64
0.00
0.00
0.00
58.00
0.00
277
3.64
0.00
0.00
0.00
58.50
0.00
269
3.63
0.00
0.00
0.00
59.00
0.00
262
3.63
0.00
0.00
0.00
69.50
0.00
255
3.62
0.00
0.00
0.00
60.00
0.00
248
3.62
0.00
0.00
0.00
60.50
0.00
241
3.62
0.00
0.00
0.00
61.00
0.00
234
3.61
0.00
0.00
0.00
®
61.50
62.00
0.00
0.00
227
221
3.61
3.61
0.00
0.00
0.00
0.00
0.00
0.00
62.50
0.00
214
3.61
0.00
0.00
0.00
63.00
0.00
208
3.60
0.00
0.00
0.00
63.50
0.00
202
3.60
0.00
0.00
0.00
64.00
0.00
196
3.60
0.00
0.00
0.00
64.50
0.00
190
3.59
0.00
0.00
0.00
65.00
0.00
184
3.59
0.00
0.00
0.00
65.50
0.00
178
3.59
0.00
0.00
0.00
66.00
0.00
173
3.59
0.00
0.00
0.00
66.50
0.00
167
3.58
0.00
0.00
0.00
67.00
0.00
162
3.58
0.00
0.00
0.00
67.50
0.00
157
3.58
0.00
0.00
0.00
68.00
0.00
152
3.58
0.00
0.00
0.00
68.50
0.00
147
3.57
0.00
0.00
0.00
69.00
0.00
142
3.57
0.00
OAO
0.00
69.50
0.00
138
3.57
0.00
0.00
0.00
70.00
0.00
133
3.57
0.00
0.00
0.00
70.50
0.00
129
3.56
0.00
0.00
0.00
71.00
0.00
125
3.56
0.00
0.00
0.00
71.50
0.00
121
3.56
0.00
0.00
0.00
72.00
0.00
117
3.56
0.00
0.00
0.00
72.50
0.00
113
3.56
0.00
0.00
0.00
73.00
0.00
109
3.55
0.00
0.00
0.00
73.50
0.00
106
3.55
0.00
0.00
0.00
74.00
0.00
102
3.55
0.00
0.00
0.00
74.50
0.00
99
3.55
0.00
0.00
0.00
75.00
0.00
96
3.55
0.00
0.00
0.00
75.50
0.00
93
3.55
0.00
0.00
0.00
76.00
0.00
90
3.54
0.00
0.00
0.00
76.50
0.00
87
3.54
0.00
0.00
0.00
77.00
0.00
85
3.54
0.00
0.00
0.00
77.50
0.00
82
3.54
0.00
0.00
0.00

82001 Wetland 25yr NC -Craven County 25-Year Durefion=5 min, lnten=10.14 Whr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 s/n 003998 © 2006 HydroCAD Software Solutions LLC _ 813l24Q9
Hydrograph for Pond I P: Wetland (continued)
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
(cis)
78.00
0.00
80
3.54
0.00
0.00
OAO
78.50
0.00
77
3.54
0.00
0.00
0.00
79.00
0.00
75
3.54
0.00
0.00
0.00
79.50
0.00
73
3.54
0.00
0.00
0.00
80.00
0.00
71
3.54
0.00
0.00
0.00
80.50
0.00
69
3.53
0.00
0.00
0.00
81.00
0.00
67
3.53
0.00
0.00
0.00
81.50
0.00
65
3.53
0.00
0.00
0.00
82.00
0.00
64
3.53
0.00
0.00
0.00
82.50
0.00
62
3.53
0.00
0.00
0.00
83.00
0.00
60
3.53
0.00
0.00
0.00
83.50
0.00
59
3.53
0.00
0.00
0.00
84.00
0.00
57
3.53
0.00
0.00
0.00
84.50
0.00
56
3.53
0.00
0.00
0.00
85.00
0.00
55
3.53
0A0
0.00
0.00
85.60
0.00
53
3.53
0.00
0.00
0.00
86.00
0.00
52
3.53
0.00
0.00
0.00
86.50
0.00
51
3.53
0.00
0.00
0.00
87.00
0.00
50
3.52
0.00
0.00
0.00
87.50
0.00
49
3.52
0.00
0.00
0.00
88.00
0.00
48
3.52
0.00
0.00
0.00
88.50
0.00
47
3.52
0.00
0.00
0.00
89.00
0.00
46
3.52
0.00
0.00
0.00
89.50
0.00
45
3.52
0.00
0.00
0.00
90.00
0.00
44
3.52
0.00
0.00
0.00
90.50
0.00
43
3.52
0.00
0.00
0.00
91.00
0.00
42
3.52
0.00
0.00
0.00
91.50
0.00
41
3.52
0.00
0.00
0.00
92.00
0.00
41
3.52
0.00
0.00
0.00
92.50
0.00
40
3.52
0.00
0.00
0.00
93.00
0.00
39
3.52
0.00
0.00
0.00
93.50
0.00
39
3.52
0.00
0.00
0.00
94.00
0.00
38
3.52
0.00
0.00
0.00
94.50
0.00
37
3.62
0.00
0.00
0.00
95.00
0.00
37
3.52
0.00
0.00
0.00
95.50
0.00
36
3.52
0.00
0.00
0.00
96.00
0.00
35
3.52
0.00
0.00
0.00
96.50
0.00
35
3.52
0.00
0.00
0.00
97.00
0.00
34
3.52
0.00
0.00
0.00
97.50
0.00
34
3.52
0.00
0.00
0.00
98.00
0.00
33
3.52
0.00
0.00
0.00
98.50
0.00
32
3.52
0.00
0.00
0.00
99.00
0.00
32
3.52
0.00
0.00
0.00
99.50
0.00
31
3.52
0.00
0.00
0.00
100.00
0.00
31
3.52
0.00
0.00
0.00
100.50
0.00
30
3.52
0.00
0.00
0.00
101.00
0.00
30
3.51
0.00
0.00
0.00
101.50
0.00
29
3.51
0.00
0.00
0.00
102.00
0.00
29
3.51
0.00
0.00
0.00
102.50
0.00
28
3.51
0.00
0.00
0.00
103.00
0.00
28
3.51
0.00
0.00
0.00
103.50
0.00
27
3.51
0.00
0.00
0.00

82001 Wetland 25yr NC -Craven County 25-Year Duration=5 min, lnten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 s/n 003998 & 2006 HydroCAD Software Solutions LLC 8/3/2009
Hydrograph for Pond 1 P: Wetland (continued)
Time
Inflow
Storage
Elevation
Outflow
Primary
Secondary
(hours)
(cfs _-
(cubic -feet]
(feet)
(cfs)
_ _ _(cfs)_
_ . jcfs)
104.00
0.00
27
3.51
0.00
0.00
0.00
104.50
0.00
26
3.51
0.00
0.00
0.00
105.00
0.00
26
3.51
0.00
0.00
0.00
105.50
0.00
25
3.51
0.00
0.00
0.00
106.00
0.00
25
3.51
0.00
0.00
0.00
106.50
0.00
24
3.51
0.00
0.00
0.00
107.00
0.00
24
3.51
0.00
0.00
0.00
107.50
0.00
24
3.51
0.00
0.00
0.00
108.00
0.00
23
3.51
0.00
0.00
0.00
108.50
0.00
23
3.51
0.00
0.00
0.00
109.00
0.00
22
3.51
0.00
0.00
0.00
109.50
0.00
22
3.51
0.00
0.00
0.00
110.00
0.00
22
3.51
0.00
0.00
0.00
110.50
0.00
21
3.51
0.00
0.00
0.00
111.00
0.00
21
3.51
0.00
0.00
0.00
111.50
0.00
21
3.51
0.00
0.00
0.00
112.00
0.00
20
3.51
0.00
0.00
0.00
112.50
0.00
20
3.51
0.00
0.00
0.00
113.00
0.00
20
3.51
0.00
0.00
0.00
® 113.50
114.00
0.00
0.00
19
19
3.51
3.51
0.00
0.00
0.00
0.00
0.00
0.00
114.50
0.00
19
3.51
0.00
0.00
0.00
115.00
0,00
18
3.51
0.00
0.00
0.00
115.50
0.00
18
3.51
0.00
0.00
0.00
116.00
0.00
18
3.51
0.00
0.00
0.00
116.50
0.00
17
3.51
0.00
0.00
0.00
117.00
0.00
17
3.51
0.00
0.00
0.00
117.50
0.00
17
3.51
0.00
0.00
0.00
118.00
0.00
16
3.51
0.00
0.00
0.00
118.50
0.00
16
3.51
0.00
0.00
0.00
119.00
0.00
16
3.51
0.00
0.00
0.00
119.50
0.00
16
3.51
0.00
0.00
0.00
120.00
0.00
15
3.51
0.00
0.00
0.00

•
0
LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
July 29, 2009
Carl C. Huddle, PE
Trader Construction Co.
P.O. Drawer 1598
New Bern, NC 28563
Reference: Stormwater Wetland/Seasonal Low Watertable study for the proposed stormwater
wetland area at for Summerhouse on Everett Bay, located near Holly Ridge, NC.
Dear Mr. Huddle:
On Tuesday, July 28,-2009, Land Management Group, Inc. had the pleasure of evaluating
the proposed stormwater wetland area at for Summerhouse on Everett Bay, located near Holly
Ridge, NC. The purpose of the evaluation was to describe the soil profile, quantify the depth to
the seasonal high/low water table, determine soil texture, and to inform the project engineer of
any potential limitations of this project at two pre selected locations within the proposed
stormwater infiltration areas.
The soils at this site are mapped as Wando soils in the Soil Survey of Onslow County
(USDA, 1986). Actual soil boring I and 2 confirm the soil to be a Pactolus soil series, (see Test
Area Map Appendix A and soil profile descriptions in Appendix B). The Pactolus soil series
formed from marine, fluvial and aeolian sandy material on flats, terraces and ridges. The
seasonal high water table is normally evident by observation of redoximorphic features
suggesting past conditions of saturation and reduction. There is evidence of redoximorphic
features at 35" in boring 1 and 38" in boring 2 from the existing soil surface. LMG believes the
seasonal low water table to be in the area of 6 feet below the existing soil surface due to the soil
properties; landscape position and regional drainage patterns. It is expected that these soils will
have an infiltration rate in the range of 4-6 in/hr in borings I and 2. The official published
description and physical and chemical data for the Pactolus soil series is shown in Appendix C for
comparison.
In summary, LMG has performed a site specific evaluation within the stormwater
bioretention area. This area has soils that have seasonal high water tables at 35" in boring 1 and
38" in boring 2 from the existing soil surface, LMG believes that the seasonal low watertable is
around 6 feet from the existing soil surface at both locations due to existing soil properties,
landscape position and regional soil drainage. It is expected that these soils will have an
infiltration rate in the range of 4-6 in/hr in borings i and 2. Please do not hesitate to contact me if
you have any questions with this report. As with any project of this nature the appropriate
government agencies will have the final permitting authority. I maybe reached at 910-452-0001,
910-471-0505 or at nhowell0jingroup.net .
Sincerely,
Nick Howell
NC Licensed Soil Scientist#1294
� 5 �
www.lmgroup.net o [e-mail] a Phone: [phone].0060
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 o P.O. Box 2522, Wilmington,�NC 28402

Summerhouse On Everett Bay
Proposed Bio-Retention Area
Stormwater Infiltration Study
July 29, 2009
10' Soil Borin
Job # 30.09.132
Carl C. Huddle
Drawing By N.P.H.
�—� 1017
TCY
�1 ` \ \ 1. •.����.\\ 1'Y_ `'� , v f�( �.\ +� /
:;.a. �,: ,nRAinnGE:nR�n• .' :.! I701019
"• �/a; ••,.��•;,:a:• '.TAI P3K`i ,55F: :`. ` +�,-i
TOTAL= tr, "SF=, ' \. `S; -2 1020
.� a�•,
Land Management Group, Inc. *Drawing Not To Scale*
Environmental Consultants
P.O. Box 2522 **Drawing, Provided By Others**
Wilmington, NC ***Borings are Paced and A roximate***
www.LMGrouP.net Approximate'
Phone: [phone] Fax: [phone]

• B1 Side Slope 1-2%
Fill — 0-7" Mixed sandy topsoil fill material.
A — 7-13" Loamy Sand, granular very friable non sticky on plastic, 1 OYR 3/1.
Bh—13-19" Loamy Sand non cemented, granular, friable non sticky non plastic, IOYR
4/4.
C- 19-35" Sand, single grained, loose non sticky non plastic, I OYR 6/4.
Cg — 35-50"+ Sand, single grained, loose non sticky non plastic, 10YR 6/2.
Physical Water: NA 7-28-09
SHWT: 3 1 "
SLWT: -•6' (72")
B3 Side Slope 1-2%
Fill — 0-7" Mixed sandy topsoil fill material.
A -- 7-12" Loamy Sand, granular very friable non sticky on plastic, l OYR 3/1.
Bh—12-15" Loamy Sand non cemented, granular, friable non sticky non plastic, 1 OYR
4/4,
C1- 15-24" Sand, single grained, loose non sticky non plastic, IOYR 5/6.
C2- 24-38" Sand, single grained, loose non sticky non plastic, 1 OYR 6/4.
C3 — 38-48" Sandy Loam with Loamy Sand on Ped Faces, weak medium subangular
blocky friable slightly sticky non plastic, 1OYR 5/8 with 7.5YR 5/8 and 1 OYR 6/2
mottles.
Cg — 35-50"+ Sand, single grained, loose non sticky non plastic, IOYR 6/2 with IOYR
O 5/4 mottles.
Physical Water: NA 7-28-09
SHWT: 38"
SLWT: ---6' (72")
0

E
Appendix C
Published Description and Chemical and Physical
Properties of the Pactolus Soil Series
0

Official Series Description - PACTOLUS Series
http://www2.ftw.nrcs.usda.gov/osd/dat/P/PACTOLUS.htmf
LOCATION PACTOLUS NC+AL FL SC VA
• Established Series
Rev. GH-PLT
05/2004
PACTOLUS SERIES
MLRA(s): 133A, 153A
MLRA Office Responsible: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class: Moderately well to somewhat poorly drained
Permeability: Rapid
Surface Runoff. Slow
Parent Material: Sandy fluvial and marine sediments
Slope: 0 to 6 percent
Mean Annual Air Temperature (type location): 63 degrees F.
Mean Annual Precipitation (type location): 48 inches
TAXONOMIC CLASS: Thermic, coated Aquic Quartzipsamments
TYPICAL PEDON: Pactolus loamy sand --cultivated. (Colors are for moist soil unless otherwise
stated.)
Ap--O to 8 inches; dark grayish brown (1 OYR 4/2) loamy sand; weak fine granular structure; very
friable; common fine roots; moderately acid; clear wavy boundary. (5 to 14 inches thick)
C1--8 to 15 inches; light yellowish brown (I OYR 6/4) loamy sand; single grained; very friable; few fine
roots; moderately acid; clear wavy boundary. (4 to 8 inches thick)
C2--15 to 25 inches; brownish yellow (I OYR 6/6) loamy sand; single grained; very friable; few fine
roots; very strongly acid; gradual wavy boundary. (8 to 12 inches thick)
C3--25 to 40 inches; light yellowish brown (1 OYR 6/4) loamy sand; common medium distinct light gray
(I OYR 7/1) iron depletions; single grained; very friable; few fine roots; strongly acid; gradual wavy
boundary. (10 to 20 inches thick)
Cg--40 to 80 inches; light gray (I OYR 7/1) loamy sand; common medium distinct brownish yellow
0OYR 6/6) soft masses of iron accumulation; single grained; very friable; very strongly acid.
TYPE LOCATION: Pitt County, North Carolina; about 4 miles north of Grimesland on SR 1566, 350
feet north of intersection SR 1564; 80 feet northeast of barn, 10 feet east of path.
RANGE IN CHARACTERISTICS:
Thickness of sandy horizons: 80 inches or more. The 10 to 40 inch control section contains 10 to 25
• percent fines
Depth to Bedrock: Greater than 80 inches
Depth to Seasonal High Water Table: 18 to 36 inches, December to April
i of 4 7/28/2009 2:22 PM

Official Series Description - PACTOLUS Series
http://www2.ftw.nres.usda.gov/osd/dat/P/PACfOLUS.html
Soil Reaction: extremely acid to strongly acid except where the surface has been limed
• A or Ap horizon:
Color --hue of 1 OYR or 2.5Y, value of 3 through 6, and chroma of 1 to 4
Texture --loamy sand, loamy fine sand, sand, or fine sand
C horizon (upper part):
Colorhue. of IOYR or 2.5Y, value of 5 to 7, and chroma of 3 through 8
Texture --sand, loamy sand, fine sand, coarse sand, or loamy fine sand
C horizon (lower part):
ColorlOYR or 2.5Y, value of 5 to 8, and chroma of 3 or 4
Texture --sand, loamy sand, fine sand, coarse sand, or loamy fine sand
Redoximorphic features --iron depletions with chroma of 2 or less may occur in some pedons within a
depth of 20 inches. Iron masses in shades of yellow, brown, or red are found in some pedons.
The upper part of the C horizon has hue of 1 OYR or 2.5Y, value of 5 to 7, and chroma of 3 through 8.
The lower part of the C horizon has hue of 1 OYR or 2.5Y, value of 5 to 8, and chroma of 3 or 4. Iron
depletions in shades of gray are at depths of less than 40 inches, and may occur within a depth of 20
inches. The lower C horizon in some pedons is mottled with redoximorphic features in shades of gray,
yellow, brown, or red. Clean sand grains are in the lower part of the C horizon in most pedons. Texture
is sand, loamy sand, fine sand, coarse sand, or loamy fine sand.
The Cg horizon, where present, has hue of i OYR or 2.5Y, value of 5 to 7, and chroma of 1 or 2. Soft
masses of iron accumulation in shades of red, yellow, or brown range from none to many. Texture is the
same as for the C horizon.
COMPETING SERIES:
Chi soils --somewhat poorly drained soils (seasonal high water table 18 to 36 inches)with 5 to 10
percent silt plus clay in the 10 to 20 inch control section
Kawah soils --somewhat poorly drained soils (seasonal high water table 18 to 36 inches) with 5 to 10
percent silt plus clay in the 10 to 20 inch control section
Lotus soils -moderately well to somewhat poorly drained soils (seasonal high water table 18 to 36 inches)
with buried A horizons within a depth of 40 inches
GEOGRAPHIC SETTING:
Landscape: Coastal Plain
Landform: Stream an marine terraces
Elevation: 25 to 120 feet above mean sea level
Parent Material: Loamy and sandy fluvial sediments and marine sediments
Mean Annual Air Temperature: 59 to 70 degrees
Mean Annual Precipitation: 38 to 60 inches
Frost Free Period: 210 to 270 days
GEOGRAPHICALLY ASSOCIATED SOILS:
Alaga soils --somewhat excessively drained soils (seasonal high water table greater than 60 inches)with a
minimum of 10 percent silt plus clay in the control section
• Kenansville sails --well drained soils (seasonal high water table greater than 48 inches) in loamy particle
size class on slightly higher landscapes
Latonia soils --well drained soils in coarse -loamy family on slightly higher landscapes
2 of 4 7/28/2009 2:22 PM

Official Series Description - PACTOLUS Series
http://www2.ftw.nres.usda.gov/osd/daVP/PACTOLUS.httnl
Osier soils --poorly drained soils (seasonal high water within 12 inches of the surface for 3 to 6 months in
. most years) on lower parts of the landscapes
Troup soils --somewhat excessively drained soils (seasonal high water table greater than 60 inches) in
loamy particle size class on higher landscapes
Wa&n•am soils -well drained soils (seasonal high water table greater than 72 inches) with loamy particle
size class on higher landscapes
DRAINAGE AND PERMEABILITY:
Agricultural Drainage Class: Moderately well to somewhat poorly drained
Permeability: Rapid
USE AND VEGETATION:
Major Uses: Mostly cultivated
Dominant Vegetation: Where cultivated --corn, soybeans, peanuts, improved pasture grasses, tobacco,
and truck crops. Where wooded- -loblolly pine, longleaf pine, sweetgum, blackgum, red maple, water
oak, willow oak, and black cherry, gallberry, inkberry, blueberry, huckleberry, greenbrier, sassafras, and
switch cane.
DISTRIBUTION AND EXTENT:
Distribution: Florida, Georgia, North Carolina, South Carolina, and Virginia
Extent: Moderate
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
. SERIES ESTABLISHED: Pitt County, North Carolina; 1969.
REMARKS: This series was previously included in the Klej series, but Klej is in a mesic family.
Diagnostic horizons and features recognized in the typical pedon are:
Ochric epipedon - the zone from the surface to a depth of 8 inches (Ap horizon)
Aquic conditions - redoximorphic features beginning in the zone between 25 and 40 inches (C3
horizon), and also present in the Cg horizon at 40 to 80 inches.
ADDITIONAL DATA:
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO066 PACTOLUS 0- 5 59- 10 210-270 38- 60 25- 120
SOI-5 F1oodL FloodH Watertable Kind Months Bedrock Hardness
NCO066 NONE RARE 1.5-3.0 APPARENT DEC -APR 60-60
SOT-5 Depth Texture 3-Inch No-10 Clays -CEC-
NCO066 0-40 LS LFS S 0- 0 100-100 2-12 1- 3
NCO066 40-80 S LS LFS 0- 0 100--100 2-12 0- 2
® S0I-5 Depth -pH-- O.M. Salin Permeab Shnk-Swll
NCO066 0-40 3.5- 5.5 .5-2. 0- 0 6.0- 20 LOW
NCO066 40-80 3.5- 5.5 0.-.5 0- 0 6.0- 20 LOW
3 of4 7/28/2009 2:22 PM

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Doc ID: 001084680049 TV Ile,, CRP
Recorded: 06/21/2006 at 10:49:14 AM
Fee AMt: $158.00 Page 1 of 49
Onslou County, NO
Mildred M Thomas Register of Deeds
SK2679 PG633-681
Summerhouse
on
Everett Bay
DECLARATION OF PROTECTIVE COVENANTS, RESTRICTIONS,
EASEMENTS, CHARGES, AND LIENS FOR SUMMERHOUSE ON
EVERETT BAY
G-16.06
FINAL

NOTE: THIS DECLARATION CONTAINS BINDING, IRREVOCABLE
AGREEMENT TO ARBITRATE AND IS SUBJECT TO ARBITRATION
PURSUANT TO THE STATE CODE STATUTE OR UNIFORM
ARBITRATION ACT THAT IS APPLICABLE REGARDING BINDING
ARBITRATION. -
i
DECLARATION OF PROTECTIVE COVENANTS RESTRICTIONS,
EASEMENTS, CHARGES AND LIENS FOR. SUMMERHOUSE ON
EVERETT BAY
THIS DOCUMENT REGULATES OR PROHIBITS THE DISPLAY OF
POLITICAL SIGNS, THE FLAG OF THE UNITED STATES OF
AMERICA AND THE STATE OF NORTH CAROLINA.

C%Apy
NOTE: THIS DECLARATION CONTAINS BINDING, IRREVOCABLE AGREEMENT TO ARBITRATE AND IS SUBSECT TO
ARBITRATION PURSUANT TO THE STATE CODE STATUTE OR UNIFORM ARBITRATION'ACT THAT IS APPLICABLE
REGARAL.NG BINDING ARBITRAT104.
STATE OF NORTH CAROLINA ) DECLARATION OF PROTECTIVE
} COVENANTS, RESTRICTIONS, EASEMENTS,
COUNTY OF ONSLOW } CHARGES AND LIENS FOR
SUMMERHOUSE ON EVERETT BAY
THIS DECLARATION made by R.A. NORTH DEVELOPMENT 1:, Inc., a North
Carolina corporation, hereinafter referred to as the "Declarant":
WITNESSETH:
WHEREAS, the Declarant is the owner of the real property more particularly described
below, and desires to develop thereon a residential subdivision (hereinafter, together with any
property added thereto, called "the Subdivision"); and
WHEREAS, the Declarant, in its discretion, may incorporate any additional real property
as additional phases of the Subdivision and bring same under this Declaration but shall be under
no obligation to do so; and
WHEREAS, the Declarant desires to maintain design criteria, location and construction
spec'f cations, and other controls to assure the integrity of the Subdivision; and
WHEREAS, each owner of a Lot in the Subdivision will be required to maintain and
construct homes in accordance with the design criteria herein contained; and,
WHEREAS, the Declarant desires to provide for the preservation of the values and
amenities in the Subdivision and for the maintenance of common areas and facilities, if any, and
to this end, desires to subject the real property described in Exhibit "A" to the covenants,
restrictions, easements, charges and liens hereinafter set forth, each and all of which is and are
for the benefit of said property and each owner thereof-, and,
WHEREAS, the Declarant has deemed it desirable, for the efficient preservation of the
values and amenities in the Subdivision, to create an association to which will be delegated and
assigned the powers of maintaining and administering the Subdivision (as defined hereinafter),
promulgating rules and regulations for the usage of common areas in accordance with this
Declaration, administering and enforcing the covenants and restrictions and levying, collecting
and disbursing the assessments and charges hereinafter created; and,
WHEREAS, the Declarant has caused to be incorporated under the laws of the State of
North Carolina, a not -for -profit corporation to be known as Summerhouse on Everett Bay
Homeowners Association, Inc. for the purpose of exercising the aforesaid functions,

NOW THEREFORE, the Declarant declares that the real property described in Exhibit
"A", annexed hereto and forming a part hereof, is and shall be held, transferred, sold, conveyed
and occupied subject to the North Carolina Planned Community Act codified in Chapter 47F of .
the North Carolina General Statues and subject to the covenants, restrictions, easements, charges
and Iiens hereinafter set forth.
ARTICLE I
Definitions
Section I . The following words when used in this Declaration or any Supplemental
Declaration (unless the context shall prohibit) shall have the following meanings:
(a)"Additional Property" shall mean and refer to additional real estate that the Declarant,
in its discretion, may incorporate as additional phases of the Subdivision and bring same
under this Declaration but shall be under no obligation to do so.
(b)"Annual Assessments" or "Assessments" shall mean an equal assessment established
by the Board of Directors for common expenses as provided for herein or by a
subsequent amendment which shall be used for the purpose of promoting the recreation,
common benefit and eijoyment of the Owners and occupants of all Lots and the
operation., maintenance and repair of the Common Area.
(c) "Arch it ectural Review Committee " or "ARC" shall mean and refer to the
Architectural Review Committee established under Article VIII hereof.
(d)"Association." shall mean and refer to Summerhouse on Everett Bay Homeowners
Association, Inc., its successors and assigns, a not -for -profit North Carolina Corporation.
(e)"Common Area and/or Open. Space " shall mean and refer to all common area and
those areas of land, including the facilities to be constructed thereon, if any, shown and
specifically designated as such on any subdivision map of the Subdivision (as hereafter
defined) filed by Declarant or by any other means so designated by Declarant. The
Common Area shall be all areas not included in one of the 1,029 proposed lots. Common
Area and or Open Space will be under control of the Homeowners Association. Such
areas are intended to be devoted to the common use and enjoyment of the members of the
Association as herein defined, and are not dedicated for use by the general public.
However, no general plan or plat of the Subdivision showing additional property or
adjoining areas which may later be developed as additional phases of the Subdivision
shall cause such areas to be included as Common Area nor shall the Association or any
Owner -be entitled to any right, title or interest therein unless and until such adjoining
areas shall have been formally included as a part of the Subdivision by the Declarant
pursuant to the terms hereinafter contained. Subject to the provisions of Article VI
hereof, existing and future streets, roads and right-of-ways, alleys, open spaces, private
lanes, greenways, median strips, cul-de-sac centers, planting areas, street trees, clubhouse
facility, swimming pool, tennis courts, playground and miscellaneous recreational areas,
parks, entrance walls, electronic entry gate and signage, mail box 'facilities, gate house,
( ponds, lakes, retaining walls, bulkheads, walks, sidewalks, boardwalks, estuary areas,
walking trails, boat storage and a small vessel launch, a viewing dock and 10 day slips, 10
2

all (subject to regulatory approval), and any other areas, facilities if any, or improvements
so designated specifically in writing or designated as "Common Area and/or Open Space"
(r. on the plats of the Subdivision referred to in Exhibit "A" hereto and any further phases of
the Subdivision, shall become Common Area upon conveyance by Declarant to the
Association.
Provided however, the recording and reference to said plat shall not in and of itself be
construed as creating any dedications, rights or easements (negative reciprocator
otherwise), all such dedications, rights and/or easements being made only specifically by
this Declaration, any amendment or supplement hereto or any deed of conveyance from
Declarant, its successors or assigns.
(f)"Declarant" shall mean and refer to R.A. North Development I, Inc., a North Carolina
corporation, its successors and/or assigns.
(g)"Declaration" shall mean and refer to this Declaration of Protective Covenants, .
Restrictions, Easements, Charges and Liens for Summerhouse on Everett Bay, as it may
be amended from time to time.
(h)"Dwelling" shall mean and refer to the completed single family home located upon a
Lot.
(i)"Governing Documents" shall mean and refer to the Declaration, the Articles of
Incorporation of the Association, the By -Laws of the Association, the Architectural
Guidelines ("Guidelines") the Application for Preliminary Architectural Review, the
Application for Final Architectural Review, Summerhouse on Everett Bay Guidelines
Pattern Book, Summerhouse on Everett Bay Approved Plant List and the Rules and
Regulations of the Association.
0)"Lot" shall mean and refer to any lot of land intended for residential use, with
delineated boundary lines appearing on any recorded subdivision map of the Subdivision
with the exception of any Common Area shown on any plat of the Subdivision. In the
event any Lot is increased in size by subdivision or combination, the same shall
nevertheless be, and remain a Lot for the purposes of this Declaration. This definition
shall not imply, however, that a Lot may be subdivided if prohibited elsewhere in this
Declaration.
(k)"Member" shall mean and refer to an Owner who is a member of the Association as
provided in Article V hereof.
(1)"Owner " shall mean and refer to the record owner, whether one or more persons or
entities, of the fee -simple title to any Lot(s) later developed, but shall not mean or refer to
any mortgagee or subsequent holder of a mortgage, unless and until such mortgagee or
holder has acquired title pursuant to foreclosure or any proceedings in lieu of foreclosure.
Said term "Owner" shall also refer to the.heirs, successors and assigns of any Owner.
The Declarant shall not be deemed an Owner.
(m)"Setback " shall mean an area along the boundary of a Lot where no building or other
structures including, without limitation, swimming pools, fences, patios or decks shall be
3

permitted, without the express written permission of Declarant,
I� (n)"Single Family Area" shall mean and refer to any portion of the Subdivision .
t designated as such by the Declarant in which Lots are for single family residential use,
(o)"Subdivision " shall'mean and refer to all property including Lots, Common Area
and/or Open Space as are subject to this Declaration, and which are described in Exhibit
"A" together with any additional phases that may be developed and specifically submitted
to the provisions of.this Declaration pursuant hereto.
(p)"Subsequent Amendment" or "Supplemental Declaration " shall mean an amendment
to this Declaration which adds property to this Declaration and makes it subject to the
Declaration. Such Subsequent Amendment. may, but is not required to, impose, expressly
or by reference, additional restrictions and obligations on the land submitted by that
Subsequent Amendment to the provisions of the Declaration.
(q)"Waterfront Lot" shall mean those Lots whose boundary lies on the Intracoastal
Waterway or any lot whose boundary lies on Common Area that contains a body of
water.
(r) "Turnover Date" shall have the meaning as set forth in Article V hereof,
(s) "Wastewater Facilities" shall mean the wastewater collection system, a wastewater
treatment plant and a wastewater disposal system which shall be used for the collection,
treatment and disposal of the wastewater from the Subdivision including any future
phases. The Wastewater Facilities include but are not limited to collection lines, mains,
wastewater treatment plant, pumps, controls, electrical equipment, the upset basin, the
infiltration basins, services and connections, existing or proposed for.the Subdivision.
ARTICLE 11
Uses of Property
Section l . Conformity and Approval of Structures. No structure, fence, sidewalk, wall,
swimming pool or other'improvement shall be placed or altered on any Lot except in accordance
with the provisions of this Declaration.
Section 2. Subdivision of Lot. No Lot shall be subdivided except as hereinafter provided
and no building or residence, including porches, swimming pools or projections of any kind,
shall be erected so as to extend over or across any of the Setbacks as hereinafter established
except as herein provided. Provided, however, two or more Lots may be combined to provide
one building site in accordance with this Declaration.
Section 3. Increased Size of Lots. A Lot or Lots may only be subdivided provided the
effect is to increase the size of both of the adjoining Lots. In such cases, the Declarant may alter
the building lines to conform. Should the Owner or Owners of any Lots and/or portions of Lots
which have been combined for a single building site subsequently wish to revert to the original
plan of subdivision, or make any other combination which would not be in violation of this

restriction, such may be done only if the written consent of the Declarant its successors or
Ah assigns is first had and obtained. In such instances, the adjoining Lot Owners, or other Owners
in the subdivision do not have the right to review, pass on or interfere with such Lots
j rearrangement, as such rights shall be exclusively that of the Declarant or any successors or
assigns to whore the Declarant may expressly have transferred such rights, but the Owner of any
other Lot in the subdivision does not, by virtue of such status as an Owner, become any such
successor or assign. More than one Lot may be combined to form one Lot with the written
consent of Declarant, its successors and assigns. Upon combination of Lots, the building line
requirements prescribed herein shall apply and the easements reserved herein shall be applicable
to the rear, side and front Lot lines of such lot as combined. The resulting building site and
structures erected thereon must otherwise comply with these Restrictions and the new property
Line of the resulting building site shall be used to compute the set -back lines as set forth herein.
Annual assessments are applicable on each individual Lot as originally recorded by Declarant
regardless of whether two or more Lots are combined by an owner to form one. Where a Lot is
subdivided to increase the size of two adjoining lots, annual assessments are applicable to the
owner of each subdivided portion. The assessment on the subdivided portions for each Lot
Owner is based on the percentage of acreage acquired from the subdivided Lot.
Section 4. Alteranon_of Setback Lines in the Best Interest of Develonment . Where
because of size, configuration, natural terrain, or any other reason in the sole opinion of the
Declarant, it would be in the best interest of the development of the Subdivision that the setback,
lines of any Lot should be altered or changed, then the Declarant reserves unto itself, its
successors or assigns, and no other, the right to grant a variance to the Lot Owner or in the case
of a Lot owned by Declarant, the Declarant may change said setback lines to meet such
conditions. Any such alteration shall meet any minimum standards as set forth by Onslow
County or the Township of Holly Ridge. The Declarant specifically reserves the right to transfer
and assign this right of approval to the Architectural Review Committee hereinafter established.
Section 5. Completion of Improvements . With the exception of construction which is
interrupted or delayed due to strikes, national emergencies, or physical damage to the work in
progress (such as damage due to fire, lightning, windstorm, flood, hail, riot or civil commotion,
explosion, or theft), any Dwelling constructed upon a Lot must be completed within one (1) year
subsequent to commencement of construction, except with the written consent of Declarant, its
successors or assigns, or, if the Declarant so designates, by the ARC. The Owner of the Lot on
which the improvements are being constructed shall at all times keep public and private streets
contiguous to the Lot free from any dirt, mud, gravel, garbage, trash or other debris which might
be occasioned by construction of the improvements. During construction, the Owner shall
require its contractors to maintain the Lot upon which such work is being done in a reasonably
clean and uncluttered condition and, to the extent possible, all construction trash and debris shall
be kept within refuse containers. Upon completion of construction, the Owner shall cause its
contractors to immediately remove all equipment, tools, and construction material, and debris
from the Lot.
In the event that completion of the Dwelling, outbuildings, or other improvements on any Lot is
not completed within one year, and it is determined that construction progress has diminished to
such an extent that completion of the Dwelling, outbuildings, or other improvements is unlikely
within 120 days, notice will be given to the Owner that the Owner has the obligation, within 30
days, to remove all construction work in progress, including without limitation, the foundation
and all building improvements and all stored building materials, and fill and grade the lot so that

it is restored to its natural grade level. The Declarant or the Association (after termination of
Class B membership) shall have the right to undertake this work upon Owner's failure to do so
- and charge the cost to the Owner and place a lien upon the Lot upon Owner's failure to pay these
charges.
No building under initial construction shall be occupied until construction is completed and
all necessary approvals of the ARC and any governmental authorities have been obtained.
Section 6. Residential Use of Lots . All Lots shall be used for residential purposes
exclusively except for limited home office uses permitted under Section 1 i of this Article II. No
structures, except as hereinafter provided, shall be erected, altered, placed or permitted to remain
on any Lot other than one (1) detached single family Dwelling constructed in accordance with
the Plans and Specifications herein defined in Article III. No timesharing, interval ownership or
other related ownership scheme where the right to exclusive use rotates among multiple owners
or members of the program shall be permitted. Ancillary buildings or other out buildings shall
conform to the architectural scheme and appearance of the Dwelling. In addition, no leasing or
rental of any Dwelling shall be permitted having a duration of less than 6 months nor shall less
than the entirety of any Dwelling be leased. Declarant or its assignee may, however, maintain a
sales office, models and construction office upon one or more Lots until all Lots to be located
within the Subdivision have been sold.
Section 7. Maintenance and Landscaping -of Lots, It shall be the responsibility of each
Owner to prevent the development of any unclean, unsightly, or unkept condition of buildings or
grounds on such Lot which shall tend to substantially decrease the beauty of the neighborhood as
a whole or the specific area. Each Owner shall maintain such Owner's Lot and shall keep
underbrush and weeds mowed. Such maintenance obligation shall also extend to the portion of
any Common Area and/or public street right-of-way located between the boundary lines of each
Lot and any pavement within such street right-of-way, and to the portion of any Common Area
located between the boundary line of each Lot and the shore of any lake, pond, infiltration basin,
stream or other body of water located within such Common Area.
Landscaped and grassed areas on each Lot as designated by the ARC in its sole discretion shall
be watered by means of an automatic underground sprinkler system which shall be employed so
as to keep all vegetation in excellent condition. Landscaping as approved by the ARC shall be
installed prior to occupancy of the building improvements on each Lot. Occupancy prior to
completion of landscaping shall require the written approval of the ARC, shall be for good cause
only, and shall be no earlier than ninety days prior to completion of landscaping. To ensure that
all landscaping will be completed in accordance with the approved landscape plan, Owner shall
post a performance bond with the ARC in the manner set forth in the Architectural Review
Guidelines in the amount of $1,000.00 or such other sum as is established by the ,ARC from time
to time.
Section 8. Nuisances. No noxious, unlawful or offensive activity shall be carried on
upon any Lot, nor shall anything be done thereon tending to cause embarrassment, discomfort,
annoyance or a nuisance to the neighborhood. No plants, poultry, animals, junk, junk
automobiles, or devices or things of any sort, the normal activities or existence of which are in
any way noxious, dangerous, unsightly, unpleasant or of a nature as may diminish or destroy the
enjoyment of other property in the neighborhood shall be placed, kept or maintained on any Lot.
Without limiting the foregoing, exterior lighting may not be so installed on any Lot so as to

+ illuminate any portion of a neighboring Lot or to shine into any window or othenvise enter a
Dwelling located on an adjoining Lot. Bottled gas containers and oil tanks shall be screened
from public view. No lot shall be used for storage of building materials prior to the issuance of
the building permit for the primary residence.
Section 9. ExcIusion of Above Ground Utilities . All electrical service and telephone
lines shall be placed underground and no outside electrical lines shall be placed overhead. No
exposed or exterior radio or television transmission or receiving antenna shall be erected, placed
or maintained on any part of a Lot, provided, however, that the normal service pedestals, etc.,
used in conjunction with such underground utilities shall be permitted within the Subdivision.
Overhead utilities shall be permitted during the construction period and until utility companies
can place them underground. "Satellite dish" antennas and similar equipment in excess of 18
inches in diameter shall not be allowed except in the rear yard (to the rear of the Dwelling) and
must to the fullest reasonable extent, be screened from view from adjoining Lots and roadways
as per the Architectural Guidelines.
Section 10. Signs . No sign of any nature shall be placed on any lot without prior written
approval of the Declarant or the ARC in their sole discretion. No billboards or advertising signs
of any character shall be erected, placed, permitted or maintained on any Lot or improvement
thereon except as herein expressly permitted. "For Sale", or similar signs maybe permitted on a
Lot, in the sole discretion of the Declarant or the ARC, provided the sign complies with material,
size, and color guidelines promulgated by the ARC. In addition, it shall be permissible for the
Association to have a sign located on the Common Area, if the design, size and location of such
sign is approved by Declarant, prior to its erection. No other sign of any kind or design shall be
allowed. Declarant as developer reserves the right at his sole discretion to erect temporary or
permanent signs on Lots and Comrnon Area identifying owner's names, street names, common
area, traffic signs including stop signs and speed limit signs, and any other signs that will aid in
the development of the subdivision including signs advertising the Subdivision and/or model
homes. No sign shall be permitted within the road right-of-way. Should it be determined that a
sign erected on a Lot or in the Common Area does not conform to ARC guidelines, or has not
been approved, the Association, the Declarant, its agents or assigns shall have the right from time
to time to enter said Lot without any liability for damage, wrongful entry, trespass or otherwise
for the purpose of removing the nonconforming sign. The Declarant or the Association has the
right from time to time to revise the rules and regulations regarding signs in order to meet the
needs of the community or satisfy any governmental regulations. Notwithstanding the foregoing,
political signs may be placed on a lot in the time period beginning 45 days before the day of
election and no later than seven days after an election day. The size of any political sign must
comply with any applicable city, town or county ordinance regulating the size and number of
political signs on residential property, but shall not exceed a maximum dimension of 24 inches
by 24 inches.
Section 11. Prohibition Against Business Activity. No business activity, including but
not limited to, a rooming house, boarding house, gift shop, antique shop, landscape business,
professional office or beauty shop or the like or any trade of any kind whatsoever (in which
clients or members of the pubic regularly come to any Lot or any significant business traffic is
generated in the Subdivision) shall be carried on upon any Lot or Lots. Provided, however, that
nothing contained herein shall be construed so as to prohibit use of any portion of a residence as
a home office, so long as no clients or'members of the public regularly come to any Lot and no
significant business traffic is generated in the Subdivision on account of such use. Provided

further, however, that nothing contained herein shall be construed so as to prohibit the
construction of houses to be sold on said Lots or the showing of said houses for the purpose of
selling houses in the Subdivision. Nothing herein shall be construed to prevent the Declarant or
H its permitees from erecting, placing or maintaining signs, structures and offices as it may deem
necessary for its operation and sales in the subdivision.
Section 12, Mining and Drilling. No derrick or other structure designed for use in boring
for oil or natural gas shall be erected, placed or permitted upon any part of the Subdivision, nor
shall any oil, natural gas, petroleum, asphalt or hydrocarbon products or materials of any kind be
produced or extracted from the premises.
Section 13. Garbage Disposal . Each Lot Owner shall provide garbage receptacles or
similar facilities in accordance with reasonable standards established by the Declarant, or a roll-
out garbage rack of the type approved by the Declarant, which shall be visible from the streets on
garbage pickup days only. No garbage or trash incinerator shall be permitted upon the premises.
No burning, burying or other disposal of garbage on any Lot or within the Subdivision shall be
permitted (except licensed contractors may burn construction debris during the period of
construction of improvements on any Lot if they have been properly permitted). Provided,
however, that the Declarant or the Association shall be permitted to modify the requirements of
this Section 13 where necessary to comply with orders of governmental bodies.
Section 14. TempoM Structures . No structure of a nonpermanent character shall be
placed upon any Lot at any time, provided, however, that this prohibition shall not apply to
shelters used by the contractors during construction of the main Dwelling house, it being clearly
understood that the latter temporary shelters may not, at any time, be used for a residence or
( permitted to remain on the Lot after completion of construction. Prior to placement on any lot,
all temporary construction shelters must be approved in writing by the ARC.
Section 15. Other Structures No home, tent (other than small overnight tents used by
children which remain in place for less then 24 hours), barn, shed, shack, trailer, mobile home,
modular home, tree house or other similar out -building or structure shall be placed on any Lot at
any time either temporarily or permanently, except as provided in Section 14 above, nor shall
above ground swimming pools be permitted.
Section 16. Clotheslines . No clotheslines or drying yards shall be located upon the
premises so as to be visible from any Common Area or from any adjoining property or Lot.
Section 17. Vehicles and Off -Street Parkin. There are areas where permanent on street
parking is designated. In non -designated areas, temporary on street parking may be allowed for
24 hours maximum. Each Owner shall provide for parking of vehicles off alleys, private Ianes,
streets and roads within the Properties. Except as otherwise specifically provided for in this
Declaration, no parking shall be permitted in or along any of the alleys, private lanes, roads or
streets in the Properties. There shall be no outside storage or parking upon any portion of the
Properties of any mobile home, modular home, trailer (either with or without wheels), motor
home, tractor, truck (other than personal -use pick-up trucks and sport utility vehicles),
commercial vehicles of any type (including, without limitation, cars or trucks with advertising
signs or lettering), camper, motorized camper or trailer, boat or other water craft, boat trailer,
motorcycle, motorized go-cart or other related forms of transportation devices, except if
` adequately screened from view or otherwise permitted in writing by the Declarant or the

Y Association. Notwithstanding the above, the use of golf carts will be allowed on the roads and
common area subject to any governmental regulations. The Declarant and/or the Association .
reserve the exclusive right, in their sole discretion; to make certain rules and regulations, which
f'
are subject to change from time to time, regarding the use of, parking and storing of golf carts
within the Subdivision. No Owners or other occupants of any portion of the Properties shall
repair or restore any vehicle of any kind upon or within a property subject to this Declaration
except (i) within enclosed garages, -or (b) for emergency repairs, and then only to the extent
necessary to enable the movement thereof to a proper repair facility. Violators of the
prohibitions contained in this Section 17 shall be subject to having their vehicles towed, at the
Owner's expense, by or at the direction of the Association, and to the levy of fines by the
Association in such amount as may be determined from time to time by the Board of Directors.
Additional rules and regulations regarding use, repair and storage of vehicles in the Properties
may be promulgated from time to time by the Board.
Section 18. Sewer , Water, Utilities . No septic tanks or surface toilets are permitted in
the Subdivision. Portable toilets will be allowed only during construction. If applicable, the
grantee of any Lot assumes all responsibility for obtaining all necessary permits. Summerhouse
on Everett Bay Subdivision is to be served by a county water system and by centralized
Wastewater Facilities. Buyer understands and agrees that they will be responsible for the then
applicable water connection fee, sewer connection fee, electric connection fee, electric meter fee
and any impact fees, whether due at closing, when applying for a building permit or any other
time when required to be paid.
It shall be the responsibility of the owner to each dwelling unit to maintain the
wastewater collection line from the cleanout to the dwelling and within the dwelling. The
homeowner shall be responsible not only for that portion of the collection line on his property,
t but also that portion of the collection line that crosses any common ownership prior to entering
the wastewater main.
The Wastewater Facilities in the subdivision will be operated in accordance with the
Wastewater Treatment and Reclaimed Water Utilization System Permit form the North Carolina
Department of Environmental and Natural Resources, Division of Water Quality and the
Purchase and Operations Agreement between R. A. North Development, I, Inc., and Aqua North
Carolina, Inc., any successors or assigns.
Section 19. Firearms and Fireworks No firearms or fireworks of any variety shall be
discharged upon the Lots or Common Area. The term "firearms" shall include, without
limitation, guns, "B-B" guns and pellet guns.
Section 20. Animal and Pets No animals, wildlife, livestock, reptiles, or poultry of any
kind shall be raised, bred, or kept on any portion of the Subdivision, except that dogs, cats, or
other usual and common household pets not to exceed a total of three (3) rhay be permitted in a
Dwelling. Dogs shall be leashed and under control of the owner when on the Common Area. No
dogs shall be permitted to roam the property and the Association may have strays and dogs that
are not leashed and are found off their owner's lot picked up by governmental authorities. Those
pets which, in the sole discretion of the Association, endanger health, make objectionable noise,
or constitute a nuisance or inconvenience to the Owners of other Lots or the owner of any
portion of the Subdivision shall be removed upon request of the Association. No pets shall be
kept, bred, or maintained for any commercial purpose. Pets shall only be permitted on the
Common Area if such portions thereof are so designated by the Association. All persons
bringing a pet onto the Common Area shall be responsible for immediately removing any solid
PO

waste of said pet. No hunting nor trapping of any wildlife, including, but not limited to, birds,
ducks, geese, turkeys, or deer shall be permitted on any common area.
Section 21. Driveways . All private driveways, right-of-ways, and culverts, if
required, installed therein, shall be of a type and quality approved by Declarant or the ARC and
the grade of same shall be set by Declarant or the ARC or any governmental regulations. All
pipe under driveways must be reinforced concrete pipe. No other material will be allowed.
Section 22. Mailboxes . Declarant shall provide locations, in its sole discretion, for mail
box facilities for the community. No other mailboxes and no paper boxes are allowed.
Section 23. Garages . All dwellings built on Lots shall be required to have at least a two
car garage. No garage shall be converted to living area without prior ARC approval. If
approved, lots may have a detached garage as Iong as the garage is constructed of materials
similar to the dwelling and is compatible in design. Garage doors must be closed except when
entering or exiting said garage.
Section 24. Wells and Irri_gation_Systems . No sprinkler or irrigation systems of any
type that draw upon water from creeks, streams, rivers, lakes, ponds, infiltration basins,
wetlands, canals, or other ground or surface waters within the Subdivision- shall be installed,
constructed, or operated within the Subdivision by any person, unless prior written approval has
been received from time Declarant. This Section shall not apply to the Declarant, and it may not
be amended without Declarant's written consent so long as Declarant has the right to add
property to the Subdivision in accordance with Article X Section 2 of this Declaration. No
(� private water wells or individual drinking water supply system shall be permitted upon any Lot.
Section 25. Ponds Lakes and Infiltration Basins . No ponds, lakes or infiltration basins
shown on any map of the Subdivision shall be used for swimming, boating, diving or fishing, nor
shall the use of any personal floatation devices, jet skis or other such items be permitted on any
pond or lake except as permitted by the rules and regulations of the Association in its sole
discretion. No piers, docks or barriers shall be constructed on any portion of the ponds or lakes
nor attached to the shoreline or banks thereof, except those that may be constructed by the
Declarant or as approved by the ARC. No Lot Owner may use or permit to be used any water
from any ponds, infiltration basins, lakes or other bodies of water for irrigation of such Owner's
Lot unless expressly approved in writing by the Declarant, its successors or assigns or ARC.
Permission may be granted in writing at the sole discretion of the Declarant, its agents or assigns
or ARC to allow lot owners to use water from the infiltration basins or lakes and any other ponds
for irrigation purposes. The amount of water and/or when water may be removed will be
designated. Neither the Declarant nor Association shall be responsible for any loss, damage, or
injury to any person or property arising out of the authorized or unauthorized use of ponds, lakes,
or infiltration basins within the Subdivision. No dredging or filling shall be undertaken on any
property adjacent to any water body. The Declarant makes no warranties whatsoever as to the
water level in the infiltration basins, lakes, and ponds, nor to their continued existence beyond
the time that the construction of them has been completed and they are filled with water. There
is to be no interference with pumps, fountains or water features. See Article IV for additional
provisions regaxding ponds and lakes. Declarant reserves a temporary construction easement of
( forty (40) feet in width outside of all Common Areas and Common Areas around all ponds,
infiltration basins and lakes along with the right to clear and grade the land and enter thereon,
10

'without the risk of trespass for the purpose of constructing, clearing or grading the Common
Area, ponds, infiltration basins and lakes. The temporary construction easement will expire
December 1, 2007. There shall be no dumping or discharging of any foreign substance or
material into the ponds, lakes or infiltration basins which shall be in any way harmful or
detrimental to the quality of the waters in said ponds. There shall be no storage of any hazardous
materials within one hundred (100') of the shoreline.of the ponds. No animal life or fish shall be
introduced into the waters of the ponds, lakes or infiltration basins.
Section 26. Artificial Vegetation, Exterior Sculpture and Similar Items . No artificial
vegetation with the exception of specialty use areas such as common area putting greens shall be
permitted. Exterior sculpture, fountains, gazebos, arboretums, flags, and similar items are
subject to Declarant's or ARC's prior approval; provided, however, that nothing contained herein
shall prohibit the appropriate display of the American flag or the flag of the State -of North
Carolina. Notwithstanding the foregoing, the size of the American flag or flag of the State of
North Carolina shall be of a size no greater than four feet by six feet, and shall be displayed in
accordance with or in a manner consistent with the patriotic customs set forth in 4 U.S.C. § 5-10.
Section 27. Play Structures and Yard Accessories. All yard accessories and play
structures, including basketball backboards and any other fixed game, shall be subject to ARC
review and prior approval.
Section 28. -Energy Conservation Equipment. No solar energy collector panels or
attendant hardware or other energy conservation equipment shall be constructed or installed on
any Lot unless it is an integral and harmonious part of the architectural design on a structure, as
�j determined in the sole discretion of Declarant. Under no circumstances shall solar panels be
i installed that will be visible from any street in the Subdivision.
Section 29. Trees . Trees may be removed without prior written approval within the
building foundation area of the main Dwelling and within twenty (20) feet of the main Dwelling
provided that the location of the house has been approved in writing by the ARC or the
Declarant. Except as provided for in this Section and in Article VIII of this Declaration, no tree
six (6") inches in diameter or greater at ground level shall be cut, removed or intentionally
damaged on any Lot without the prior written approval of the Architectural Review. Committee.
Section 30. Elevation and Drainage Changes. No changes in the elevation,
topography or drainage characteristics of any Lot within the Subdivision shall be made without
the prior written approval of the Declarant or the Association Board of Directors.
Section 31. Architectural Style. The architectural style for the community shall be
Coastal Cottage. `
Section 32. Piers. No individual piers will be allowed on any lot located within the
Summerhouse on Everett Bay Subdivision. Individual piers are not allowed on the Intracoastal
Waterway.
Section 33. Small Vessel Launch and Boat Sli s. The Small Vessel Launch and 10 Boat
Slips, which are common area, are subject to regulatory approval. The use of the Boat Ramp and
Boat Slips will be subject to CA -MA Regulations and the Rules and Regulations published by the
Declarant or Association which may be changed from time to time in their sole discretion. Boat
11

Slips are for day use only by all lot owners.
Section 34. Marketing and Sales Activities. Declarant, its affiliates, and designated
Preferred Builders may construct and maintain upon portions of the Common Area and other
property they own, such facilities, activities, and things as , in Declarant's opinion , may
reasonably be required, convenient, or incidental to the construction or sale of Lots. Such
permitted facilities, activities, and things shall include business offices, signs, ;hags (whether
hung from flag poles or attached to a structure), model homes, sales offices, holding or
sponsoring special events, and exterior lighting features or displays. In addition, if reasonably
required, convenient, or incidental to construction or sales activities, Declarant, Declarant's
Affiliates, and Builders may park vehicles in areas other than garages or driveways, including on
streets. Builder's rights under this Section are subject to Declarant's prior written approval.
Section 35. Right to Use Common Area for Special Events. As long as Declarant, its .
successors or assigns, or any Affiliate of Declarant owns any property, including but not limited
to Common Area, described in and shown on the recorded plats of Summerhouse on Everett
Bay, Declarant may use the Common Area to sponsor special events for charitable,
philanthropic, or marketing purposes, subject to the following conditions;
(a) the availability of the facilities at the time requested;
(b) Declarant shall pay all costs and expenses incurred and shall indemnify the
Association against any loss or damage resulting from the special event; and
(c) Declarant shall have the right to assign its rights to charitable organizations or
foundations selected by Declarant. Declarant's right to use the Common Area for
special events shall be enforceable by injunctions, by any other remedy in law or
equity, and by the terms of this Declaration. i
Section 36. Water Levels and Drainage. Declarant makes no representations, guarantees,
or warranties whatsoever as to the water Ievel of any stream, river, lake, pond, infiltration basin,
waterway or body of water located on or adjacent to this subdivision. Declarant reserves the
right (but shall not have the obligation) which right shall survive the closing, to place, move or
remove dirt or trees on the subject property to construct the subdivision improvements, facilitate
drainage, or to provide the uniformity of grade with surrounding lots, should the foregoing be
deemed necessary or appropriate in the sole discretion of the Declarant.
Section 37. Featured Builders). Declarant reserves the exclusive right to designate certain
builders as Featured Builders. All Featured home builders are independently owned and
operated companies. To qualify as a Featured Builder, a builder must satisfy certain criteria and
requirements established by the Declarant. The designation of any builder as a Featured Builder
and the criteria and requirements established by the Declarant its successors or assigns, for a
builder to qualify as a Featured Builder are solely for the Declarant's protection and benefit and
are not intended to, and shall not be construed to, benefit any lot owner or any other party
whatsoever. Declarant makes no representation, express or implied, to any lot owner or any
other party whatsoever with regard to the Featured Builders, including, without limitation, a
Featured Builder's performance or ability to perform, solvency or financial status, compliance
with applicable laws and regulations, use of construction substances and materials and
performance pursuant to any or other reasonable standard of performance. Neither the Declarant
nor any real estate broker is responsible in any manner for the performance of the obligations of
a Featured Builder chosen by a lot owner, who shall look solely to the builder for enforcement of
any claims for nonperformance, breach of warranty or any other matter relating to the
12

construction of the lot owner's home.
Each Owner acknowledges and agrees that Featured Builders are not agents or employees
of Declarant, the Association, or their respective agents, assigns, or employees. The
Association, Declarant, and their respective agents, or assigns, or employees shall not be
held liable to any Person for any loss, damage, or injury resulting from any decision,
action, inaction, negligence, contractual breach, tort, or work performance of any Featured
Builder.
Section 3.8. Construction Site. During the construction phase of the subdivision, only authorized
workers, employees, and agents (and their invitees) of the Developer/Declarant shall be allowed
on the property without express written permission in the sole discretion of the
Developer/Declarant. This provision is in effect until at the sole discretion of the
Developer/Declarant, all construction has been completed by the DeveIoperlDeclarant.
ARTICLE III
Construction in Accordance with Plans and Specifications
Section 1. General . All structures of every type and description shall be constructed,
placed or erected within the Subdivision in accordance with the provisions of this Article III
together with other applicable provisions of this Declaration. Only new construction of
residential buildings shall be permitted, it being the intent of this covenant to prohibit the moving
of an existing building or portion thereof on a lot and remodeling or converting same into a
Dwelling. ALL NOTES AND LEGENDS INDICATED ON THE RECORD PLATS OF
THE SUBDIVISION MUST BE ADHERED TO. IN ADDITION TO THIS
DECLARATION, AND THE RECORDED PLATS OF THE SUBDIVISION, THE
REQUIREMENTS OF ANY LAW OR ANY GOVERNMENT AGENCY HAVING
LEGAL JURISDICTION OR PERMITTING AUTHORITY OVER THE SUBDIVISION
MUST BE COMPLIED WITH.
Section 2. Size of Residences and Lot Coverage . All residences to be constructed upon
any Lot shall have a minimum of 2400 square feet of enclosed heated living area (exclusive of
porches, decks and garages and other unheated spaces). Not withstanding the above, the homes
constructed upon the following listed lots shall have a minimum of 2000 square feet of enclosed
heated living area (exclusive of porches, decks and garages and other unheated spaces) 167, 168,
173, 189,190, 191, 192, 193, 1.94, 199, 200, 208, 671, 673, 674, 676, 677, 678, 697. Homes
constructed on these lots maybe limited to a maximum footprint due to various site constraints.
No residence shall exceed a height of 50' above ground level. For any additional building height
regulations see Architectural Guidelines.
Section 3. Setbacks. No building or structure, including porches, decks, swimming pools
or projections of any kind (including eaves), shall be erected so ,as to extend over or across any
of the Setback lines shown on the recorded plat of the Subdivision or as described in the
Declaration or any amendment thereto so as to be nearer to the Lot boundary line than such
Setback line. All setbacks must comply with Architectural Guidelines. In order to preserve
particular view corridors, or to account for unusual topography, natural site features, streetscape
or other extenuating circumstances, in its sole discretion, the Declarant and/or ARC reserves the
right to require alternate setbacks and to determine house and structure locations at the time of
13

the ARC review, All setbacks or any alteration of setbacks as provided herein shall meet the
minimum standards as set forth by Onslow County or the Township of Holly Ridge. The
setbacks for lots presently submitted t6 this Declaration are as follows:
FRONT: 15 ft.
SIDE: 5 ft.
REAR: 20 ft.
Section 4. Fences, Walls and Animal Pens . Any fences, walls or animal pens sought to
be constructed on any Lot shall require the specific written approval of the Declarant or the ARC'
as to location, size, composition, configuration, exterior materials, color and other similar
matters, which approval may be withheld for purely aesthetic considerations. No hedge,
shrubbery or vegetation of any kind shall be grown or placed in the form of a fence on any Lot or
Lots across the front street line of the said Lot or Lots or on either of the side lines of the said Lot
or Lots until such time as the Declarant approves same as to location.
Section 5. Prohibited Building Materials . Exposed exterior walls composed of concrete
block (unless covered with stucco or other approved material), imitation asphalt brick siding, tar
paper, and imitation asphalt stone siding shall be prohibited. All other materials are subject to
the approval of the ARC, which may approve or reject such materials in its discretion, on purely
aesthetic grounds.
Section 6. Commencement of Dwelling and other Construction. Construction of a
dwelling must begin on all lots within 5 years from the date of closing or within 5 years from the
time the roads in the subdivision are paved and water, sewer and electric are installed, whichever
is the later. If a Iot is sold by initial owner, subsequent owner has the balance of the 5 years plus
on additional year to begin construction. If construction has not been started by the expiration of
the 5 year period plus one year, the Declarant in its sole discretion has the option to purchase the
lot (but is not obligated) at the initial purchase price.
ARTICLE IV
Additional Provisions as to Buffer Areas and Ponds
Section 1. Buffer Areas. There shall be a Buffer Area twenty (20') feet in width along
the external boundary of Summerhouse on Everett Bay along the Lot line of any Lots that
adjoins property located outside of Summerhouse on Everett Bay. No cutting or removal of
trees, shrubbery, or landscaping of any kind shall be made within any Buffer area shown on any
recorded plat of the Subdivision, except with the prior written consent of Declarant or the ARC.
As the provisions contained herein are for the preservation of the aesthetics and privacy of the
Subdivision, in the event of the destruction or removal of any tree or landscaping within the
aforesaid Buffer (except destruction caused by act of God), the Owner of the Lot upon which
such tree, shrub, or landscaping was located will cause same to be replaced or restored with a
comparable size and type of tree or landscaping, at the Lot Owner's sole expense.
Section 2. Declarant's Rights and Easements . Declarant, as developer, hereby reserves
and is granted a maintenance easement in favor of itself, its successor and assigns over, under,
14

onto and across all Buffer Areas for the purpose of maintaining, restoring, and replacing trees,
shrubs, and landscaping. The reservation of these easements shall not place upon Declarant any
obligation to perform such activities and such performance shall lie solely within the discretion
{ of Declarant. The within rights of Declarant are in addition to the rights and obligations of
Association set out in Article VI, Section 4 'of this Declaration. The easements herein reserved
and granted are perpetual, non-exclusive and shall run with title to the Lots.
Section 3. Eights -of Enforcement . In the event an Owner does not replace trees and/or
restore landscaping as and when required under Section 1 above, Declarant and Association may
each enforce such Owner's obligations either by an action in specific performance or may
perform such work themselves and the cost and expense of such work and materials, shall be due
and payable by such Owner within seven (7) days of demand by Declarant or Association, as the
case may be. In the event such Owner refuses to make such payment as aforesaid, the Declarant
and Association shall have the right to bring an action for the collection of same plus attorney's
fees related thereto; and Association shall have the additional right to enforce collection thereof
in the ritanner provided under Article VII, Section 6 of this Declaration.
Section 4. Ownership and Control of Ponds, Lakes and Infiltration Basins . No right
title or interest, including, without limitation, riparian rights, in any pond, infiltration basin or
lake shall attach to or become an appurtenant to the title to any Lot by reason of or upon
conveyance of such Lot by Declarant unless such conveyance specifically includes such rights,
The Declarant reserves unto itself, its successors and assigns an easement upon and across every
Lot to maintain said ponds, lakes, and infiltration basins as more fully provided in Article VI,
Section 8 of this Declaration, and the Association shall be responsible for all maintenance of said
ponds and lakes, including but not limited to monitoring water levels, maintaining any fountains
or aeration devices, dredging and providing lake mitigation services (i.e, algae control and
aeration). Nothing in this section shall relieve Lot Owners of their responsibility to maintain the
area of their Lot bordering the Common Area around the ponds, infiltration basins and lakes.
The Declarant, its successors or assigns hereby grants to the operator of the Wastewater Facility
the perpetual right to discharge water into the infiltration basins located within the subdivision.
ARTICLE V.
Membership and Voting Rights in the Association
Section 1. Membership . Every person or entity who is an Owner of any Lot which is
subjected by this Declaration to assessment by the Association shall be a Member of the
Association. Membership shall be appurtenant to and may not be separated from ownership of
any Lot which is subject to Assessment.
Section 2. Board of Directors . Initially, there shall be three (3) members of the Board of
Directors of the Association who shall serve until such time as their -successors are duly elected
and agree to serve. The directors shall have annual meetings and other such meetings as may be
called for at the request of the President of the Association, by a majority of the directors, or as
called for in the Bylaws. The foregoing notwithstanding, so long as the Declarant, or its
successors and assigns as Declarant, is the Class B Member, Declarant shall select the Board of
Directors and Declarant may select board members who are not Owners.
Section 3. Articles of Incorporation and Bylaws . The Articles of Incorporation of the
15

Association and Bylaws of the Association shall be adhered to in the administration and
operation of the Association.
( Section 4. Voting Rights . The Association shall have two (2) classes of voting
membership:
Class A. Class A Members shall be all Owners excepting the Declarant. Class A
Members shall be entitled to one (1) vote for each Lot in which they hold the interest
required for membership by Section 1 above. When more than one person holds such
interest or interests in any Lot, the vote attributable to such Lot shall be exercised as such
persons mutually determine, but in no event shall more than one (1) vote be cast with
respect to any such Lot. When a purchaser of an individual Lot or Lots takes title thereto
from the Declarant, such purchaser automatically becomes a Class A Member.
Class B. The sole Class B Member shall be the Declarant. The Class B Member shall be
entitled to ten (10) votes for each Lot owned. Class B membership shall cease and
become converted to Class A membership upon the happening of the earlier of the
following:
(a) The date on which the Declarant no longer owns any part of the entire
Subdivision, including but not limited to Common Areas; or
(b) Fifteen (15) years from date of recordation of this Declaration; or
(c) At such time as Declarant, in its sole discretion, voluntarily relinquishes
Class B Member status in writing.
From and after the happening of whichever of said events which occurs earlier, the Class
"B" Member shall be deemed to be a Class "A" Member and entitled to one vote for each Lot
owned in the manner provided above. The earliest to occur of (a) (b) or (c) shall be referred to as
the "Turnover Date".
ARTICLE VI.
Property_Rights in the Common Area / Miscellaneous Easements
Section 1. Member's Easements of EnioMent . Subject to the provisions of 5ectiori 3 of
this Article, every Member shall have a right and easement of enjoyment in and to the Common
Area, and such easement shall be appurtenant to and shall pass with the title to.every Lot. This
right and easement shall be for use in common with all other such members, their tenants, guests
and invitees. In the event that Declarant incorporates additional land under the provisions of this
Declaration pursuant to Article X, Section 2 of this Declaration, all Owners of Lots within such
additional phases shall have the same rights and privileges with regard to use of the Common
Area as the Owners of Lots originally made subject to this Declaration.
Section 2. Title to Common Area and/or_ Open Space_. The Declarant hereby covenants
for itself, its successors and assigns, that within fifteen (15) years from the date of recording of
this Declaration, it will convey to the Association, by Quit -Claim Deed, fee simple title to the
Common Area and/or Open Space upon the conditions set forth herein, subject to those rights
IR

reserved unto to Declarant pursuant to this Declaration and to the provisions of this .Declaration.
In lieu of the conveyance provided for herein with regard to the alleys, private lanes,
streets and roads, Declarant, in it's sole discretion., may cause such alleys, private Ianes, streets
and roads to be dedicated to any governmental entity, as provided for in Section 3(a) hereof. In
the event the alleys, private lanes, streets and roads are dedicated to a governmental entity,
acceptance of such dedication may be conditioned upon the agreement of the Association that the
Association shall maintain, (at Association's sole cost and expense) any and all landscaping,
shrubbery and the entrance sign,to the Subdivision which may be located within the dedicated
areas.
NOTICE IS HEREBY GIVEN THAT THE STREETS AND ROADS INSIDE
SUMMERHOUSE ON EVERETT BAY ARE PRIVATE STREETS AND ROADS AND ARE
NOT TO BE MAINTAINED BY ANY PUBLIC ENTITY, THE STREETS AND ROADS
SHALL BE PART OF THE COMMON AREA TO BE MAINTAINED BY THE
ASSOCIATION.
Section 3. Extent of Member's Easements . The rights and easements created hereby
shall be subject to the following:
(a) The right of Declarant, and/or of the Association, to dedicate, transfer or convey
all or any part of the Common Area, with or without consideration (and subject to the
condition set out in Section 2 immediately above), to any governmental body, district,
agency or authority, the operator of the Waste Water Facility or to any utility company,
provided that no such dedication, transfer or conveyance shall adversely limit the use of
the Common Area by the Members of the Association;
(b) The right of the Declarant, and/or of the Association, to grant and reserve
easements and rights -of -way for maintenance and inspection of lines and appurtenances
for public or private water, public or private sewer, or waste water system, drainage and
other utilities and services, including, without limitation, a cable (CATV) or community
antenna television system and irrigation or lawn sprinkler systems, and the right of the
Declarant to grant and reserve easements and rights -of -way through, over and upon and
across the Common Area for the completion of the Subdivision, for the operation and
maintenance of the Common Area and perpetual non-exclusive easements for ingress and
egress and utility installation and maintenance to any other property of Declarant
regardless of whether or not made subject to this Declaration;
(c) The right of the Association, as provided in its By -Laws to suspend the enjoyment
rights of any Member in the Common Area (but not access to a Member's Lot) for any
period during which any assessment remains unpaid, and for a period not to exceed thirty
(30) days from any infraction of its published rules and regulations.
(d) The rights of the Association, in accordance with law, its Articles of Incorporation
and By -Laws, to borrow money for the purpose of improving the Common Area and in
pursuance thereof, to mortgage the same.
Section 4. Maintenance . The Association shall at all times maintain, including paying all
applicable taxes regardless of ownership, all portions of the Common Area and structures
situated on: the Common Area, including, but not limited to, Recreational Amenities, in good
17

repair, and shall repair or replace as often as necessary, any leased property, any paving,
drainage structures, street lighting fixtures, (if not maintained by utility company) landscaping,
entrance signage, small vessel launch and boat slips (subjccf to regulatory approval), and other
amenities situated on the Common Area and maintain and keep in a clean condition any lakes,
and ponds which are Common Area. The Association shall also maintain any additional
property, which may include a Lot and the infiltration basins, for which the Association, in its
sole discretion, assumes maintenance responsibly under this Declaration, a Supplemental
Declaration, or a contract, covenant, or agreement which the Association enters into (or which
Declarant enters into on the Association's behalf?. The Board of Directors acting by a majority
vote shall order all work to be done and shall pay for all expenses including all electricity
consumed by the lighting located in the Common Area and all other common expenses. All work
pursuant to this Section and all expenses hereunder shall be paid for by such -Association through
assessments imposed in accordance with Article V1I. Excluded here*from shall be paving and
maintenance of individual Lot driveways which shall be maintained by each Owner. Nothing
herein shall be construed as preventing the Association from delegating or transferring its
maintenance obligations to a governmental authority under such terms and conditions as the
Board of Directors may deem in the best interest of the Association.
Section 5. Additional Structures . Neither the Association nor any Owner or any group
of Owners shall, without the prior written approval of Declarant, erect, construct or otherwise
locate any structure or other improvement in the Common Area.
Section b. Delegation of Use.
(a) Family. The right and easement of enjoyment granted to every Owner in Section 1 of
this Article may be exercised by members of the Owners' family who occupy the residence of the
Owner within the Subdivision.
(b) Tenants . The right and easement of enjoyment granted to every Owner in Section 1
of this Article may be delegated by the Owner to the Owner's tenants who occupy a residence
within the Subdivision.
(c) Guests. Any recreational facilities and other Common Area, may be utilized by
guests of Owners or tenants subject to this Declaration, the By -Laws of the Association and to
the Rules and Regulations of the Association governing said use and as established by its Board
of Directors.
Section 7. Rules and Regulations . The use of the Common Area by an Owner or
Owners, and all other parties authorized to use same, shall be at all times subject to such
reasonable rules and regulations as may be prescribed and established by the Association
governing such use, or which may hereafter by prescribed and established by the Association.
Such Rules and Regulations may be revised from time to time in the sole discretion of the Board
of Directors.
Section S. Easement for Utilities and Maintenance. The Declarant reserves unto itself,
its successors and assigns, a perpetual, alienable and reasonable easement and right of ingress
and egress, over, upon, across and under the Setback areas, and easement areas on each Lot as
shown on the recorded map of the Subdivision and/or as set forth herein and over, upon, across
and under the Common Area for maintenance and/or the erection, maintenance, installation and
•
18

use of electrical and telephone wires, cables, conduits, sewers, force mains, pumps, water mains
and other suitable equipment for the conveyance and use of electricity, telephone equipment, gas,
{ sewer, water or other public convenience or utilities, including an easement for privately owned
l television and other communications cable and equipment, and for maintenance of ponds and the
installation and maintenance of pumps, fountains or other equipment related to said maintenance.
Declarant may further cut drainways for surface water when such action may appear to the
Declarant to be necessary in order to maintain reasonable -standards of health, safety and
appearance. These easements and rights expressly include the right to cut any trees, bushes or
shrubbery, make any grading of soil, or to take any other similar action reasonably necessary to
provide economical and safe utility or other installations and to maintain reasonable standards of
health, safety and appearance. Declarant further reserves the right to locate wells, pumping
stations, and tanks on Common Area. It shall not be necessary to obtain the consent of Owners of
Lots adjoining any existing utilities or pump stations. Such rights may be exercised by the
licensee of the Declarant but this reservation shall not be considered an obligation of the
Declarant to provide or maintain any such utility service. No structures or other items, including
walls, fences, paving or planting shall be erected upon any part of the Subdivision which will
interfere with the rights of ingress and egress provided for in this paragraph. Specifically, no
Owner shall erect any structure, including, without limitation, walls, fences or paving within any
areas designated on the Plat of the Subdivision and/or as set forth herein as a "Road Right of
Way", "Utility Easement", "Common Area and/or Open Space", "Drainage Ditch", or "Swale",
nor shall any Owner change the grade of any such easement area, provided however, that
driveways may cross utility and drainage easements at the front the Lots subject to prior approval
of Declarant and that any planting in easement areas shall not interfere with the applicable
easement and shall be limited to grassing and small shrubbery. Each Owner shall keep drainage
ditches and swales located on such Owner's Lot free and unobstructed and in good repair and
shall provide for the installation of such culverts upon such Lot as may be reasonably required
for proper drainage. Declarant may, at its sole option, convey any such drainage easements to an
appropriate governmental entity. The easements referred to in this paragraph are, without
limitation, those shown upon the recorded plat(s) of the Subdivision; as set out in easements of
.record; upon the plans of the Subdivision; as set forth herein or which are located on, over or
under the ground.
In addition to the foregoing rights reserved to Declarant, and not in limitation thereof,
Declarant further reserves unto itself, its successors and assigns, a perpetual, alienable
commercial easement and right of ingress and egress.over, upon, across and under the Common
Area and all streets and roads within the Subdivision for the purpose of providing drainage and
utility installation, construction, reconstruction, and maintenance to adjacent property now or
hereafter owned by Declarant and for the installation and maintenance of any pipes, drainways or
other installations necessary for the foregoing and further for the installation, maintenance,
repair, replacement and operation of water lines, sewer lines and other utilities which serve or
shall serve property presently owned by Declarant. Declarant, its. agents, contractors, servants,
employees and assignees may enter upon the easement areas for the purposes of maintaining,
repairing, replacing and operating such water lines and other utilities and drainage facilities and
for the purpose of installing additional utilities and drainage facilities. Declarant further reserves
unto itself, its successors and assigns, a perpetual, alienable easement and right-of-way over,
under and across those areas designated as "Road Right of Way", "Common Area and/or Open
Space", "Utility Easement", "Drainage Ditches" or "swales" on the plat of the Subdivision
referred to in Exhibit "A" hereto for the purpose of providing drainage of the Subdivision and
lands now or hereafter adjacent to the Subdivision or in the vicinity thereof (whether or not a part
of the Subdivision) and for the installation, repair and maintenance of pipes and other facilities
19

necessary for such drainage. Declarant, its agents, contractors, servants, employees and
assignees may enter upon any of the easement areas so designated on the recorded plat of the
Subdivision for the purpose of maintaining, repairing, replacing and operating any of the
drainage facilities, pipes, ditches, and drainage areas located thereon. The Owners of Lots on
which such easements are located shall not interfere in any manner with such easements or any
of the facilities located therein or the access thereto. No Owner shall erect any structure or fence
within such easement areas without the prior written consent of Declarant. Declarant, its agents,
employees and assignees shall have no liability for damage which may occur to any structures,
plants, trees, or other items which may be located in such utility and drainage easements and
Declarant shall have no obligation to replace any such structures which maybe removed or
damaged due to maintenance, repair or other work performed in such easement areas. Declarant
further specifically reserves unto itself, its successors and assigns, perpetual, alienable,
commercial easements over and under all Lots along an area S feet in width inside each side
boundary line of each Lot and 10 feet along the front and rear of each Lot for the purpose of
installation, construction, maintenance, repair, replacement, use and operation of utilities and .
utility systems of all kinds (including but not limited to water, sewer, electric, and natural gas),
drainage (including but not limited to storm water and surface drainage) , and access. These
easements shall be in addition to, and not in limitation of, any and all other easements reserved
unto the Declarant herein. Declarant fiuther reserves an easement of ingress and egress over and
across all streets and roads of the Subdivision which such easements are and shall be for the
purpose of ingress and egress to any property now owned or hereafter acquired by Declarant, its
successors and assigns whether or not such property is made a part of the Subdivision and
whether or not such property adjoins the Subdivision.
A perpetual easement is hereby granted for the site location of the wastewater treatment
plant and upset basin, including but not limited to, the collection lines, mains, pumps, controls,
electrical equipment, infiltration basins and services and connections, existing and proposed A
perpetual easement is also hereby granted in, around and upon the wastewater treatment plant,
upset basin and infiltration basins as required by the North Carolina Department'of
Environmental and Natural Resources, Division of Water Quality. In addition, a perpetual
easement 10 feet in width centered on collection and force mains for ingress, egress, regress and
access to operate, maintain, repair and or upgrade the collection and force mains is hereby
granted
Section 9. Easements for Association . There is hereby reserved a general right and
easement for the benefit of the Association, its Directors, officers, agents and employees,
including but not limited to, any property manager employed by the Association and any
employees of such manager, to enter upon any Lot or any portion thereof in the performance of
their respective duties, Except in the event of emergencies, this easement is to be exercised only
during normal business hours, whenever practicable.
Section 10 Sales Offices, Rental Offices, Property Management Offices and
Construction Offices . Notwithstanding any provisions or restrictions herein to the contrary,
there is hereby reserved for the benefit of Declarant, its successors and assigns, the perpetual,
alienable and transferable right and easement in and to the Subdivision for the maintenance of
signs, sales offices, rental offices, property management offices and construction, offices,
together with such other facilities as in the sole opinion of Declarant reasonably may be required,
convenient or incidental to the completion, management, rental, improvement and/or sale of Lots
or Common Area. The Declarant also reserves the right to grant to any builder or builders the
20

•
right to operate and maintain builder sales offices at any location within the subdivision upon
such terms and conditions as the Declarant in the Declarant's sole discretion may determine.
Section 11. Maintenance Easement . Subject to the other terms of this Declaration, there
is hereby reserved for the benefit of the Declarant, the Association and their respective agents,
employees, successors and assigns an alienable, transferable and perpetual right and easement to
enter upon any unimproved portions of any Lot for the purpose of landscaping, mowing,
removing, clearing, cutting or pruning underbrush, weeds, stumps or other unsightly growth and
removing rubbish and trash, so as to maintain reasonable standards of health, fire safety and
appearance within the Subdivision; provided that such easements shall not impose any duty or
obligation upon the Declarant or the Association to perform any such actions. Furthermore,
there is hereby reserved for the benefit of the Declarant, the Association and their respective
agents, employees, successors and assigns, an alienable, transferable and perpetual right and
easement, but not the obligation, to maintain and/or repair the outer portions of any building, if
the Owner shall fail to maintain such building in keeping with the standards of the Subdivision.
The cost of such maintenance and/or repair shall constitute a special assessment against the Lot
on which the building is located and the Owner of said Lot as provided in Article VII herein.
Section 12. Road Construction Easement . Declarant reserves a temporary construction
easement of twenty-five (25) feet in width along both sides and running parallel to streets and
roads, alleys and private lanes which easements shall expire twenty four (24) months after the
particular road construction commences. Should it be necessary due to terrain and site
conditions, Declarant has at its sole discretion the right to extend the width of the temporary
construction easement.
ARTICLE VII.
Assessments for the Maintenance and Operation of Common Area and Facilities
Section 1. Assessments, Liens and Personal Obligations Therefore, and Operation
Maintenance of Common AreaSolelyby the Association .
(a) Each and every Owner of any Lot(s) or within the properties, by acceptance of a
deed therefore, whether or not it shall be so expressed in any such deed or other conveyance,
shall be deemed to covenant and agree, to pay to the Association: (1) annual assessments or
charges; and, (2) special assessments for capital improvements, and (3) individual assessments.
Said assessments to be fixed, established and collected from time to time as hereinafter provided.
The annual and special assessments, together with such interest thereon and costs of collection
thereof as are hereinafter provided shall be a charge on the land and shall be a continuing lien
upon the Lot(s) against which each such assessment is made. Each such assessment, together
with such interest thereon and costs of collection thereof as are hereinafter provided, shall also be
the personal obligation of the Owner of such Lot(s) at the time when the assessment fell due.
(b) The Assessment levied by the Association shall be used exclusively for the
purpose of promoting the health, safety and welfare of Owners of Lots in the Subdivision, and in
particular for the improvement and maintenance of the Common Area and, upon determination
21

by the Board of Directors, improvements located outside of the Subdivision (including, without
limitation, identification and/or directional signage [including landscaping] either exclusively or
in cooperation with other association or parties) now' or hereafter designated or existing,
,. including, but not limited to, the payment of taxes and insurance thereon, and repair, replacement
and additions thereof, the cost of labor, equipment, materials, management and supervision
thereof, the employment of attorneys, accountants, property managers and other professionals to
represent the Association when necessary and such other needs as may arise. In the event that
Declarant performs any of the foregoing services for Association, including, but not limited to,
accounting and bookkeeping services, it shall have the night to receive a reasonable fee therefore
and such shall not be deemed to be a conflict of interest.
Section 2. Amount and Payment of Annual Assessment The initial annual assessment
payable by each Owner shall be $1,195.00 per Lot per calendar year. Upon the closing of the
initial sale of each Lot by Declarant, the purchaser of each Lot shall pay to the Association the
annual assessment prorated for the current year. The annual assessment may be increased or
decreased by the Board of Directors of the Association without a vote of the membership to an
amount not more than a twenty (20%) percent difference in the annual assessment for the
previous year. A majority vote of each class of voting members of the Association must approve
an increase or decrease in the yearly assessment if the increase or decrease differs from the
assessment for the previous year by more than twenty (20%) percent, In determining the annual
assessment, the Board of Directors of the Association shall appropriate an amount sufficient to
pay the costs of insuring, maintaining, replacing, protecting and operating the Common Area
and performing the other exterior maintenance required to be perforrn cd by the Association
under this Declaration including establishing and maintaining adequate reserves. The Board shall
fix the date of commencement and the amount of the Assessment against each Lot for each
Assessment period (which shall be based on a calendar year), and shall, at that time, prepare a
roster of the Lots and Assessments applicable thereto, which shall be kept in the office of the
Association and shall be open to inspection by any Owner. Written notice of the Assessment
shall thereupon be sent to every Owner subject thereto. In the event that any Lot is subject to an
assessment for only part of a calendar year, then the amount of such assessment shall be prorated
based on the portion of the assessment period for which such Lot is subject to an assessment.
In the event that two Lots are combined for the purpose of providing one building site,
such Owner shall pay an assessment for each of the original lots as if they had not been
combined. Each annual Assessment shall be fully payable in advance on the I st day of January
each year, but the Board of Directors of the Association shall have the option to permit payments
insuch installments and at such times as it shall determine. The exact amount of each annual
Assessment shall be fixed by the Board of Directors of the Association.
The Association shall, upon demand at any time, furnish to any Owner liable for any
assessment, a certificate in writing, signed by an officer of the Association or by the Association
Manager, setting forth whether said assessment has been paid. Such certificate shall be in
recordable form and shall be conclusive evidence of payment status of any assessment therein
stated to have been paid.
This Section shall not be amended as provided in Article XIV, Section 11 of this
Declaration, to eliminate or substantially impair the obligation to fix the assessment at an amount
sufficient to properly maintain and operate the Common Area and perform the exterior
maintenance required to be performed by the Association under this Declaration.
Rex

Section 3. Special Assessments for Insurance and Capital Improvements , In addition to
• the annual assessments, the Association may levy, in any assessment year, a special assessment
applicable to that year only, for the purpose of defraying unanticipated increases in insurance
costs and for unexpected costs associated with the repair or replacement of a described capital
improvement upon the Common Area; including the necessary fixtures and personal property
related thereto. Provided that'any such assessment shall have the assent of at least fifty-one
(51%) percent of the votes of each class of Members who are voting in person or by proxy at a
meeting duly called for this purpose, written notice of which shall be sent to all Members not less
than thirty (30) days nor more than sixty (60) days in advance of the meeting. The due date of
any specified assessment shall be fixed in the Resolution authorizing such assessment.
Section 4. Individual Assessment. The Association may levy an individual assessment
upon any Owner to cover the costs incurred by the Association due to that Owner's failure to
maintain their Lot and improvements pursuant to the standards set forth in this Declaration, or to
reimburse the Association for any damage to any Common Area property caused by any Owner
or their tenant or invitee, or for any other purpose permitted by this Declaration or any
Supplemental Declaration (the "Individual Assessments"), Individual Assessments shall be due
and payable within thirty (30) days after written notice from the Association.
Section 5. Paid Professional Manager. The Board of Directors of the Association may
employ a professional manager or managerial firm to supervise all the work, labor, services and
material required in the operation and maintenance of the Common Area and in the discharge of
the Association's duties. The Association and its professional manager or managerial firm shall
have the right to levy, charge, or attempt to collect a service, collection, consulting, or
administration fee from any lot owner.
Section 6. Effect of Non -Payment of Assessment. The Personal Obligation of the
Owner: The Lien. Remedies of Association . If any assessment (or reimbursement under
Article IV Section 2 of this Declaration) is not paid on the date when due, then such assessment
shall be deemed delinquent and shall, together with such interest thereon and cost of collection
thereof as are hereinafter provided, continue as a lien on the Lot(s) which shall bind such Lot(s)
in the hands of the then Owner, his heirs, devisees, personal representatives, successors and
assigns. The personal obligation of the then Owner to pay such assessment or reimbursement,
however, shall remain his personal obligation.
Any assessment not paid within thirty (30) days after the due date shall be subject to such
late charges and shall bear interest at a rate per annum as shall be determined by the. Board of
Directors of the Association, with interest rate shall not exceed the highest rate of interest
allowed by law. The initial late charge imposed for late payment of any assessment is $20.00
and shall be charged as to any assessment that is not paid within 30 days of its due date. The
initial interest rate for late payment is 18% per year (1.5% per month) which shall commence to
accrue on any assessment or other account balance that is not paid within thirty (30) days of the
date due. The initial date upon which liens 'May -be filed for failure to make payment of
assessments and other charges is thirty (30) days after the due date. The Board.of Directors may
change the initial late charge, interest rate, due dates and lien assessment date by majority vote of
the directors.
In the event the Owner of any lot fails and refuses, after demand by the Association, to
` pay any annual or special assessment, then the Association may bring legal action against the
23

" then Owner personally obligated to pay the same or may enforce or foreclose the lien against the
Lot(s) in the same manner as a' mortgage is foreclosed; and in the event a judgment is obtained.,
such judgment shall include interest on the assessment or reimbursement as above provided and
f reasonable attorney's fees and late charges together with the costs of the action. The Association
may further file a notice of lien in the public records of Onslow County, North Carolina and
enforce assessment obligations as permitted by law, including without limitation, by filing and
foreclosing a claim of lien in accordance with the procedures set forth in N.C.G.S. §47F-3-116,
and/or by bringing an action at law against the Owner personally obligated to pay the
assessment. Each Owner, by his acceptance of a deed to a Lot, expressly grants to and vests in
the Association or its agents the right and power to bring such action or foreclosure. Foreclosure
may be accomplished in an action brought in the name of the Association in the manner that a
foreclosure of a mortgage or deed of trust would be brought under Chapter 45 of the North
Carolina General Statues, or as otherwise expressly provided by law, and each Owner grants to
the Association a power of sale in connection with any such charge or Iien. The Association,
acting on behalf of the Owners, shall have the power to bid on any Lot and to acquire and hold,
lease, mortgage and convey the same. NO OWNER MAY WAIVE OR OTHERWISE ESCAPE
LIABILITY FOR THE ASSESSMENTS PROVIDED FOR HEREIN BY NON-USE OF THE
COMMON AREA OR ABANDONMENT OF HIS LOT. In accordance with the Association,
by and through its Board of Directors, shall have the authority to compromise and settle claims
for assessments upon a majority vote upon good cause shown.
Section 7. Subordination of the Lien to Mortgages . The lien of the assessments (and
reimbursement) provided for herein shall be subordinate to the lien of any mortgage or
mortgages now or hereafter placed upon any Lot held by a commercial or savings bank, trust
company, credit union, industrial loan association, insurance company, pension fund, or business
trust, including but not limited to a real estate investment trust, any other lender regularly
engaged in financing the purchase, construction, or improvement of real estate, or any assignee
of loans made by such lender, or any private or governmental institution or agency which has
insured the loan of any such lender, or any combination of any of the foregoing entities;
provided, however, that a sale or transfer of any Lot pursuant to a decree of foreclosure or
pursuant to any proceeding in lieu of foreclosure, shall not relieve such Lot from liability for any
assessments which thereafter become due, nor form the lien of any subsequent assessment. Said
assessment liens, however, shall be subordinate to the lien of any such mortgage or mortgages
hereafter placed upon the Properties subject to assessment.
Section 8. Exempt Property . All Common Area subject to this Declaration shall be
exempted from the assessments, charges and liens created herein.
ARTICLE VIII.
Architectural Standards and Control
The Board of Directors shall have the authority and standing, on behalf of the
Association, to enforce in courts of competent jurisdiction decisions of the Committee
established in Section I of this Article VIII. This Article may not be amended without the
Declarant's written consent, so long as the Declarant owns any land subject to this Declaration or
subject to annexation to this Declaration.
No construction, which term shall include, without limitation, staking, clearing, is
24

excavation, grading, and other site work, and no plantings or removal of plants, trees, or shrubs
shall take place except in strict compliance with this Article, until the requirements.hereof have
been fully met and until the written approval of the Architectural Review Committee has been.
obtained.
Section 1. Architectural Review Committee The Architectural Review Committee
(ARC) shall have exclusive jurisdiction over all construction on any portion of the'Properties,
including but not limited to the authority to review and approve all proposed Site Plans showing
where improvements are to be erected. The ARC shall prepare and, on behalf of the Board of
Directors, shall promulgate Architectural Review Guidelines ("Guidelines") which include the
Application for Preliminary Architectural Review, the Application for Final Architectural
Review, Summerhouse on Everett Bay Guidelines Pattern Book, Summerhouse on Everett Bay
Approved Plant List and such other Rules and Regulations as the ARC deems necessary. The
Guidelines, Pattern Book, Plant List, Review Process and Rules and Regulations shall be those
of the Association, and the ARC shall have sole and full authority to prepare and to amend in its
sole discretion these documents. It shall make them available to Owners, builders, and
developers who seek to engage in development of or construction upon all or any portion of the
Subdivision and who shall conduct their operations strictly in accordance therewith. As long as
Declarant owns any Lots which are subject to this Declaration or retains the right to add
additional phases, the Declarant retains the right to appoint all members of the ARC, which shall
consist of at least three (3), but no more than five (5) persons. The members of the ARC do not
have to be Owners. There shall be no surrender of this right prior to that time except in a written
instrument in recordable form executed by Declarant. Upon the expiration of such right, the
Board of Directors shall appoint the members of the ARC. The ARC shall also have exclusive
jurisdiction over modifications, additions, or alterations made on or to existing Lots, Buffer
Areas, Private Open Spaces and Common Areas. The right of approval herein reserved and
granted shall include, without limitation, the right to designate or re -designate which Lot line
shall be the "front" in the case where a Lot is bordered by more than one street.
The ARC shall promulgate detailed standards and procedures governing its area of
responsibility and practice. In addition thereto, the following shall apply: Plans and
specifications showing the nature, kind, shape, color, size, materials and location of such
modifications, additions, or alterations shall be submitted in advance to the ARC for approval as
to quality of workmanship and design and harmony of external design with existing structures;
and as to location in relation to surrounding structures, topography, and finish grade elevation.
No permission or approval shall be required to repaint in accordance with an originally approved
color scheme, or to rebuild in accordance with originally approved plans and specifications.
Nothing contained herein shall be construed to limit the right of an Owner to remodel the interior
of his/her Dwelling or to paint the interior any color desired. In the event the ARC fails to
approve or to disapprove such plans or to request additional information reasonably required
within forty-five (45) calendar days after submission, the plans shall be deemed approved;
provided, however, that no such failure to act shall be deemed an approval of any matters
specifically prohibited by any other provision of this Declaration. Refusal or approval of plans,
specifications, and plot plans or any of them may be based on any grounds, including purely
aesthetic grounds, which, in the sole and uncontrolled discretion of the ARC, may deem
sufficient. The approvals required pursuant to this Article shall be in writing and are in addition
to any approvals required by other applicable governmental authority.
Nothing in this Declaration shall be construed to prohibit the ARC from promulgating different
25

Guidelines and/or Procedures for each Phase or portion thereof of the Properties and the ARC is
specifically authorized to do so. Additionally, all reasonable costs incurred by the ARC in
reviewing and approving applications to the ARC shall be the responsibility of the applicant.
Unless specifically waived by the ARC, all applications and submissions of plans for approval
by the ARC must be accompanied by an Architectural Review Fee of $500.00 or such other sum
as is established by the ARC from time to time. Optional, preliminary plan approval may be
obtained by submitting plans accompanied by a Preliminary Review Fee of $250.00 or such
other sum as is established by the ARC from time to time. See Architectural Guidelines.
Actual construction of Dwellings and other improvements shall be the responsibility of the
Owner of the Lot and the Owner's builder. Any permission granted for construction under this
covenant and any designation of approved licensed contractors shall not constitute or be
construed as an approval, warranty or guaranty, expressed or implied, by the Declarant or the
ARC or its designated agent of the structural stability, design or quality of any building or other
improvement or of the contractor who constructs such buildings or other improvements.
Section 2. Buildings, Fences, Walls, Etc,_ No building, fence, wall, deck, trellis, gazebo,
boat house, or other structure, and no change in topography, landscaping, or any other item
originally approved by the ARC, shall be commenced, erected, or maintained upon the
Properties, nor shall any exterior addition to or change be made until the plans and specifications
showing the nature, kind, shape, height, materials, color, and Iocations of the same shall have
been submitted to and approved in writing as to the harmony of the external design and location
in relation to the surrounding structures and topography by the ARC. Any change in exterior
appearance of any building, wall, fence, or other structural improvements and any change in the
f. appearance of the landscaping shall be deemed an alteration requiring approval.
Section 3. Docks, piers, landings, wharfs and seawallibulkheads . No dock, pier,
landing, wharf, seawall/bulkhead, retaining wall or other structure shall be constructed, placed or
allowed to remain on any body of water, water course or the Intracoastal Waterway, unless
approved in writing by the Declarant.
Section 4. Compliance with Stormwater Management Acts . All construction within
Summerhouse on Everett Bay shall comply with Title 15 NCAC 2H.1000, the Coastal
Stormwater Management Regulation:
(a) Which is intended to ensure ongoing compliance with State Storm Water
Management Permit Number SW8060509, as issued by the Division of Water Quality
under NCAC 2H.1000.
(b) The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit.
(c) These covenants are to run with the land and be binding on all persons and parties
claiming under them.
(d) The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
4
(e) Alteration of the drainage as shown on the approved plan may not take place without
26

P
the concurrence of the Division of Water Quality.
(0 The maximum allowable built -upon area per lot is:
Prot
Numbers
Vested
Impervious
Area Sq. Ft.
93-277, 624-793 & 796-834
2,800
1-51-1 365-397, 522-539, 837-869, 897-926, 977-1029
3,200
52-92, 278-339, 419-505, 567-620, 794 & 795,
835 & 836
3,500
340-364, 398-418, 506-521, 540-566, 621-623
4,000
870-896, 927-976
4,500
..-,.: ��.'#.,.,:.=.j .E ..:... � '` 1..y.. . 4 J. Vti�' 1 ,-. P7'T�x�£��. �,'d. 7 � r .. �;..,�.;el ,-.•}
,,:{^pj 1,...4-r'.�'i: ...L -, �'„1.
(g) Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated
with the development except for average driveway crossings, is strictly prohibited by any
persons.
(h) Each lot will maintain a 30' wide vegetated buffer between impervious areas and
surface waters.
(1) All roof drains shall terminate at least 30' from the mean high water mark of surface
waters.
0) Filling in, piping or altering any designated curb outlet swale associated with the
development is prohibited by any person.
Section 5. Compliance with Wetland & Buffer Regulations.
In accordance with Title 15ANCAC2H.500, it has been determined that "A portion of lot
numbers 12, 13, 61-73, 75-79,85-87, 89, 93-94,98,99,101-103,105-113, 115-121, 123-130,133-
144,147,148,153-223,250-252,259-262,384-388,404,405,482-485,499,502,515-520, 524-
535,537,538,621-651,655-658,661-680,684-710,716, 717, 721-738, 741-769,812-821, 842, 850-
864, 868-872, 875,876,880, 881, 882-889, 926-929, 934-950, 964, 977-979, 988-991, 999-1029,
located in the Summerhouse on Everett Bay Subdivision, Onslow County, North Carolina as
27

shown on plans prepared by Carolina Engineers, P.A. dated June 13, 2006; meet the
requirements for designation as a wetland, stream or protected stream buffer. Any subsequent
fill or alteration of this area shall conform to the requirements of the state rules adopted by the
State of North Carolina in force at the time of the proposed alteration. The intent of this
provision is, to prevent additional wetland, stream or buffer filling or draining, so the property
owner should not assume that a future application for filling or draining would -be approved. The
property owner shall report the name of the subdivision in any application pertaining to said
rules. This covenant is intended to ensure continued compliance with all rules adopted by the
State of North Carolina and therefore the State of North Carolina may enforce benefits. This
covenant is to run with the land and shall be binding on all Parties and all persons claiming under
them",
Section 6. CAMA Minor Permit Program. Any structure located on Lots 185-187, 204-
206, 674 and 675 which are located within the 75' buffer located off of the MEAN
HIGH WATER LINE are subject to the CAMA Minor Permit Program.
Section 7. DeclaranCs right to exercise Architectural Review Authority.
Notwithstanding the above sections, Declarant, in Declarant's sole judgment and discretion,
reserves the right and option to exercise Architectural Review Authority without establishing an
ARC until such time as Declarant relinquishes Class B membership status.
Section 8. Construction Bonds
(a) Contractor Performance Bond. Prior to commencerent of work, builders will be
required to post a Contractor Performance Bond with the ARC in the amount of $1,500.00 or
such other sum as is established by the ARC from time to time, to ensure that the contractor,
during construction, keeps the property, in a neat, clean, workmanlike manner and to ensure that
the contractor completes improvements in accordance with the approved plans and
specifications. Should the same not be done at the -end of any business day or the end of
construction, as appropriate, some or all of the bond may be used to bring the contractor into
compliance with approved plans, and for any necessary site maintenance. Any portion of the
Contractor Performance Bond remaining at the end of construction and issuance of the certificate
of occupancy will be refunded to builder/contractor. See Architectural Guidelines.
(b) Road Bond . Prior to commencement of construction, the Contractor shall submit a
$2,500.00 road bond, or such other sum as is established by the ARC from time to time. to
ensure that streets and curbs in front of subject lot are maintained, throughout the construction
process, in the same good quality condition as they were in when construction began and to
ensure the proper reseeding, and clean-up of right-of-ways and drainage swales for any damage
by contractor and its agents. Any portion of the road bond not applied to necessary repairs will
be refunded at the end of construction. See Architectural Guidelines Article 3.10.
(c) Section 9. Variances . The ARC may authorize variances from compliance with any
of the architectural provisions of this Declaration or the Architectural Review Guidelines,
including without limitation restrictions upon height, size or placement of structures, or similar
restrictions, when circumstances such as topography, natural obstructions, hardship, aesthetic or
environmental considerations may require. Such variances must be evidenced in writing and
must be signed by at least two (2) members of the ARC and shall be effective upon delivery to
W

the Owner. If such variances are granted, no violation of this Declaration shall be deemed to
have occurred with respect to the matter for which the variance was granted. The granting of
such a variance shall not operate to waive any of the terms and provisions of this Declaration or
the Architectural Review Guidelines for any purpose except as to the particular Lot and
improvements and the particular provision covered by the variance, nor shall it affect in any way
the Owner's obligation to comply with all governmental laws and regulations affecting the use of
the Owner's Lot, including but not limited to zoning ordinances and setback requirements
imposed by Onslow County.
Section 10. Diligent Construction, All construction, landscaping or other work which
has been commenced on any Lot must be continued with reasonable diligence to completion and
no partially completed House or other Improvement shall be permitted to exist on any Lot except
during such reasonable time period as is necessary for completion. All construction must be
completed within one (1) year after the date upon which it commenced, unless a longer time is
approved by the Architectural Review Committee. Any damage to the Roadways, curbs or
sidewalks or any part of the Common Area or any utility system caused by an Owner or Owner's
builder or his subcontractors shall be repaired by such responsible Owner. Any builder of
Improvements and his subcontractors on any portion of the Property shall keep such portion of
the Property free of construction debris, in accordance with the construction rules established by
the Architectural Review Committee or, in the absence of such rules, in accordance with
standard construction practices, and shall similarly keep the Lake and contiguous public and
private areas free from any dirt, mud, garbage, trash, or other debris which is occasioned by
construction of Improvements. The Board may levy a Special Individual Assessment against an
Owner's property in the Subdivision to pay for the cost of repairing any damage to Roadways,
curbs or sidewalks or any part of any Roadway, Common Area, or utility system, to pay for the
cost of cleaning public and private areas, including the Roadways in the Subdivision and to pay
for the cost of the removal of garbage, trash or other debris, which are occasioned by the
activities of an Owner or Owner's builder or his subcontractors during the construction of
Improvements.
Section 11. Flood Zones. Some lots or portions thereof may be located within various
flood zones. Construction must comply with all applicable Federal, State and local laws, rules
and regulations. Flood insurance may be required.
Section 12. Damage to any Improvements. Lot Owner agrees to be and remain
responsible for any damage to any of the improvements to the subdivision (including, without
limitation, damage to street paving, curbing, sidewalks, storm drainage, utility lines and any
other improvements) related to or resulting from Lot Owners acts or omissions and/or those of
his contractors or suppliers who work for Lot Owners or make deliveries to the lot on Lot
Owners behalf.
ARTICLE IX.
Exterior Maintenance Reasonable Access and Maintenance of Common Area
Section 1. Exterior Maintenance . The Owner shall maintain the structures and grounds
on each Lot at all times in a neat and attractive manner. Upon the Owner's failure to do so, the
t Declarant, or the Association (after the termination of Class B membership status of Declarant)
may, at its option,. after giving the Owner ten (10) days written notice sent to his last known
0&]

address, or to the address of the subject premises, have the grass, weeds, shrubs and vegetation
cut when and as often as the same is necessary in its judgment, and have dead or diseased trees,
shrubs, vegetation or dangerously leaning trees or limbs removed from such Lot, and replaced,
and may have any portion of the Lot resodded or landscaped, all of which shall not be deemed a
trespass, and all expenses of the Association under this provision shall be a lien and charge
against the Lot on which the work is done and the personal obligation of the then Owner of such
Lot. The Declarant or the Association, and its assigns, may likewise, after giving the owner 10
days written notice sent as aforesaid, enter upon such Lot(s) to remove any trash, debris or
garbage which has collected on said Lot(s) without such entrance and removal being deemed a
trespass, all at the expense of the owner of said Lot. Upon the Owner's failure to maintain the
exterior of any structure in good repair and appearance, the Association may, at its option, after
giving the Owner thirty (30) days written notice sent to the Owner's last known address, make
repairs and improve the appearance in a reasonable and workmanlike manner. The cost of any of
the work performed by the Association upon the Owner's failure to do so shall be immediately
due and owing from the Owner of the Lot and shall constitute an assessment against the Lot on
which the work was performed, collectible in a lump sum secured by a lien against the Lot as
herein provided.
Section 2. Access at Reasonable Hours . For the purpose of performing its function
under this or any other Article of the Declaration, and to make necessary surveys in connection
therewith, the Association, by.its duly authorized agent and employees, or the Declarant during
the period of development, shall have the right to enter upon any Lot at reasonable hours, on any
day except Sundays and holidays, on reasonable prior notice.
Section 3. Maintenance of Common Area . It shall be the responsibility of the
Association to maintain the Common Area. However, should the Declarant (prior to conveyance
to the Association) or the Association (after the termination of the Class B status of Declarant),
decide to transfer any portion or all of the areas designated or to become, by conveyance,,
Common Area to governmental authority, as they have the right to do, such duty to maintain
same shall cease as to that portion so transferred.
Section 4. Removal of Obstructions, Debris, and Materials . The Association may
remove any obstructions of any nature Iocated within road right-of-ways or other Common Area
including trees and shrubs which, in the opinion of the Association, either might produce a
hazard or might interfere with the maintenance of the roads.
ARTICLE X.
Phased Development
Section 1. Initial Phase . The real property which is, and shall be held, transferred, sold,
conveyed and occupied subject to this Declaration is located in Onslow County, North Carolina,
and is more particularly described on Exhibit "A" attached hereto and made a part and parcel
hereof
Section 2. Additional Phases . The Declarant may, at its option, from time to time bring
other land under the provisions hereof by recording a Supplemental DecIaration(s) stating its
intention to so incorporate additional real estate. Declarant may incorporate such additional land
under the provisions hereof in any number of additional phases as it may so desire and may, in
30

its discretion, change the character or nature of such future phases, including but not limited to
changing the architectural theme, building materials; elevations, and minimum square footage
requirements for buildings. Such Supplemental Declaration(s) shall not require the vote or
consent of the Association or any Owner. Any such Supplemental Declaration(s) shall be
effective upon the filing thereof in the public records of Onslow County, North Carolina. Such
Supplemental Declaration shall describe the real property to be brought under the.provisions
hereof. Declarant may bring such additional real estate under the terms hereof either in whole or
in part and may do so in multiple phases. Upon the Declarant's election to incorporate additional
real estate hereunder, all of such real estate so incorporated shall be as fully covered hereby as if
a part of the original Subdivision. All property so incorporated shall be subject to all the
declarations, covenants, easements, liens, restrictions and duties as herein contained, together
with such additional restrictions and obligations as Declarant may impose on the land being
submitted to the provisions of this Declaration by such Supplemental Declaration(s).
Declarant shall have the unilateral right to transfer to any other person or entity the said right to
submit additional property to the provisions of this Declaration. Declarant shall have no
obligation to develop any land adjoining the Subdivision in accordance with this Declaration and
may develop same in any manner it may desire and further, Declarant, in the event that it should
decide to develop any additional land located adjacent to the Subdivision, in its sole discretion,
shall have no obligation to make same a part of the Subdivision or subject to this Declaration.
THE DECLARANT SHALL BE UNDER NO OBLIGATION TO DEVELOP ADDITIONAL
PHASES AND NONE OF THE REMAINING PORTION OF THE PROPERTY DESCRIBED
HEREIN SHALL BE DEEMED A PART OF ANY SCHEME OF DEVELOPMENT UNTIL
ACTUALLY BROUGHT UNDER THESE RESTRICTIONS AS HEREIN PROVIDED. THE
RIGHT TO ADD FUTURE PHASES SHALL TERMINATE 15 YEARS FOLLOWING THE
DATE OF THIS DECLARATION.
Section 3. Reservation of Additional Easements and Rights . Declarant reserves for
itself and its successors and assigns as developer (and all conveyances by Declarant to
Association of Common Area shall be deemed to automatically reserve) easements over, under
and across all Common Area for ingress and egress and for construction and completion of
construction and development of future phases including, without limitation, easements for the
installation, construction, reconstruction, repair, maintenance and operation of all utility services;
said easements to be in addition to and not in lieu of any other rights or easements reserved by
Declarant herein or in any supplement hereto or any other conveyance by or to Declarant or its
predecessors in title.
Section 4. Extension of Roads . Declarant shall have the right, but shall have no
obligation, to extend any street or road now or hereafter within the Subdivision, without seeking
the approval of Association or any other party, for the purpose of serving additional phases of the
Subdivision and/or for serving other parcels of property not included within the Subdivision.
Section 5. Voting Rights . As each phase, if any, is added to the Subdivision, the Lots
comprising such additional phase shall be counted for the purpose of voting rights.
Section 6. Identification of Additional Phases . Nothing in this Declaration shall prohibit
Declarant from naming or identifying any Phase or portions thereof by a name other than
"Summerhouse on Everett Bay" and any such other designation shall in no way prejudice the
rights or obligations under this Declaration of any Owner of any Lot in any such section or
Phase.
31

Rights of Mortgagees ARTICLE XI.
Rights_of Mortgagees or Third Parties . Should a mortgagee or third party acquire the
rights of Declarant, by way of foreclosure or otherwise in adjoining or neighboring property
contained within the property contiguous to the property subject to this declaration, as same may
exist from time to time, it shall be allowed full use of all rights, easements, rights -of -way and
utilities contained within the Subdivision for the purpose of serving such adjoining or
neighboring areas. These rights shall also inure to the benefit of Declarant should it retain or be
the Owner of any portion of said property. Any of such parties may elect to bring additional
phases under this Declaration.
ARTICLE XII
Insurance and Casualty Losses
Section 1. Insurance Association's Board of Directors, or its duly authorized agent,
shall have the authority to and shall obtain blanket all-risk insurance, if reasonably available, for
all insurable improvements on the Common Areas. If blanket all-risk coverage is not reasonably
available, then., at a minimum, an insurance policy providing fire and extended coverage shall be
obtained. This insurance shall be in an amount (as determined by the insurance underwriter)
sufficient to cover one hundred (100%) percent of the replacement cost of any repair or
reconstruction in the event of damage or destruction from any insured hazard.
The Board shall also obtain a public liability policy covering the Common Areas,
Association, and its Members for all damage or injury caused by the negligence of Association
or any of its Members or agents. The public liability policy shall have at least a One Million and
No/100 ($1,000,000.00) Dollar single person limit as respects bodily injury and property
damage, a Three Million and No/100 ($3,000,000.00) Dollar limit per occurrence, and a Five
Hundred Thousand and No/100 ($500,000.00) Dollar minimum property damage limit.
Premiums for all'insurance required under this Section shall be common expenses of the
Association. This policy may contain a reasonable deductible and the amount thereof shall be
added to the face amount of the policy in determining whether the insurance at least equals the
full replacement cost. The deductible shall be a common expense of Association.
Cost of insurance coverage obtained by Association for the Common Area shall be
included in the assessment.
All such insurance coverage obtained by the Board of Directors shall be written in the
name of Association as Trustee for the respective benefited parties, as further identified in (b)
below. Such insurance shall be governed by the provisions hereinafter set forth:
(a) All policies shall be written with a company licensed to do business in North
Carolina which holds a Best's rating of A or better as is assigned a financial size category of XI
or larger as established by A. M. Best Company, Inc., if reasonably available, or, if not available,
the most nearly equivalent rating; 0
32

(b) All policies on the Common Area shall be for the benefit of Association and
Declarant shall be named as additional insured;
(c) Exclusive authority to adjust losses under policies in force on the Common Areas
obtained by Association shall be vested in Association's Board of Directors;
(d) In no event shall the insurance coverage obtained and maintained by Association's
Board of Directors hereunder be brought into contribution with insurance purchased by
individual Owners; and
(e) Association's Board of Directors shall be required to make every reasonable effort
to secure insurance policies that will provide for the following:
(i) a waiver of subrogation by the insurer as to any claims against
Association's Board of Directors, its manager, and Owners and their respective tenants, servants,
agents, and guests;
(ii) that no policy may be canceled, invalidated, or suspended on account of
the conduct of any director, officer, or employee of Association or its duly authorized manager
without prior demand in writing delivered to Association to cure the defect and the allowance of
a reasonable time thereafter within which the defect may be cured by Association, its manager,
its Owner, or mortgage;
0 (iii) that any "other insurance" clause in any policy exclude individual Owner's
( policies from consideration; and
(iv) that no policy may be canceled or substantially modified without at least
ten (10) days' prior written notice to Association.
In addition to the other insurance required by this Section, the Board shall obtain, as a
common expense, worker's compensation insurance, if and to the extent necessary, and a fidelity
bond or bonds on directors, officers, employees, and other persons handling or responsible for
the Association's funds. However, no fidelity bond shall be required as long as the Class B
Member exists. The amount of fidelity coverage shall be determined in the'Directors' best
business judgment but may not be less then three (3) months' assessments, plus reserves on hand.
Bonds shall contain a waiver of all defenses based upon the exclusion of persons serving without
compensation and may not be canceled or substantially modified without at least ten (10) days'
prior written notice to the Association.
The Association may purchase officers' and directors' liability insurance, if reasonably
available, and the Board of Directors of Association approves the purchase of same. However,
every director and every officer of the property Owners Association shall be indemnified by
Association against all expenses and liabilities, including attorney's fees, reasonably incurred by
or imposed upon him/her in connection with any proceeding to which he/she may be a party, or
in which he/she may be become involved by reason of his/her being or having been a director or
officer of Association, whether or not he/she is a director or officer at the time such expenses are
incurred, except in such cases wherein the director or officer is adjudged guilty of willful
misfeasance or malfeasance in the performance of his duties; provided, that in the event of any
33

claim. for reimbursement or indemnification hereunder based upon a settlement by the director or
officer seeking such reimbursement or indemnification, the indemnification herein shall only •
apply if the Board of Directors approves such settlement and reimbursement as being in the best
interest of Association. The foregoing right of indemnification shall be in addition to and not
exclusive of all other rights to which such director or officer may be entitled.
Section 2. Disbursement of Proceeds . Proceeds of insurance policies shall be disbursed
as follows;
(a) If the damage or destruction for which the proceeds are paid is to be repaired or
reconstructed,. the proceeds, or such portion thereof as may be required for such purpose, shall be
disbursed in payment of such repairs or reconstruction as hereinafter provided. Any proceeds
remaining after defraying such costs of repairs or reconstruction to the Common Area or, in the
event no repair or reconstruction is made, shall be retained by and for the benefit of Association
and placed in a capital improvements account.
(b) If it is determined, as provided in Section 4 of this Article, that the damage or
destruction to the Common Area for which the proceeds are paid shall not be repaired or
reconstructed such proceeds shall be disbursed to the manner provided for excess proceeds in
Subsection (a� above. However, repair or replacement of the affected Common Area must be
made unless prevented by law or governmental rule or regulation.
Section 3. Damage and Destruction.
(a) Immediately after the damage or destruction by fire or other casualty to all or any
part of the Properties covered by insurance written in the name of Association, the Board of
Directors, or its duly authorized agent, shall proceed with the filing and adjustment of all claims
arising under such insurance and obtain reliable and detailed estimates of the cost of repair or
reconstruction of the damaged or destroyed Common Areas. Repair or reconstruction, as used in
this paragraph, means repairing or restoring the Common Areas to substantially the same S
condition in which they existed prior to the fire or other casualty.
(b) Any damage or destruction to the Common Area shall be repaired or
reconstructed unless the Voting Members representing at least seventy-five (75%) percent of the
total vote of the Association, shall decide within sixty (60) days after the casualty not to repair. or
reconstruct. If for any reason either the amount of the insurance proceeds to be paid as a result
of such damage or destruction, or reliable and detailed estimates of the cost of repair or
reconstruction, or both, are not made available to the Association within said period, then the
period shall be extended until such information shall be made available; provided, however, such
extension shall not exceed sixty (60) additional days. No mortgagee shall have the right to
participate in the determination of whether the Common Area damaged or destroyed shall be
repaired or reconstructed. .
(c) In the event that it should be determined in the manner described above that the,
damage and destruction shall not be repaired or reconstructed and no alternative improvements
are authorized, then, and in that event, the affected portion of the Common Area shall be restored
to their natural state and maintained by Association in a neat and attractive condition.
Section 4. Repair and Reconstruction. If the damage or destruction for which the
insurance proceeds are paid is to be repaired or reconstructed, and such proceeds are not
sufficient to defray the cost thereof, the Board of Directors shall, without the necessity of a vote
of the Members, Ievy a special assessment against all Owners in proportion to the number of
Lots owned; provided, if the damage or destruction involves a Lot(s), only Owners of the
34

W affected Lot(s) shall be subject to such assessment. Additional assessments may be made in like
manner at any time during or following the completion of any repair or reconstruction,
1. ARTICLE XIII
Dispute Resolution'and Limitation on Litigation
Section 1. Agreement to Avoid Liti ation. The Declarant, the Association, its officers,
directors, and committee members, all Persons subject to this Declaration, any Builder, and any
Person not otherwise subject to this Declaration who agrees to submit to this Article
(collectively, "Bound Parties") agree to encourage the amicable resolution of disputes involving
the Subdivision, without the emotional and financial costs of litigation. Accordingly, each
Bound Party covenants and agrees that those claims, grievances or disputes described in Section
2 below ("Claims") shall be resolved using the procedures set forth in Section 3 below in lieu of
filing suit in any court.
Section 2. Claims Unless specifically exempted below, all claims, grievances or
disputes arising out of or relating to the interpretation, application or enforcement of the
Governing Documents, or the rights, obligations and duties of any Bound Party under the
Governing Documents or relating to the design or construction of improvements on the
Properties shall be subject to the provisions of Section 3 below.
Notwithstanding the above, unless all parties thereto otherwise agree, the following shall
not be Claims and shall not be subject to the provisions of Section 3 below:
a. any suit by the Association against any Bound Party to enforce the provisions of
Article VII (Assessments for the Maintenance and Operation of Common Area and Facilities);
b. any suit by the Association to obtain a temporary restraining order, or other
mandatory or prohibitive equitable relief, and such other ancillary relief as permitted to enforce
the provisions of Article II (Uses of Property) or VIII (Architectural Standards and Control);
C. any suit by an Owner to challenge the actions of the Declarant, the Association,
the ARC, or any other committee with respect to the approval or disapproval of plans and
specifications in accordance with .Article VIII;
d. any suit by an Owner to challenge the enforcement or application of specific use
restrictions promulgated in accordance with the procedures set forth in Article II;
any suit in which any indispensable party is not a Bound Party; and
f. any suit which otherwise would be barred by any applicable statute of limitations.
With the consent of all parties thereto, any of the above may be submitted to the
alternative dispute resolution procedures set forth in Section 3 below.
Section 3. Mandatory Procedures.
a. Notice . Any Bound Party having a Claim ("Claimant") against any other Bound
35

Party ("Respondent") (collectively the "Parties") shall notify each Respondent in writing (the
"Notice"), stating plainly and concisely:
r
1. the nature of the Claim, including the Persons involved and Respondent's
role in the Claim;
2. the legal basis of the Claim (i.e., the specific authority out of which the
Claim arises);
3. claimant's proposed remedy; and
4. that Claimant will meet with Respondent to discuss in good faith ways to
resolve the Claim.
b. Negotiation and Mediation.
1. . The Parties shall make every reasonable effort to meet in person and
confer for the purpose of resolving. the Claim by good faith negotiation. If requested in writing,
accompanied by a copy of the Notice, the Board may appoint a representative to assist the Parties
in resolving the dispute by negotiation.
2. If the Parties do not resolve the Claire within 30 days of the date of the
Notice (or within such other period as may be agreed upon by the Parties) ("Termination of
Negotiations"), Claimant shall have 30 additional days to submit the Claim to mediation under
the auspices of any North Carolina dispute resolution center or such other independent agency
providing similar services upon which the Parties mutually agree.
3. If CIaimant does not submit the Claim to mediation within 30 days after
Termination of Negotiations, or does not appear for the mediation, Claimant shall be deemed to
have waived the Claire; and Respondent shall be released and .discharged from any and all
liability to Claimant on account of such Claim; provided however, nothing herein shall release or
discharge Respondent from any liability to any Person other than the CIaimant.
4. Any settlement of the Claim through mediation shall be documented in
writing by the mediator. If the Parties do not settle the Claim within 30 days after submission of
the matter to the mediation process, or within such time as determined by the mediator, the
mediator shall issue a notice of termination of the mediation proceedings ("Termination of
Mediation"). The Termination of Mediation notice shall set forth that the Parties are at an
impasse and the date that mediation was terminated.
5. Within five days after the Termination of Mediation, the Claimant shall
make a final written settlement demand ("Settlement Demand") to the Respondent and the
Respondent shall make a final written settlement offer ("Settlement Offer") to the Claimant. If
the Claimant fails to make a Settlement Demand, Claimant's original Notice shall constitute the
Settlement Demand. If the Respondent fails to make a Settlement Offer, Respondent shall be
deemed to have made a "zero" or "take nothing" Settlement Offer.
Final and Binding Arbitration . 0
K -1

1. if the Parties do not agree in writing to a settlement of the Claim within 15
. days of the Termination of Mediation, the Claimant shall have 15 additional days to submit the
Claim to arbitration iii accordance with the Rules of Arbitration of the American Arbitration
Association or such rules as may be required by the agency providing the arbitrator. If not
timely submitted to arbitration or if the Claimant fails to appear for the arbitration proceeding,
the Claim shall be deemed abandoned, and Respondent shall be released and discharged from
any and all liability to Claimant arising out of such Claim; provided however, nothing herein
shall release or discharge Respondent from any liability to Persons other than the Claimant.
2. This subsection (c) is an agreement to arbitrate and is specifically enforceable
under the applicable arbitration laws of the State of North Carolina. The arbitration award (the
"Award") shall be final and binding, and judgment may be entered upon it in any court of
competent jurisdiction to the fullest extent permitted, under the laws of the State of North
Carolina.
Section 4. Allocation of Costs of Resolving Claims_.
a. Subject to Section 4(b), each Party shall bear its own costs, including any
attorney's fees incurred, and each Party shall secure equally all charges rezidered by the
mediator(s) and all filing fees and costs of conducting the arbitration proceeding ("Post
Mediation Costs").
b. Any Award which is equal to or more favorable to Claimant than Claimant's
O Settlement Demand shall add Claimant's Post Mediation Costs to the Award, such costs to be
borne equally by all Respondents. Any Award which is equal to or less favorable to Claimant
i than any Respondent's Settlement Offer shall award to such Respondent its Post Mediation
Costs.
Section 5. Enforcement of Resolution , If the Parties agree to resolve any Claim through
negotiation in accordance with Section 3(b) and any Party thereafter fails to abide by the terms of
the agreement reached through negotiation, or if, following arbitration, any Party, thereafter fails
to comply with the Award, then the other Party may file suit or initiate administrative
proceedings to enforce the agreement or Award without the need to again comply with the
procedures set forth in Section 3. In such event, the Party taking action to enforce the agreement
or Award is entitled to recover from the noncomplying Party (or if more than one noncomplying
Party, from all the Parties pro rata) all costs incurred in enforcing the agreement or Award,
including, without limitation, attorney's fees and court costs.
Section 6. Litigation . No judicial or administrative proceeding with an amount in
controversy exceeding $25,000.00, will be commenced or prosecuted by the Association unless
approved by Members of the Association entitles to vote at a regular or special meeting at which
a quorum is present, duly called, in whole or in part, for the purpose of approving the
proceeding. This Section will not apply, however, to actions brought by the Association to
enforce the provisions of this Declaration (including; without limitations, the foreclosure of
liens); the imposition and collection of Assessments; proceedings involving challenges to ad
valorem taxation; counterclaims brought by the Association in proceedings instituted against it;
or actions brought by the Association to enforce written contracts.with its suppliers and service
providers. This Section will not be amended unless the amendment is approved by the requisite
percentage of votes of Members of the Association, and pursuant to the same procedures,
37

necessary to institute proceedings as provided above. This provision will apply in addition to the
negotiation and arbitration provisions of this Article XIII, if applicable.
Section 7. Miscellaneous Alternative Dispute Resolution Provisions . •
a. Conflicting Provisions. Any conflict or discrepancy between ' the terms and
conditions set forth in this Article XHI and any term, condition or procedure of the American
Arbitration Association, or any remedy allowed at law or in equity, the terms, conditions,
procedures and remedies set forth herein will control.-
b. TIME IS OF ESSENCE. All periods of time set forth herein or calculated
pursuant to provisions of this Article XIII will be strictly adhered to, TIME BEING OF THE
ESSENCE hereof.
ARTICLE XIV
General Provisions
Section 1. Time of Essence , It is agreed that time is of the essence with regard to these
restrictions, protective covenants, limitations, and conditions. '
Section 2. Enforcement. Subject to the provisions of Article XIII hereof, in the event of
a violation or breach of any of these restrictions by any Owner or agent, or agent of such Owner,
Owners of Lots in the subdivision, or any of them, jointly or severally, Declarant, and/or
Association shall have the right to proceed at law or in equity to compel a compliance to the
terms hereof or to prevent the violation or breach in any such event or to recover damages.. In
addition to the forregoing, Declarant, its successors and assigns, shall have the right, but shall be
under no obligation, whenever there shall have been built on any Lot in the subdivision any
structure which is in violation of these restrictions, to enter upon the property where such
violation exits and summarily abate or remove the same at the expense of Owner if, after thirty
(30) days written notice of such violation, it shall not have been corrected by Owner. Any such
entry and.abatement or removal shall not be deemed a trespass. The failure to enforce any rights,
reservation, restriction, or condition contained in this Declaration, however, long continued, shall
not be deemed a waiver of the rights to do so hereafter as to the same breach or as to a breach
occurring prior or subsequent thereto and shall not bar or affect its enforcement. Should
Declarant or Association employ counsel to enforce any of the foregoing covenants, condition, .
reservations, or restrictions because of a breach of the same, all costs incurred in such
enforcement, including a reasonable fee for Declarant/Association's counsel, shall be paid by
Owner of such 'Lot or Lots in breach thereof. Any amount assessed hereunder shall constitute a
lien on such Lot and shall be enforceable as herein provided. Failure of Declarant, Association,
or any Owner to enforce any covenant or restriction contained herein shall not be deemed a
waiver of the right to do so thereafter. In addition, the Board of Directors shall have the
authority to enforce the Covenants and Restrictions, including reasonable rules and regulations
as outlined in the By -Laws.
Section 3. Fines, Association Administrative Proceedings Includin.9 Hearings
Regarding Fines and Suspension of Services under N.C.G.S_§47F-3-102(11) or (12) and
N.C.G.S. §47F-3-_107.1. In addition to all other remedies, in the sole discretion of the Board of
Directors of the Association, a reasonable fine or fines may be imposed upon an Owner for
38

failure of an Owner, his family, guests, invitees, Lessees or employees to comply with any
• covenant, restriction, rule or regulation, provided notice and hearing procedures set out in
N.C.G.S. are followed. Once imposed, fines shall be treated as an assessment subject to the
provisions for the collection of assessments. The Association may conduct any administrative
proceedings permitted or provided for under the Declaration, the Act or as otherwise provided by
law, including without limitation, the right of the Association, after notice and an opportunity to
be heard, to (1) impose reasonable fines for violations of the Declarations, Bylaws, rules and
regulations of the Association, or (2) to suspend privileges or services provided by the
Association (except rights of access to lots) for reasonable periods for violations of the
Declaration, Bylaws, and rules and regulations of the Association or during any period that
assessments or other amounts due and owing to the Association remain unpaid for a period of
thirty (30) days or longer. Prior to pursuing the imposition of a fine or the suspension of
privileges or servicessas allowed by the Act and as provided herein, the offending Owner will be
notified and given ten (10) days in which to cure his violation or nonpayment. in the event the
violation or nonpayment is not cured within this ten (10) day period, a hearing shall be held
before an adjudicatory panel appointed by the Board to determine if the offending Owner should
be fined or if privileges or services should be suspended. If the Board fails to appoint an
adjudicatory panel to hear such matters, hearings shall be held before the Board. The offending
Owner charged shall be given notice of the charge, an opportunity to be heard and to present .
evidence and notice of the decision. If it is decided that a fine should be imposed, a fine not to
exceed one hundred dollars ($100.00) may be imposed for the violation and without further
hearing, for each day following the fifth day after the decision that the violation occurs;
provided, however, that fines imposed shall be subject to the following minimums:
.@ The fine for the first violation or the first day of any continuing or repetitive
violation shall not be less that $25.00.
(ii) The fine for the second violation or the second day of any continuing or repetitive
violation shall not be less than $50.00.
(iii) The fine for the third violation or the third day and subsequent days of any
continuing or repetitive violation shall not be less than $100.00.
Fines imposed shall be assessments secured by liens under N.C.G.S. §47-3-116. if it is
decided that a suspension of privileges or services should be imposed, the suspension maybe
continued without further hearing until the delinquency is paid if imposed pursuant to §47F-3-
102(I 1) or until one violation is cured or sixty (60) days, whichever is longer, if imposed
pursuant to §47F-3-102(12).
The Association may institute actions or proceedings permitted by law or the Act to
collect any sums due and owing to it.
Section 4. ReMonsibility of Declarant. Declarant herein shall not in any way or manner
be liable or responsible for any violation of these restrictions by any person other than itself. In
addition, nothing contained in this Declaration shall be deemed to be a representation by
Declarant with regard to the requirements of any governmental authority and it shall be the duty
of each Owner to comply with any such requirements in addition to the provisions of this
Declaration.
Section 5. Rule Aizainst Perpetuities_. In the event that any of the provisions hereunder
are declared void by a court of competent jurisdiction by reason of the period of time herein
stated for which the same shall be effective, then, in the event, such term shall be reduced to a
C

period of time which shall not violate the rule -against perpetuities or any other law of the State of
North Carolina, and such provision shall be fully effective for said reduced period of time.
Section 6, Binding Effect . All covenants, conditions, limitations, restrictions, •
easements, and affirmative obligations set forth in this Declaration shall be binding on the
Owners of the Lot(s) or Multi -Family Unit(s) and their respective heirs, successors, and assigns,
and run with the land. All rights,- easements and agreements reserved by or granted to Declarant
herein shall inure to the benefit of Declarant, its successors and assigns including, without
limitation, the right to develop and submit additional phases. Declarant reserves the right in
addition to all other rights of Declarant, to assign its rights of consent and approval as set out in
this Declaration and any amendment hereto or supplement thereof, to,the Association, or any
assignee of Declarant's development rights. At such time as Declarant, its successors and
assigns no longer owns any Lots or property in the Subdivision, any right of approval reserved to
Declarant by this Declaration shall be exercised by the Association.
Section 7. The Proiect . The term " Summerhouse on Everett Bay", "Project",
"Properties" or any synonymous term shall be deemed to mean the Lots designated as Lots 1
through 1029 on the recorded plats of the Project, together with any common areas designated
as such. No areas lying outside of these Lots, designated areas and streets'shall be considered a
part of the Project unless and until such area has been submitted to the terms and provisions of
this Declaration in accordance with the terms hereof.
Section 8. Duration . The covenants and restrictions of this Declaration shall run with
and bind the land and shall inure to the benefit of and be enforceable by Declarant, Association,
or Owner of any land subject to this Declaration, and their respective legal representatives, heirs,
successors, and assigns. The covenants and restrictions of this Declaration may be terminated
only by agreement of Owners to which at least ninety percent (90%) of the votes in the
Association are allocated.
Section 9. Notice. Any notice required to be sent to any Member or Owner under the
provisions of this Declaration shall be deemed to have been properly sent when personally
delivered or mailed, postpaid, to the last known address of the person who appears as Member or
Owner of the records of Association at the time of such mailing.
Section 10. Severability . Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no way affect any other provisions'which shall remain in full
force and effect.
Section 11. Amendment. This Declaration may be amended as providedin N.C.G.S.§
47F-2-117. These covenants, restrictions, easements, charges, and liens of this Declaration may
be amended, changed, added to, derogated, or deleted at any time and from time to time upon
sixty seven percent (67%) vote of the membership in the Association, provided, that so long as
the Declarant is the Owner. of any Lot affected by this Declaration, the Declarant's consent rriust
be obtained. Provided further, that the provisions for voting of Class A and Class B. Members as
hereinabove. contained in this Declaration shall also be effective in voting for changes in this
Declaration. No amendment to the Declaration shall be effective until executed on behalf of the
Association by any officer designated for that purpose and recorded in the Office of the Register
of Deeds.
40

Section 12. Amendment Prior to First Conveyance by Declarant . At any time prior to
the closing of the first conveyance of a Lot by Declarant, the Declarant, and any mortgage
holder, if any, may amend this Declaration by mutual. consent. The closing of the first sale shall
mean transfer of title and delivery of a deed and not execution of a contract of sale or a like
document.
Section 13. Amendment of Declaration Without Approval -of Owners. So long as it
owns any portion of the Subdivision, the Declarant, without the consent or approval of any other
Owner, shall have the right to amend this Declaration:
(a) to conform to the requirements of any law or any governmental agency having
legal jurisdiction or permitting authority over the Subdivision;
(b) to qualify the Subdivision or any Lots and improvements thereon for mortgage or
improvement loans; or
(c) to make amendments which are correctional in nature only and do not involve a
change which materially and adversely affects the rights, duties or obligations herein.
A letter from an official of any such governmental Agency, including without limitation,
the Veterans Administration, the Department of Housing and Urban Development, the Federal
Horne Loan Mortgage Corporation, the Governmental National Mortgage Association of the
Federal National Mortgage Association, requesting or suggesting an amendment necessary to
comply with the requirements of such agency shall be sufficient conform to such request or
suggestion: Such amendment shall become effective upon the date of its recordation in the
f Office of the Register of Deeds.
Section. 14. Amendment to Achieve Tax-Exem t Status. The Declarant, for so long as it
is a Class B Member of the Association, and, thereafter, the Board, may amend this Declaration
as shall be necessary, in its opinion, and without the consent of any Owner, to qualify the
Association or the Property, or any portion thereof, for tax-exempt status. Such amendment shall
become effective upon the date of its recordation in the Office of the Register of Deeds.
Section 15. Changes to Plans for the Subdivision. Nothing contained herein shall be
deemed to incorporate, by reference or otherwise, any plans or proposals promulgated by
Declarant with respect to the development of the Subdivision, and Declarant, subject to the
covenants, conditions and restrictions contained in this Declaration and any Supplemental
Declaration and any Supplemental Declaration, reserves the right to change any plans for the
Project at any time and form time to time as Declarant may determine to be necessary based
upon Declarant's continuing research and design program: and/or market conditions. Any plans
for the Project shall not bind Declarant or its successors and assigns to adhere to such plans in
the development of the Property or any pat thereof. In addition, Declarant reserves the right to
change, from time to time, the uses and densities that exist on any portion(s) of the Property
owned by Declarant, subject to the covenants, conditions and restrictions contained in this
Declaration and any Supplemental Declaration.
Section 16. Assig meat of Declarant Rights . Declarant reserves the right to assign its
rights to a successor or assign who also assumes Declarant's responsibilities.
41

Section 17. Effective Date . This Declaration shall become effective upon its recordation
in the Office of the Register of Deeds for Onslow County, North Carolina.
Section 18. Plat. Reference to Exhibit A, "plat", "map" or other term synonymous
therewith shall mean and include Exhibit A as recorded herewith and all subsequent revisions
thereof as and when recorded in the Office of the Register of Deeds for Onslow County, North
Carolina.
Section 19. Access Control — Recreational Amenities. The Association shall have the
right and authority, but not the obligation, to control access to the Common Area and any
Recreational Amenity or any portion thereof by such means as the Board, in its discretion, deems
reasonable and appropriate. This authority shall include, but shall not be limited to, the right to
construct, install, operate, and staff entrance gates; to require identification for admission to the
Common Area and any Recreational Amenity; to videotape or otherwise record and document all
Persons and vehicles entering or exiting the Common Area or any Recreational Amenity; to
screen and/or require registration of vehicles, guests, and others entering the Common Area or
any Recreational Amenity; and to deny entry to the Common Area or any Recreational Amenity
to unauthorized Persons. Unauthorized Persons include Persons other than Owners, residents,
and their guests and invitees; police, fire, and emergency medical personnel in the performance
of their official duties; and Association -authorized agents, contractors and service providers.
Section 20. Safety and Security. The Association, the Board, its directors and officers,
Declarant, and, their respective agents, assigns, or employees shall not be considered insurers or
guarantors of security or safety within Summerhouse on Everett Bay, nor shall any of them be
held liable for any loss or damage by reason of failure to provide adequate security or
ineffectiveness of security or safety measures undertaken. No representation or warranty is made
that any safety measure or security system, including any mechanism, system, or procedure for
limiting access to any portion of Summerhouse on Everett Bay, cannot be compromised or
circumvented, nor that any such systems or measures undertaken -will in all cases prevent loss or
provide the detection or protection for which it is designed or intended. Each Owner, resident,
guest, and i.nvitce acknowledges and agrees that the Association, the Board, its directors and
officers, Declarant, and their respective agents, assigns, and employees are not insurers and that
each person using the Community assumes all risks for personal injury and loss or damage to
property resulting from acts of third parties.
Section 21. Recreational Amenities. The use and enjoyment of any recreational facility
involves risk of personal injury or damage to property. Each Owner acknowledges and
understands, and covenants to inform its tenants and all occupants of its Lot, that the
Association, its Board and committees, and Declarant are not insurers of personal safety and that
all such Persons assume all risks of personal injury and loss or damage to property resulting from
the use and enjoyment of any Recreational Amenity the Association operates or maintains.
EACH OWNER (INDENINITOR) AGREES AND. DOES HEREBY
RELEASES AND DISCHARGES THE DECLARANT, THE ASSOCIATION, THE
BOARD AND ANY COMMITTEES, THEIR SUCCESSORS AND ASSIGNS, AND
ALL OF THEIR RESPECTIVE OFFICERS, DIRECTORS, AND ' THEIR
42

SUCCESSORS IN OFFICE, EMPLOYEES, ATTORNEYS, DESIGNEES,
REPRESENTATIVES AND AGENTS, HEREINAFTER COLLECTIVELY AND
SEVERALLY REFERRED TO AS "INDEMNITIES" FROM AND AGAINST ALL
LIABILITY FOR, AND ASSUMES THE RISK OF ALL LOSSES, EXPENSES,
LIENS, CLAIMS, DEMANDS, DAMAGES AND CAUSES OF ACTION OF EVERY
KIND AND CHARACTER WHATSOEVER FOR DAMAGE TO THE PROPERTY
OF INDEMNITIES AND INDEMNITIES, LESSEES, TENANTS AND INVITEES
AND FOR THE PERSONAL INJURY TO OR DEATH OF ANY PERSONS
(INCLUDING BUT NOT LIMITED TO INDEMNITOR, ITS OFFICERS,
DIRECTORS, EMPLOYEES, ATTORNEYS, DESIGNEES, REPRESENTATIVES,
TENANTS, SUBCONTRACTORS, SUPPLIERS, INVITEES OR LICENSEES AND
AGENTS OF INDEMNITOR) AND/OR DAMAGE TO ANY PROPERTY
(INCLUDING BUT NOT LIMITED TO PROPERTY BELONGING TO
INDEMNITOR, ITS OFFICERS, DIRECTORS, EMPLOYEES, ATTORNEYS,
DESIGNEES, REPRESENTATIVES, TENANTS SUBCONTRACTORS, SUPPLIERS,
INVITEES OR LICENSEES' AND AGENTS) AND FOR ANY OTHER LIABILITY,
DAMAGES, FINES OR PENALTIES (EXCEPT WHERE REIMBURSEMENT FOR
FINES OR PENALTIES IS PROHIBITED BY APPLICABLE LAW), INCLUDING
COSTS, EXPENSES, PENALTIES AND INTEREST, ATTORNEY FEES AND
SETTLEMENTS HEREINAFTER REFERRED TO COLLECTIVELY AND
SEVERALLY AS "CLAIMS", ARISING OUT OF OR IN ANY WAY CONNECTED
WITH OR RELATING TO THE USE OF ANY RECREATIONAL AMENITY,
INCLUDING THOSE CLAIMS CAUSED BY ANY OR ALL OF THE
INDEMNITIES. THIS INDEMNITY AGREEMENT SHALL INCLUDE CLAIMS
ARISING OUT OF, BROUGHT BY OR CAUSED, IN WHOLE OR IN PART BY
43

INDEMNITIES, ITS OFFICERS, DIRECTORS, EMPLOYEES, TENANTS,
SUBCONTRACTORS, SUPPLIERS, INVITEES OR LICENSEES AND AGENTS OF
INDEMNITIES, AND INDENTNITOR EXPRESSLY AGREES TO DEFEND,
INDEMNIFY, REIMBURSE AND HOLD INDEMNITIES, ITS OFFICERS,
DIRECTORS, EMPLOYEES, ATTORNEYS, DESIGNEES, REPRESENTATIVES,
TENANTS, SUBCONTRACTORS, SUPPLIERS, INVITEES OR LICENSEES AND
AGENTS, HARMLESS FROM ALL "CLAIMS" OF ANY KIND OR CHARACTER,
INCLUDING BUT NOT LIMITED TO CLAIMS IN ANY MATTER RESULTING
FROM, ARISING OUT OF OR CAUSED, IN WHOLE OR IN PART, BY
INDEMNITIES', (INCLUDING ITS OFFICERS, DIRECTORS, EMPLOYEES,
TENANTS, SUBCONTRACTORS, SUPPLIERS, INVITEES OR LICENSEES AND
AGENTS) WILLFUL MISCONDUCT, NEGLIGENCE, GROSS NEGLIGENCE,
DELIBERATE ACTS, STRICT LIABILITY IN TORT OR BREACH OF
WARRANTY, EXPRESS OR IMPLIED, INCLUDING THAT CAUSED BY ANY OF
THE INDEMNITIES'. OFFICERS, DIRECTORS, EMPLOYEES, ATTORNEYS,
DESIGNEES, REPRESENTATIVES, TENANTS SUBCONTRACTORS, SUPPLIERS,
INVITEES OR LICENSEES AND AGENTS ACTIVITIES, DIRECTLY OR
INDIRECTLY, RELATED TO THIS SUBDIVISION.
THE FOREGOING INDEMNIFICATION SHALL NOT BE APPLICABLE
TOWARD OR ENFORCEABLE IN FAVOR OF ANY INDIVIDUAL INDEMNITEE
FOR A_ PARTICULAR CLAIM, INSOFAR AS THAT PARTICULAR CLAIM IS
ADJUDICATED BY A COURT OF COMPETENT JURISDICTION TO RESULT
EXCLUSIVELY FROM THE GROSS NEGLIGENCE OR WILLFUL CONDUCT OF
THAT INDEMNITEE SEEKING TO ENFORCE THE INDEMNIFICATION BUT THE
FOREGOING SHALL SPECIFICALLY INCLUDE CLAIMS RESULTING FROM THE
NEGLIGENCE AND/OR CONTRIBUTORY NEGLIGENCE AND/OR CONCURRENT
NEGLIGENCE OF ANY INDEMNITIES.
s
44

INDEMNITOR AND INDEMNITIES ACKNOWLEDGE THAT THIS
• STATEMENT AND THE FOREGOING INDEMNIFICATION UNDER THIS ARTICLE
XIV SECTION
2 MS WITH THE EXPRESS NEGLIGENCE RULE AND IS
_
CONSPICUOUS AND HAS BEEN REVIEWED AND APPROVED BY EACH
INDEMNITOR PRIOR TO THE PURCHASE OF A LOT IN THE SUBDIVISION,
AFTER CONSULTING WITH LEGAL COUNSEL OF THEIR _CHOICE, PRIOR TO
THE PURCHASE OF THE LOT. THE INDEMNIFICATION ARISING HEREIN
SHALL SURVIVE THE OWNERSHIP OF A LOT IN THIS SUBDIVISION BY
INDEMNITOR.
Declarant or the Association may, but shall not be obligated to, implement or
maintain certain safety measures designed to decrease the chance of injury resulting from use of
any Recreational Amenity; provided, neither the Association nor Declarant shall in any way be
considered insurers or guarantors of the safety of any Person using such facilities. In addition,
neither the Association nor Declarant shall be held liable for any loss or damage -by reason of
failure to provide adequate safety measures or ineffectiveness of safety measures undertaken.
No representation or warranty is made that any safety measures undertaken will be undertaken,
or if undertaken, will be effective, nor that any such measures will in all cases prevent any
personal injury or loss or damage to property that the measure is designed or intended to prevent.
Section 22, Changes in Ownership of Lots. Each Owner is required to keep the
Association apprised at all times of the current name of the Owner and its address.. Within ten
(10) days following the closing of any transfer of title, the Owner desiring to sell or otherwise
o transfer title to its Lot shall give the Board written notice of the name and address of the
purchaser or transferee, the date of such transfer of title, and such other information as the Board
may reasonably require. In addition, within ten (10) days following any change in the name and
address of the Lot Owner, the Owner shall give the Board written notice of the changed
information and such other information as the Board may reasonably require.
•
Section 23. Exclusive Rights to Use Name of Development. No Person shall use the
name "Summerhouse on Everett Bay" or any derivative of such name or in logo or depiction in
any printed or promotional material without Declarant's prior written consent. The Association
shall be entitled to use the words "Summerhouse on Everett Bay "in its name.
[Signatures on Following Page]
45

r-
IN WITNESS WHEREOF, The Declarant, R.A. North Development 4, Inc., has caused this
instrument to be'executed by its proper officers on June 16, 2006.
In the Presence of: R.A. North Development I, Inc. (SEAL)
By: ��C �
Randolph M. Allen, President
STATE OF NORTH CAROLINA
COUNTY OF V-%Q C4�—A,.., Z,to
I, /!/,$ma_rt t-r a Notary Public of the county and state
f aforesaid, certify that Randolph M. en personally appeared before me this day and
acknowledged that he is President of R. A. North Development I, Inc. a North Carolina
corporation, and by authority duly given and as an act of the corporation, the foregoing
instrument was signed in its name by him as President. Witness my hand and official stamp or
seal, this the 161h day of June, 2006.
My commission expires: - �p .7--Yz ° / °
Henry J. Morrison
A1oEary Puolk
Mak�en6u� County, NC
Expima: SeP�, 24, 2040
Not ublic
0
46

O
0
EXHIBIT "A"
Lying and being in Holly Ridge Township, Onslow County North Carolina, and being all of
the numbered lots within hase I of Sumnigrho se on Everett BaySubdivision as shown on
plats recorded in Book 'D-1 , Pages Lj,, �x A `A , Onslow County Registry,
reference to said plats being made for greater certainty of description.
47

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7/31 /2009
Precipitation Frequency Data Server
•
•
POINT PRECIPITATION
`,�
V r
FREQUENCY ESTIMATES r
FROM NOAA ATLAS 14 `' ,,,, ,1
North Carolina 34.487684 N 77.498353 W 36 feet
from "Precipitation -Frequency Atlas ofthe Unitcd States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonnin, D. Martin, B. Lin, T. Parzyhok, M,Yekta, and D Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Estracied: Fri Sul 31 2009
confidence Limits [ Seasonality �j Location Maps 1I Other Info. I: GIS data 17 Mas 1 Does i Return to State Map
11 Precipitation Frequency Estimates (inches) 11
ARl* 5 10 15 30 60 120 10 20 III - - 3 hr 6 hr 12 hr 24 hr 48 hr 4 day 7 daX ❑minmin day
�- 0.54 0.79 0.99 1.36 1. 99 2.07 2.44 2.74 3.23 3.71 4.31 4.80 5.53 6.12 8.0G 9.93 12.51 I5.l5
` I0.59 0.94 ].18 1.63 2.55 2.52 2.72 3.33 3.93 4.54 5.22 5.80 6.66 7.34 9.60 11.79 14.80 17.88
0.69 1.10 1.39 1.97 2.53 3.20 3.46 4.25 5.04 5.83 G.71 7.36 8.38 9.09 11.68 14.18 17.62 21.02
10 0.77 1.22 1.55 2.24 2.92 3.77 4.12 5.06 6.D3 697 7.99 $.67 9.80 10.54 13.39 16.69 19.92 23,53
25 0.86 l.38 1.75 2.59 3.44 4.57 5.06 623 7.47 8.68 993 10.61 11.86 12.G4 15.83 18.74 23.13 26.94
50 0.94 1.50 1.90 2.86 3.87 5.25 5.8$ 7.25 8.76 10.18 11.63 12.26 13.58 14.39 17.83 20.86 25.73 29.61
1 DD 1.02 1.G2 2.f14 3. l3 4.31 5.98 6.76 8.38 l0. l9 l l.$b 13.54 14.06 ! 5.45 16.26 19,94 23.04 28.40 32.30
200 1.09 1.73 2.19 3.4D 4. 77 6.76 7.74 9.63 Il.78 13.74 15.68 16.04 17.47 18.28 22.17 25.27 31.16 35.01
500 1.19 1,88 2.37 3.77 5.41 7.89 9.20 11.49 14.19 16.66 18.93 19.16 20.40 21.18 25.32 28.34 34.98 3$.64
1000 1.27 2.00 2.51 4.07 5.94 8.86 ]0.4G 13.12 16.33 k9.10 21.76 21.85 22.85 23.57 27.$G 30.75 38.00 41.43
'These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to NOAAAdas 14 Document for more informtion. NOTE: Formatting forces estimates near zero to appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
AR[** 5 10 IS 30 60 120 3 6 24 48 4 7 10 2D 30 4�60
[1:2
years) min min min min min min hrhr hr hr day day day day day day day
(],
I I0.54 0.86 1.07 L47 1.83 2.25 2.44 3.D0 3.58 4.07 4.75 5.27 6.03 6.67 8.69 10.G2 13.44 16.15
= 0.64 1.02 128 1.77 222 2.74 2.97 3.65 4.35 4.95 5.76 6.37 7 25 8.00 10.34 12.62 15.9D 19.07
= 0.74 1.19 1,50 2.13 2.73 3.47 3.77 4.GG .580.12.58 55 895 24G9 8 999
1 D 0.83 1.32 1.67 2.42 3.16 4.09 4.48 5.54 6.6G 7.62 8.80 9.52 ] 0.65 ] l .47 i 4.42 17.20 21.43 25.06
25 0.93 1.49 1.88 2.79 3.7 l 4.95 5.49 6.80 8.24 9,48 10.93 1 1.62 12.86 ] 3.74 17.02 20.03 24.91 28.69
SO l.Ok 1.61 2.04 3.08 4.17 S.G8 6.37 7.91 9.63 11.10 12.82 13.42 14.76 15.66 19.19 22.32 27.72 31.56
100 1.10 1.74 2.21 3.38 4.65 G.47 7.33 9.13 11.18 l2.94 14.93 15.43 16.82 17.71 21.52 24.70 30.65 34.47
8
789D127679
997 70 749200
5G3
500 [.29 2.04 2.57 4.09 5.87
8.56 9.99 12.54 15.59 18.22 21.07 21.22
22.43 23.3D 27.59 30.67 38.02 41.62
E00][Efl 2.18 2.73 4.42 b.4G
9.G4 11.39 14.35 17.96 21.07 24.37 24.40
25.28
26.10
30.54
33.43
4L53
44.86
]he upper bound otthe confidence interval a190%confidence level sthe value which 5%ofthe simulated quantle valuesiora given frequencyare greater than.
" These precipitation kequencyestimatesare based on a partial duralien series.ARlis the Average Recurrence Interval.
. Please refer to NOAA AUas 14 Document {or rrore information. NOTE; Formatting prevents estimates near zero to appear as zero.
hdsc.nws.noaa.govl..Jbuildout.perl?typ... 114

•
7/31/2009 Precipitation Frequency Data Server
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI* j [;�[I]O
15 30 60 ] 20 12 24 48 4y 7y :;dayjj_ty�L_da�yj
230 4 Y 6 Years min man mrn min [:3r][
hrhr hr hr da rya day c!a
0.46 0.74 0.92 1.2G 1.57 1.92 2.07 2.52 294 3.41 3.95 4.40 5.10 5.66 7.S l 9.31 11.71 l4?9
r 2 - D.55 0.87 1.10 [ .5 l 1.9D 2.34 2S2 3.D6 3.57 4.14 4,78 5.32 G. i 5 6.79 894 j 11.07 13.85 16.84
�S 0.63 1.01 128 1.82 2.34 2, 55 3.20 3.89 4.57 5.35 6.11 G.74 7.71 8.39 10.86 13.29 16.4G I9.77
10 0.71 1.13 1.43 2.07 2.70 3.47 3.79 4.G2 5.45 6.37 7.25 7.91 8.98 9.70 12.42 T- 18.58 22.10
25 0.79 1.26 1.60 2.37 3.16 4.18 4.62 5.65 6.70 7.8G 8.94 9.60 ]0.81 11.57 14.60 F— 21.47 2S.19
0 0.86 1.37 1.73 2. 11 3.54 4.78 5.32 6.53 7.80 9.13 ]0.38 11.02 12.31 13.09 16.34 19.32 23.77 27.G0
100 0.93 1.47 I.SG 2.84 3.92 5.41 G.D8 7.48 8.99 10.52 11.95 12.52 13.87 14.G8 18.16 21.22 26.07 29.96
200 0.99 1.57 1.98 3.08 4.32 6.08 6.90 8.51 10.29 ff0fl 13.64 14,12 15.52 1G.32 ]9.99 23.]l 28.40 32.29
i00 1.06 1.69 2.12 3.38 4.84 7.D2 8.10 ]0.01 12.20 14.26 16.13 16.58 17.84 18.65 22.49 25.64 3i.48 35.31
] 00 1. l3 1.78 2?3 3.61 5 ?8 7.82 9.1 V 11.30 13.84 16.13 18.23 18.63 19.71 20.49 24.48 27.57 33.8G 37.59
'The lower bound oft e confidence interval at90%confidence level is the value which 5%of the simula led quantle values for a given frequency are less than.
"These precipitation frequencyestimales are based on a partal duration maxima series. ARlis the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
Text version of tables
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34
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Partial duration based Point Precipitation Frequency Estimates - Version: 3
34.487684 N 77.498353 W 36 ft
2 5 10 25 50 100 200 500 1000
Average Recurrence Interval (years)
Fri Jul 31 14.22:20 2009
Duration
5-min -
120-rn
48-hr ->4-
30-day -*-
10-min
3-hr -N
4-day
45-day - -
15-min
6 - h r
7-day 6
60-day -w--
30-min --a-
12-hr t
10-day +
60-min -*-
24-hr a
20-dau -a-
hdsc.nws.noaa.govl...lbuildout.perl?typ... 214

7/31/2009 Precipitation Frequency Data Server
Partial duration based Point Precipitation Frequency Estimates — Version: 3
34.487684 N 77.498353 W 36 fit
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Fri Jul
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2009
Maps -
Average Recurrence Interval
(years)
1 -:r 5u
2 0 100 ----
5 --1-- 200 —a-
10 —a 500 +
25 --*— 1000 --M—
I M-W 11 O-W 1(Ww 90"w 80" W 70"w
r �
These maps were produced using a direct map request tcm the
i U.S. Census Bureau Mapping and CartographicResouroH
Sn e s 1 Tiger Map Server.
hdsc.nws.noaa.govl..Jbuildout.perl?typ... 3/4

7/31 /2009
Other Maps/Photographs -
Precipitation Frequency Data Server
Pleuse read disclaimer for more information.
LEGEND
— State
— Connector
— County
Stream
0 Indian Resv
Military Area
IQ Lake/Pond/Ocean
National Park
— Street
0 Other Park
— Expressway
City
-- Highway .0
C.$unty., .8 mi
Scale 1:228583 2 i
*averal e--true scale depends on monitor$ esolution
View USGS digital orthophnto quadrangle (DOO) covering this location fromTerraServer; USGS Aerial Photograph may also
be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain
relief and camera
tilts has been removed. It combines the image characteristics of photograph with the geometric qualities of map. Visit the
USGS for more information.
Watershed/Stream Flow Information -
Find the Watershed for this location using the U.S. Environmental Protection Agency's site.
• Climate Data Sources -
is
Precipitation fi•ecluency results are based on data from a variety ofsources, but largely NCDC. The following links provide
general information
about observing .sites in the area, regardless of iftheir data was used in this study, Por detailed information about the
stations used in this study,
please refer to NOWA atlas 14 Document.
Using the National Climatic Data Center's (NCDQ station search engine, locate other climate stations within:
+1-30 minutes ...OR... +1-1 degree I of this location (34.487684/-77.498353). Digital ASCII data can be obtained directly
from NCDC.
Hydrometeorological Deign Sludim Center
DOClNOAAINational Weather Service
1325 East-West Highway
Silver Spring, N1D 20910
[phone]
Questions?: HDSC.Questionsra-Inoaagov
Disclaimer
hdsc.nws.noaa.govl..JbuiIdout. perl?typ... 414

7/31/2009 Precipitation Frequency Data Server
' POINT PRECIPITATION sr�.�',4
• r
FREQUENCY ESTIMATES F�
.V FROM NOAA ATLAS 14 %10
North Carolina 34.487684 N 77.498353 W 36 feet
from "Precipitation -Frequency Atlas ofthe United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonnin, D. Martin, B. Lin, T. Pambok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Fxtracted: Fn Jul 31 2009
confidence Limits 11 Seasonality '! Location Maps I Other Info, I GIBS data Ma 1 D�1, Return to State Map
•
I Precipitation Intensity Estimates (in/hr) d
ARIELmi10 15 30 60 120 10 20 30 45 60
* ------3 hr6 hr 12 hr 24 hr 48 hr 4 day 7 day{years)min min min min min day dTy L day
l� 5.95 4.76 3.96 2.72 1.69 1.04 0.75 0.46 0.27 D.15 0.09 0.05 0.03 0.03 0.02 0.01 0.01 0.01
7.06 5.64 4.73 3.27 2.05 1.26 0.91 0.56 0.33 a.19 0.11 D.O6 D.D4 0.03 D.02 0.02 0.01 0.01
8.22 6.58 5.55 3.94 2.53 1.60 1.15 0.71 0.42 0.24 0.14 0.08 O.Os D.04 D.02 0.02 D.02 a.al
10 9.19 7.34 6.20 4.49 2.92 1.89 1,37 0.84 0.50 0.29 0.17 0.09 a.06 a.04 0.03 0.02 a.02 a.02
25 ]0.38 8.27 6.99 5.17 3.44 2.29 1.G8 lA4 0.62 0.36 0.21 0.11 O.a7 0.05 a.03 a.03 0.02 a.02
50 11.28 8.99 7.58 5.71 3.87 2.63 1.96 1.21 0.73 0.42 0.24 O.13 0.08 0.0G D.04 0.03 D.02 _ 2
100 12.20 9.70 8.17 6.26 4.31 2.99 2.25 1.40 0.85 0.49 0.28 0.15 0.09 a.07 0.04 0.03 0.03 0.02
200 13.12 10.39 8.74 6.80 4.77 3.38 2.58 L61 0.98 0.57 0.33 0.17 Ol0 0.08 0.05 0.04 0.03 O.D2
500 14.28 11.30 9.48 7.54 5.41 3.95 3.OG t.92 1.1$ 0.69 0.39 0.00 0.12 0.09 D.OS O.D4 0.03 0.03
1000 15.26 12.02 10. 66 8.14 5.94 4.43 3.48 2. 99 1.3G 0.8D D.45 0.23 O.14 O 0.06 0.04 0.04 D.03
'These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please reler to NOAAAilas 14 Document for rwre information. NOTE: Formatting forces estimates nearzero to appear as zero.
Upper bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
5
Flo
is
IF60
IFTTO][
12
10
60
yRlrs)
min
min
m n
min
min
min
h--T7F30
r
hr
hr
h] r
hg
day
day
day
day
day
day
day
G.46 5.15 4.29 2.94 1.83 1.12 0.81 D.50 0.30 0.17 0.10 0.05 0.04 0.03 0.02 0.01 0.01 0.01
` J
7.63 6. i i 5. l2 3.53 2.22 1.37 0.99 O.G 1 0.36 0.2 l 0.12 0.07 0.04 O.a3 0.02 O.a2 a.01 0.01
=
8.88 7. ] 2
6.D0 4.26
2.73 1.73 1.2G 0.78 0.46 0.27 0.15 a.as a.05 0.04 0.03 0.02 O.D2 0.02
10
9.92 7.93 6.69 4.85 3.16 2.04 1.49 a.92 0.55 a.32 a.18 0.10 0.06 O.DS 0.03 0.02 0.02 D.02
25
I1.18 8.91 7.53 5.58 3. 11 2.47 1.83 1.14 0.68 0.39 0.23 0.12 a.a8
0.06 O.D4
0.03 0.02 O.D2
0.07 0.04
0.03 0.03 0.02
50
12.17 9.69 8. ] 8 6.16 4.17 2.84 2.12 1.32 0.80 0.46 0.27 O.14 0.09
1D0
13.18 10.46 8.82 6.75 4.65 3.24 EEj1.52 0.93 0.54 D.31 0.1E 0.10
0.07 0.04
0.03 0.03 O.D2
2 00
Elfl 11.23 9.45 736 5.16 3.66 2.80 1.75 1.D7 0.63 0.36 O.18 0.11
0.0$ 005
0.04 O.D3 0.03
500
15.49 ]2.25 10.28 8.18 5.87 4.28 3.33 2.09 1,29 0.76 0.44 0.22 0.13
0.10 0.06
0.04 O.D4 D.03
1000
16.58
13.06
10.93
8.85
6.46
4.82
3.79
2.40
1.49
0.88
0.51
0?5
0.l5 D.11
0.06
0.05
0.04
0.03
*The upper bound of the confidence Interval at 90% confidence level is the value which 5% of the simulated qua nule values for a given frequency are greater than.
"These precipitation hequencyesQmalesare based on a partiai duration series. ARlisthe Average Recurrence interval.
• Please refer to NOAAAuas 14 Docurrentfor more information. NOTE: Formatting prevents esbrates near zero to appear as zero.
hdsc.nws.noaa.gov/.../buildout.perl?typ... 1 /4

•
•
7/31/2009 Precipitation Frequency Data Server
* Lower bound of the 90% confidence interval
Precipitation
Intensity Estimates (inlr)
ARl** l20 3 6 1224 48 [:4y]
14 d2y030�45�60r
hr hr d7y d❑da}day❑day(years) min mn minhhr
f 15.53 4.42 3.68 2.52 l .57 0.96 Q.69 0.42 0.24 0. 14 0.08 0.05 0.03 0.02 Q.02 Q.0 i l 0.0 l
6.54 5.23 4.38 3.03 1.90 1.17 0.84 l 0.30 0.17 O.IO 0.06 0.04 0.03 0.02 0.02 0.01 0.01
7.G1 6.a9 5.14 3.65 2.34 1.48 1.07 0.65 0.38 0.22 0.13 0.07 0.05 0.03 0.02 0.02 0.02 0.01
l4 8.47 6J8 5.72 4. l4 2.70 i .74 1.26 0.77 0.45 0.27 0.15 o.as 0.05 0.04 0.03 O.a2 0.02 0.02
25 9.52 7.58 6.41 4.75 3.16 2.09 1.54 0.94 0.56 0.33 0.19 0.10 0.06 0.05 0.03 0.02 0.02 0.02
50 10.32 8.22 6.94 5.22 3.54 2,39 1.77 1.09 0.65 0.38 E22 E E 0.07 0.05 0.03 0.03 0.02 0.02
100 11.10 8.81 7.43 5.G9 3.92 2.70 2.03 1.25 0.75 0.44 0.25 0.13 0.08 a.06 O.D4 O.Q3 0.02 0.02
2 00 11.86 9.40 7.90 6.15 4.32 3.04 2.30 1.42 0.85 0.50 0.28 0.15 a.09 0.07 0.04 0.03 O.Q3 Q.02
500 12.78 ]O.11 8.48 6.75 4.$4 3.51 2.70 1.67 LO1 0.59 0.34 0.17 0.11 0.08 0.05 0.04 Q03 0.02
1400 13.55 ]0.67 8.92 7.23 5.28 3.91 3.03 ].89 1.I5 0.67 0.38 0.19 0.12 0.09 a.as 0.04 0.03 O.Q3
The lower bound of the confidence interval at 9C% confidence level is the value which 5% of the simulated quantile values for a given hequencyare less than.
"These precipitafion frequencyest mies are based on a partial duration maxima series. ARI is the Average Recurrence Interval.
Please refer to NOAA Atlas 14 Document for more information. NOTE Formatting prevents esfirrntes near zero to appear as zero.
r,
u
Text version of tables I
10
k75
L 3
L
G
.. 1
a 0.7
0.3
m 0.2
.1
07
0 05
+� .03
v .02
z .01
U
a
L
d
.001
Partial duration based Point IDF Curves - Version: 3
34.487684 N 77.498353 W 36 i't
C C C C C C e L L L L L L L L L T 7n M T T 7, n, T 7r '.7�
I I I I I I CU N1 Q 10 W W W 710 W I I I I I I I I I I
9 6 U7 m
Duration � � N M V D
Fri Jul 31 14:23:53 2069
Average Recurrenoe Interval
Cuears)
1-year -- 50-year --
2-year 100-year -
5-year 200-year -�
10-year --B- 500-year +
25-Uear --)+- 1000- ear --E�-
hdsc. nws.noaa.govl..JbuiIdout.perl?typ... 214

7/31/2009
Maps -
•
•
Precipitation Frequency Data Server
These mps were produced using ad irednp requesttromthe
U.S. Census Bureau Mapping and Cartographic Resources
Tiger Map Server.
Please read disclaimer for more information.
u LEGEND
— State -- Connector
— County © Stream
[� Indian Resv C]Military Area
j� LakefPond/Ocean National Park
— Street 0 Other Park
Expressway 0 City
Highway 0 County 6 8 mi
z Scale 1: 228583 2 4 6 8 10 km
c *average --true scale depends on monitor resolution
v
e-
77.6-W 77.9-W 77.4-W
Other Maps/Photographs -
View USGS digital orthoahoto quadrangle (DO Q) covering this location fromTerraServer; USGS Aerial Photograph may also
be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain
relief and camera
tilts has been removed. It combines the image characteristics of a photograph with the geometric qualities of a map. Visit the
USGS for more information.
Watershed/Stream Flow Information -
Find the Watershed forth is location using the U.S, Environmental Protection Agency's site.
• Climate Data Sources -
Precipitation frequency resrilis are based on data from a variely ofsources, but torgely NCDC. The following links provide
general information
hdsc.nws.noaa.gov/..Jbuildout.perl?typ... 3/4

7/31/2009 Precipitation Frequency Data Server
about obseti,ing sites in the area, rcgarclless of if their data uvas used in this study. For detailed information about the
stations used in this study,
please refer 10 NOAA Atlas 14 Document.
0
Using the National Climatic Data Center's {NCDCI station search engine, locate other climate stations within:
+1-30 minutes I ...OR... +/-1 degree of this location (34.487684/-77.498353). Digital ASCII data can be obtained directly
from NCDC.
tlydrometeorvlogical Design Studies Center
DOCINOAA/National Weather Service
1325 Last -West Ilighway
Silver Spring, \1D 20910
[phone]
Questions?: HDSC.QuestionsOnoaagov
Disclaimer
hdsc.nws.noaa.govl..Jbuildout.perl?typ... 414

•
SPICER LAKE
WET DETENTION POND
RECALCULATIONS
for
SUMMERHOUSE ON EVERETT BAY
CTC PN#: 82002
Date- 07/31/09
11
—"puts"
$ a9
•

0
•
0

SpicerLake- SA, Vol, & Dewater
Wet Detention Pond Sizing
Project: Summerhouse on Everett Bay
CTC PN#: 82001
POND: SPICER LAKE
Impervious Surface:
Impervious Area per Lot
Total
Lots 1 -37
3,200
118.400
300 -339
3,500
140,000
340 -364
4.000
100.000
365 -397
3,200
105,600
398 -418
4,000
84,000
419 -505
3,500
304,500
506 -521
4,000
64,000
522 -539
3,200
57,600
540 -547
4,000
32.000
550 -566
4,000
68,000
567 -567
3,500
3,500
600 -620
3,500
73,500
621 -623
4,000
12,000
977 -998
3,200
70,400
On -Site Streets & Sidewalks
612.032
Spicer Park Pavilion
3,746
Club House Site
95,429
Post Office Site
6.249
Pond Surface
1,207,483
3,158,439 sf
PJ
72.51 acres
72.51 acres impervious surface divided by
144.24 acres total
50% Impervious Surface
Permanent Pool Volume Provided: 8,714,253 cf
Average Pond Depth: 7.2 ft
From NCDENR Stormwater Best Management Practices:
90% TSS removal for 7.0' deep pond: SAIDA = 1.90%
1,90% X 145.04 acres total - 2.76 acres
- 120,041 square feet required
1,202,610 sf surface area provided.
P:182 SumrnerhousMS2002 Spicer Lake Recalculation109 0731 SubmittaftSpicer take Sizing and Dewatering 09
0529.xis Page 1 of 2

SpicerLake- SA, Vol, & Dewater
Wet Detention Pond Sizing
Project: Summerhouse on Everett Bay
CTC PN#: 82001
Required Temp Pool Volume:
Rv = 0.05 + 0.009 X 50%
0.50 in/fn
Volume = 1 " rainfall X 0.50 in/in X 0.063333 ft/in X 144.2 acres
6.04 acre-ft
263070 cu fl
Depth Check: 263,070
Temp. Pool Volume: 1,220,676 cu ft provided - 120.041
= 2.191501 OK
Sizing Dewatering Orifice:
1) Average Q Required
2-day Drawdown
Q(2days) = 263070 cf 1(2days) (24hrs/day) (60min/hr) (60sec/min)
= 1.5223943 cfs
5-day Drawdown
Q(5days) = 263070 cf 15days) (24hrs/day) (60min/hr) (60sec/min)
= 0,6089577 cfs
2) Orifice size
Orifice formula: A = Q/(Cd(2gh)-3)
Cd = 0.6
h = H/2 H = 0.739583
g = 32.2 ft/sec2
2-day Drawdown
Area = 0.5199414 sf
= 74.871561 sq in
Pipe dia = 9.7661551 in
5-day Drawdown
Area = 0.2079766 sf
= 29.948624 sq in
Pipe dia = 6.1766588 in
Use 6.25 in. orifice.
P:182 Summerhouse182002 Spicer Lake Recalculation109 0731 Submittal\Spicer Lake Sizing and Dewatering 09
0529.xis Page 2 of 2

• 82001 Spicer Lake Type 1124-hr Rainfall= 1. 00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 sln 003998 © 2006 H droCAD Software Solutions LLC 7/31/2009
Subcatchment 6S: Multiple Inlets
[49] Hint: Tc<2dt may require smaller dt
Runoff = 3.76 cfs @ 12.03 hrs, Volume= 0.705 af, Depth= 0.06"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-120.00 hrs, di. 0.10 hrs
Type ii 24-hr Rainfall=1.00"
Area (ac) CN Descriotion
145.040 78
145.040 Pervious Area
Tc Length Slope Velocity Capacity Description
min feet f /ft ft/sec cfs
5.0 Direct Entry,
•
E

• 82001 Spicer Lake Type 1124-hr Rainfaff= f.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
IHdroCADO 8.00 s/n 003998 ® 2006 HydroCAD Software Solutions LLC 7/3112009
Pond 1 P: Spicer Lake
Inflow Area = 145.040 ac, Inflow Depth = 0.06"
Inflow = 3,76 cfs @ 12.03 hrs, Volume= 0.705 of
Outflow = 0.00 cfs @ 24.20 hrs, Volume= 0.034 af, Atten= 100%, Lag= 730.2 min
Primary = 0.00 cfs @ 24.20 hrs, Volume. 0.034 of
Routing by Stor-Ind method, Time Span= 5.00-120.00 hrs, dt= 0.10 hrs
Peak Elev= 17.03' @ 24.20 hrs Surf.Area= 1,203,529 st Storage= 30,594 cf
Plug -Flow detention time- 3,339.6 min calculated for 0.034 at (50% of inflow)
Center -of -Mass del. time= 3,082.0 min ( 4,062.6 - 980.6 )
Volume Invert Av_ail.Storage Storage Description
#1 17.00' 3,770,642 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
feel s -tt cubic -feet cubic -feet
17.00 1,202,610 0 0
18.00 1,238,741 1,220, 676 1,220,676
19.00 1,274.959 1,256,850 2,477,526
20.00 1,311,273 1,293.116 3,770,642
Device Routing Invert Outlet Devices
#1 Primary 17.00' 24.0" x 322.0' long Culvert
RCP, end -section conforming to fill, Ke= 0.500
Outlet Invert= 8.00' S= 0.0280 '' Cc- 0.900 n= 0.013
#2 Device 1 17.09 6.2" Vert. Orifice/Grate C= 0.600
#3 Device 1 18,00' 14.00' W x 4.00' H Vert. OrificefGrate X 4.00 C= 0.600
Primary OutFlow Max=0,00 cfs @ 24.20 hrs HW=17.03' (Free Discharge)
t -cutvert (Passes 0,00 cfs of 0.00 cfs potential flow)
2=0ritice/Grate (Orifice Controls 0.00 cfs @ 0.54 fps)
3--Orifice/Grate ( Controls 0.00 cfs)
s

82001 Spioer Lake Type /I24-hr Rainfall=1.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 sln 003998 ® 2006 H droCAD Software Solutions LLC7131/2009
Hydrograph for Pond 1 P: Spicer Lake
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
5.00
0.00
0
17.00
0,00
5.50
0.00
0
17.00
0.00
6.00
0.00
0
17.00
0.00
6.50
0.00
0
17.00
0.00
7.00
0.00
0
17.00
0.00
7.50
0.00
0
17.00
0.00
8.00
0.00
0
17.00
0.00
8.50
0.00
0
17.00
0.00
9.00
0.00
0
17.00
0.00
9.50
0.00
0
17.00
0.00
10.00
0.00
0
17.00
0.00
10.50
0.00
0
17.00
0.00
11.00
0.00
0
17.00
0.00
11.50
0.00
0
17.00
0.00
12.00
3.56
672
17M
0.00
12.50
1.62
4.698
17.00
0.00
13.00
1.23
7,171
17.01
0.00
13.50
1.05
9,214
17.01
0.00
14.00
0.89
10,954
17.01
0.00
14.50
0.83
12,490
17.01
0.00
15.00
0.79
13.948
17.01
0.00
15.50
0.7�
15,308
17,01
0.00
16.00
0.66
16,550
17.01
0.00
16.50
0.63
17,697
17.01
0.00
17.00
0,61
18,808
17.02
0.00
17.50
0.59
19,882
17.02
0.00
18-00
0,56
20,912
17.02
0.00
18.50
0.53
21,895
17.02
0.00
19.00
0.50
22,825
17.02
0.00
19.50
0.47
23,698
17.02
0.00
20.00
0.44
24,511
17.02
0.00
20.50
0.43
25.282
17.02
0.00
2t.00
0.43
26,047
17.02
0.00
21.50
0.42
26,806
17.02
0.00
22.00
0.42
27.559
17.02
0.00
22.50
0.42
28,306
17.02
0.00
23.00
0.41
29,044
17.02
0.00
23.50
0.41
29,775
17.02
0.00
24.00
0.39
30,495
17.03
0.00
24.50
0.00
30,602
17.03
0.00
25.00
0.00
30,595
17.03
0.00
25.50
0.00
30,587
17.03
0.00
26.00
0.00
30,580
17.03
0.00
26.50
0.00
30,573
17,03
0.00
27.00
0.00
30,566
17.03
0.00
27.50
0.00
30,556
17.03
0.00
28,00
0.00
30,551
17.03
0.00
28.50
0.00
30,544
17.03
0.00
29.00
0.00
30.537
17.03
0.00
29.50
0.00
30.529
17.03
0.00
30.00
0.00
30,522
17.03
0.00
30.50
0.00
30,515
17.03
0,00

82001 Spicer Lake Type 1124-hr Rainfall=1.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
Hydrograph for Pond 1 P: Spicer Lake (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
;cubic -feel)
(feet)
(CIS)
31.00
0.00
30.508
17.03
0.00
31.50
0.00
30,501
17.03
0.00
32.00
0.00
30,493
17,03
0.00
32.50
0.00
30,486
17.03
0,00
33.00
0,00
30,479
17.03
O.DO
33.50
0.00
30,472
17.03
0.00
34.00
0.00
30,464
17.03
0.00
34.50
0.00
30,457
17.03
0.00
35.00
0.00
30,450
17.03
0.00
35.50
0.00
30,443
17.03
0.00
36.00
0.00
30,436
17.03
0.00
36.50
0.00
30,428
17.03
MO
37.00
0.00
30,421
17.03
0.00
37.50
0.00
30,414
17.03
0.00
38.00
0.00
30,407
17.03
0.00
38.50
0.00
30.400
17.03
0.00
39.00
0.00
30,392
17.03
0.00
39.50
0.00
30,385
17.03
0.00
40.00
0.00
30,378
17.03
0.00
40.50
0.00
30,371
17.03
0.00
.
41.00
0.00
30,364
17.03
0.00
41.50
0.00
30,356
17.03
0.00
42.00
0.00
30,349
17.03
0.00
42.50
0.00
30.342
17.03
0.00
43.00
0.00
30,335
17.03
0.00
43.50
0.00
30,329
17.03
0,00
44.00
0.00
30,320
17.03
0.00
44.50
0.00
30,313
17.03
0.00
45.00
0.00
30,306
17.03
0.00
45.50
0.00
30,299
17.03
0.00
46.00
0.00
30,292
17.03
0.00
46.50
0.00
30,285
17.03
0,00
47.00
0.00
30.277
17.03
0.00
47.50
0.00
30.270
17.03
0.00
48.00
0.00
30,263
17.03
0.00
48.50
0.00
30,256
17.03
0.00
49.00
0.00
30,249
17.03
0.00
49.50
0.00
30,242
17.03
0.00
50.00
0.00
30,234
17.03
0.00
50.50
0.00
30,227
17.03
0.00
51.00
0.00
30,220
17.03
0.00
51.50
0.00
30,213
17.03
0.00
52.00
0.00
30,206
17.03
0.00
52.50
0.00
30,199
17.03
0.00
53.00
0.00
30,192
17.03
0.00
53.50
O.DO
30,184
17.03
0.00
54.00
0.00
30,177
17.03
0.00
54.50
0.00
30.170
17.03
0.00
55.00
0.00
30.163
17.03
0.00
55.50
0.00
30,156
17.03
0.00
56.00
56.50
0.00
0.00
30,149
30,142
17.03
17.03
0.00
0.00

82001 Spicer Lake Type 1/ 24-hr Rainfall=1.o0"
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCM 8.00 sln 003998 ® 2006 HydroCAD Software Solutions LLC 7i3112009
Hydrograph for Pond 1 P: Spicer Lake (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
WS)
(cubic -feet)
(feet)
(ctsj
57.00
0.00
30,134
17.03
0.00
57.50
0.00
30,127
17.03
0.00
58.00
0.00
30,120
17.03
0.00
58.50
0.00
30,113
17.03
0.00
59.00
0.00
30,106
17.03
0.00
59.50
0.00
30,099
17.03
0.00
60.00
0.00
30,092
17.03
0.00
60.50
0.00
30,084
17.02
0.00
61.00
0.00
30,077
17.02
0.00
61.50
0.00
30,070
17.02
0.00
62.00
0.00
30,063
17.02
0.00
62.50
0.00
30,056
17.02
0.00
63.00
0.00
30.049
17.02
0.00
63.50
0.00
30,042
17.02
0.00
64.00
0.00
30.035
17.02
0.00
64.50
0.00
30,028
17.02
0.00
65.00
0,00
30,020
17.02
0.00
65.50
0.00
30,013
17.02
0.00
66,00
0.0D
30,006
17.02
0.00
66.50
0.00
29,999
17.02
0.00
67.00
0.00
29.992
17.02
0.00
67.50
0.00
29.985
17.02
0.00
68.00
0.00
29,978
17.02
0.00
68.50
0.00
29,971
17.02
0.00
69.00
0.00
29,964
17.02
0.00
69.50
0.00
29,956
17.02
0.00
70.00
0.00
29,949
17.02
0.00
70.50
0.00
29,942
17.02
0.00
71.00
0.00
29,935
17.02
0.00
71.50
0.00
29,928
17.02
0.00
72.00
0.00
29,921
17.02
0.00
72.50
0.00
29,914
17.02
0.00
73.00
0.00
29,907
17.02
0.00
73.50
0.00
29,900
17.02
0.00
74,00
0.00
29.893
17.02
0.00
74.50
0.00
29,886
17.02
0.00
75.00
0.00
29,879
17.02
0.00
75.50
0.00
29,871
17.02
0.00
76.00
0.00
29.864
17.02
0.00
76.50
0.00
29,857
17.02
0.00
77.00
0.00
29,850
17.02
0.00
77.50
0.00
29.843
17.02
0.00
78.00
0.00
29,836
17.02
0.00
78.50
0.00
29,829
17.02
0.00
79.00
0.00
29,822
17.02
0.00
79.50
0.00
29,815
17.02
0.00
80.00
0.00
29,808
17.02
0.00
80.50
0.00
29,801
17.02
0.00
81.00
0.00
29,794
17.02
0.00
81.50
0.00
29,787
17.02
0,00
82.00
82.50
0.00
0.00
29,780
29,773
17.02
17.02
0.00
0.00

• 82001 Spicer Lake Type 1124-hr Rainfall- 1. 00'
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADM 8.00 s/n 003998 © 2006 N droCAD Software Solutions LLC 31 /2009
Hydrograph for Pond t P: Spicer Lake (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
Sleet)
(cfs)
83.00
0.00
29,766
17.02
0.00
83.50
0.00
29,759
17.02
0.00
84.00
0.00
29,751
17.02
0.00
84.50
0.00
29,744
17.02
0.00
85.00
0.00
29,737
17.02
0.00
85.50
0.00
29,730
17.02
0.00
86.00
0.00
29,723
17.02
0.00
86.50
0.00
29.716
17.02
0.00
87.00
0.00
29,709
17.02
0.00
87.50
0,00
29,702
17.02
0.00
88.00
0.00
29,695
17.02
0.00
88.50
0.00
29,688
17.02
0.00
89.00
0.00
29,681
17.02
0.00
89.50
0.00
29,674
17.02
0.00
90.00
0.00
29,667
17.02
0.00
90.50
0.00
29,660
17.02
0.00
91.00
0.00
29,653
17.02
0.00
91.50
0.00
29,646
17.02
0.00
92.00
0.00
29,639
17.02
0.00
92.50
0.00
29,632
17.02
0.00
93.00
0.00
29,625
17.02
0.00
93.50
0.00
29,618
17.02
0.00
94.00
0.00
29,611
17.02
0.00
94.50
0.00
29,604
17.02
0.00
95.00
0.00
29,597
17.02
0.00
96.50
0.00
29,590
17.02
0.00
9&00
0.00
29,583
17.02
0.00
96.50
0.00
29,576
17.02
0.00
97.00
0.00
29,569
17.02
0.00
97.50
0.00
29,562
17.02
0.00
98.00
0.00
29,555
17.02
0.00
98.50
0.00
29,548
17.02
0.00
99.00
0.00
29,541
17.02
0.00
99.50
0.00
29,534
17.02
0.00
100.00
0.00
29.527
17.02
0.00
100.50
0.00
29,520
17.02
0.00
101.00
0.00
29,513
17.02
0.00
101.50
0.00
29,506
17.02
0.00
102.00
0.00
29,499
17.02
0.00
102.50
0.00
29,492
17.02
0.00
103.00
0.00
29,485
17.02
0.00
103.50
0.00
29,478
17.02
0.00
104.00
0.00
29,471
17.02
0.00
104.50
0.00
29,464
17.02
0.00
105.00
0.00
29.457
17.02
0.00
105.50
0.00
29,450
17.02
0.00
106.00
0.00
29,443
17.02
0.00
106.50
0.00
29,436
17.02
0.00
107.00
0.00
29,429
17.02
0.00
107.50
0.00
29,422
17,02
0.00
108.00
0.00
29.415
17.02
0.00
108.50
.
0.00
29,408
17.02
0.00

82001 Spicer Lake Type 1124-hr Rainfall=1,00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
hydroGAD® 8.00 s/n 003998 ® 2006 HVdroGAD Software Solutions LLC 7/31/2009
Hydrograph for Pond 1 P: Spicer Lake (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(CIS)
(cubic -feet)
(feet]
(CIS)
109.00
0.00
29,401
17.02
0.00
109.50
0.00
29,394
17.02
0.00
110.00
0.00
29,387
17.02
0.00
110.50
0.00
29,380
17.02
0.00
111.00
0.00
29,373
17.02
0.00
111.50
0.00
29,367
17.02
0.00
112.00
0.00
29,360
17.02
0.00
112.50
0.00
29,353
17.02
0.00
113.00
0.00
29,346
17.02
0.00
113.50
0.00
29,339
17.02
0.00
114.00
0.00
29,332
17.02
0.00
114,50
0.00
29,325
17.02
0.00
115.00
0.00
29,318
17.02
0.00
115.50
0.00
29,311
17,02
0.00
116.00
0.00
29,304
17.02
0.00
116.50
0.00
29,297
17.02
0.00
117.00
0.00
29,290
17.02
0.00
117.50
0.00
29,283
17,02
0.00
118.00
0.00
29,276
17.02
D.00
118.50
0.00
29.269
17.02
0.00
119.00
0.00
29,262
17.02
0.00
119.50
•
0.00
29,255
17.02
0.00
120,00
0.00
29,249
17.02
0.00
.J

SP4 r .�
A5-94'�$�".�
82001 Spicer Lake 25yr NC -Craven County 25-Year Duration=5 min, lnten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADO 8.00 stn 003998 O 2006 Hydro_CAD Software Solutions LLC 8/3/2009
Pond 1 P: Spicer Lake
Inflow Area = 145.040 ac, Inflow Depth = 0,48" for 25-Year event
Inflow - 699.96 cfs @ 0.10 hrs, Volume= 5.785 of
Outflow - 0.12 cfs @ 0.20 hrs, Volume= 1.031 af, Men= 100%, Lag= 6.0 min
Primary = 0.12 cfs @ 0.20 hrs, Volume= 1.031 of
Routing by Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0,10 hrs
Peak Elev= 17.21' @ 0.20 his Surf.Area= 1,210,156 sf Storage= 251,944 cf
Plug -Flow detention time= 3,390.6 min calculated for 1,031 of (18% of inflow)
Center -of -Mass det. time= 3,391.3 ruin ( 3,397.3 - 6.0 )
Volume Invert Avail.Stora a Storage Description
#1 17.00' 3,770,642 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
17.00
1,202.610
0 0
18.00
1,238,741
1,220,676 1,220,676
19,00
1,274,959
1,256,850 2,477,526
20.00
1.311,273
1,293,116 3,770,642
Device Routing
Invert
Outlet Devices
#1 Primary
17.00'
24.0" x 322.0' long Culvert
RCP, end -section conforming to fill, Ke= 0.500
Outlet Invert= 8.00' S= 0,0280 T Cc= 0.900 n= 0.013
#2 Device 1
17.00'
6.2" Vert. Orifice/Grate C= 0.600
#3 Device 1
18.D0'
14.00' W x 4.00' H Vert. Orifice/Grate X 4.00 C= 0.600
PrimaryOutFlow Max=0.12 cfs @ 0.20 hrs HW=17.21' (Free Discharge)
t r
Culvert (Passes 0.12 cfs of 0.27 cfs potential flow)
2=Orifice/Grate (Orifice Controls 0.12 cfs @ 1.56 fps)
3 OrifieeiGrate ( Controls 0.00 cfs)
0

82001 Spicer Lake 25yr NC -Craven County 25-Year Duration=5 min, Inten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCADO 8.00 sln 003998 ® 2006 Hi droCAD Software Solutions LLC 312009
Hydrograph for Pond 1 P: Spicer Lake
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(Feet)
(cfs)
0.00
0.00
0
17.00
0.00
0.50
0.00
251,816
17.21
0.12
1.00
0.00
251,593
17.21
0.12
1,50
0.00
251,370
17.21
0,12
2.00
0.00
251,148
17.21
0.12
2.50
0.00
250,926
17.21
0.12
3.00
0.00
250,704
17.21
0.12
3.50
0.00
250,483
17.21
0.12
4,00
0.00
250,262
17.21
0.12
4.50
0.00
250,042
17.21
0.12
5.00
0.00
249.821
17.21
0.12
5.50
0.00
249,602
17.21
0.12
6.00
0.00
249,382
17.21
0.12
6.50
0.00
249.163
17.21
0.12
7.00
0.00
248,945
17.21
0.12
7.50
0.00
248,726
17.21
0.12
8.00
0.00
248,508
17.21
0.12
8.50
0.00
248.291
17.21
0.12
9.00
0.00
248.074
17.21
0.12
9.50
0.00
247.857
17.21
0.12
10.00
0.00
247.640
17,21
0.12
• 10.50
0.00
247.424
17.21
0.12
11.00
0.00
247,209
17.20
0.12
11.50
0.00
246,993
17.20
0.12
12,00
0.00
246,778
17.20
0.12
12,50
0.00
246,564
17.20
0.12
13.00
0.00
246.349
17.20
0.12
13,50
0.00
246,136
17.20
0.12
14,00
0.00
245,922
17.20
0.12
14.50
0.00
245,709
17.20
0.12
15.00
0.00
245,496
17.20
0.12
15.50
0.00
245,284
17.20
0.12
16.00
0.00
245,072
17.20
0.12
16,50
0.00
244.860
17.20
0.12
17.00
0.00
244,649
17,20
0.12
17.50
0.00
244,438
17.20
0.12
18,00
0.00
244,227
17.20
0.12
18.50
0.00
244.017
17.20
0.12
19.00
0.00
243,807
17.20
0.12
19.50
0.00
243,597
17.20
0.12
20,00
0.00
243,388
17.20
0.12
20.50
0.00
243,179
17.20
0.12
21.00
0.00
242.970
17.20
0.12
21.50
0.00
242.762
17.20
0.12
22.00
0.00
242,555
17.20
0.12
22.50
0.00
242.347
17.20
0,12
23.00
0.00
242,140
17.20
0.11
23.60
0.00
241,933
17.20
0.11
24.00
0.00
241,727
17.20
0.11
® 24.50
0.00
241.521
17,20
0.11
25.00
0.00
241,315
17.20
0.11
25.50
0.00
241,110
17.20
0.11

82001 Spicer Lake 25yr
NC -Craven County 25-Year Duration=5 min, Inten=10.14 Whr
•
Prepared by C. T. Clayton, Sr.,
P.E., Inc.
HydroCAD® 8.00 sin 003998 0 2006„HydroCAD Software Solutions LLC 8/3/2009
Hydrograph for Pond 1P: Spicer Lake (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)_
Ids)
26.00
0.00
240,905
17.20
0.11
26.50
0.00
240,700
17.20
0.11
27.00
0.00
240,495
17.20
0.11
27.50
0,00
240,291
17.20
0.11
28.00
0.00
240,087
17.20
0.11
28.50
0.00
239,884
17.20
0.11
29.00
0.00
239,680
17.20
0.11
29.50
0.00
239,477
17.20
0.11
30.00
0.00
239,274
17.20
0.11
30.50
0.00
239,072
17,20
0.11
31.00
0.00
238,870
17.20
0.11
31.50
0.00
238,668
17.20
0.11
32.00
0,00
238,466
17.20
0.11
32.50
0.00
238.265
17.20
0.11
33.00
0.00
238.064
17.20
0.11
33.50
0.00
237.863
17.20
0.11
34.00
0.00
237,662
17.20
0.11
34.50
0.00
237,462
17.20
0.11
35.00
0.00
237.262
17.20
0.11
35.50
0.00
237.063
17.20
0,11
36.00
0.00
236,863
17.20
0.11
36.50
0.00
236,664
17.20
0.11
37.00
0.00
236,465
17.20
0.11
37.50
0.00
236,267
17.20
0.11
38.00
0.00
236.069
17.20
0.11
38.50
0.00
235,871
17.20
0.11
39.00
0.00
235,673
17.20
0.11
39.50
0.00
235,476
17.20
0.11
40.00
0.00
235.279
17.20
0.11
40.50
0.00
235,082
17,19
0.11
41.00
0.00
234.885
17.19
0.11
41.50
0.00
234,689
17.19
0.11
42.00
0.00
234,493
17.19
0.11
42.50
0.00
234,297
17.19
0.11
43.00
0.00
234,102
17.19
0.11
43.50
0.00
233.906
17.19
0.11
44.00
0.00
233,712
17.19
0.11
44.50
0.00
233,517
17.19
0.11
45.00
0.00
233,323
17.19
0.11
45.50
0.00
233,129
17.19
0.11
46.00
0.00
232.935
17.19
0.11
46.50
0.00
232,741
17.19
0.11
47.00
0.00
232.548
17.19
0.11
47.50
0.00
232,355
17.19
0.11
48.00
0.00
232,162
17.19
0.11
48.50
0.00
231,970
17.19
0.11
49.00
0.00
231,778
17.19
0.11
49.50
0.00
231,686
17.19
0.11
®
50.00
50-50
0.00
0.00
231,394
231,203
17.19
17.19
0.11
0.11
51.00
0.00
231,012
17.19
0.11
51.50
0.00
230.821
17.19
0.11

82001 Spicer Lake 25yr
NC -Craven County 25-Year Duration=5 min, Inten=10.14 in/hr
• Prepared by C. T. Clayton, Sr.,
P.E., Inc.
Hi droCAD® 8.00 On 003998 © 2006 H dy roCAD_ Software Solutions LLC 8/3/2009
_ _ _
Hydrograph for Pond
1P: Spicer Lake (continued)
Time
Innow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
cfs)
52.00
0.00
230,630
17.19
0.11
52.50
0.00
230,440
17.19
0.11
53.00
0.00
230,250
17.19
0.11
53.50
0.00
230,060
17.19
0.11
54.00
0.00
229,871
17.19
0.11
54.50
0.00
229,682
17.19
0.11
55.00
0.00
229,493
17.19
0.10
55.50
0.00
229,304
17.19
0.10
56.00
0.00
229,116
17.19
0.10
56.50
0.00
228,928
17.19
0.10
57.00
0.00
228,740
17.19
0.10
57.50
0.00
228,552
17.19
0.10
58.00
0.00
228,365
17.19
0.10
58.50
0.00
228.178
17.19
0.10
59.00
0.00
227,991
17.19
0.10
59.50
0.00
227,804
17.19
0.10
60.00
0.00
227,618
17.19
0.10
60.50
0.00
227.432
17.19
0.10
61.00
0.00
227,246
WAS
0.10
61.50
0.00
227,061
17.19
0.10
62.00
0.00
226,875
17.19
0.10
62.50
0.00
226,691
17.19
0.10
63.00
0.00
226,506
17.19
0.10
63.50
0.00
226.321
17.19
0.10
64.00
0.00
226,137
17.19
0.10
64,50
0.00
225,953
17.19
0.10
65.00
0.00
225,770
17.19
0.10
65.50
0.00
225,586
17.19
0.10
66.00
0.00
225.403
17.19
0.10
66.50
0.00
225,220
17A9
0.10
67.00
0.00
225,038
17A9
0.10
67,50
0.00
224,855
17.19
0.10
68.00
0.00
224,673
17.19
0.10
68.50
0.00
224,491
17.19
0,10
69.00
0.00
224.310
17.19
0.10
69.50
0.00
224,128
17.19
0.10
70.00
0.00
223,947
17.19
0.10
70.50
0.00
223,766
17.19
0.10
71.00
0.00
223.586
17.19
0.10
71.50
0.00
223,405
17.19
0.10
72.00
0.00
223,225
17.19
0.10
72.50
0.00
223,046
17.18
0.10
73.00
0.00
222,866
17.18
0.10
73.50
0.00
222,687
17.18
0.10
74.00
0.00
222.508
17.18
0.10
74.50
0.00
222.329
17.18
0.10
76.00
0.00
222,150
17.18
0.10
75.50
0.00
221.972
17.18
0.10
76.00
0.00
221,794
17.18
0.10
76.50
0.00
221.616
17.18
0,10
77.00
0.00
221,439
17.18
0.10
77.50
0.00
221,261
17.18
0.10

. 82001 Spicer Lake 25yr NC -Craven County 25-Year Duration=5 min, lnten=10.141n/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 sin 003998 © 2006 HydroCAD Software Solutions LLC 8/3/2009
Hydrograph for Pond IP: Spicer Lake (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
{feet)
(01s)
78.00
0.00
221,084
17.18
0.10
78.50
0.00
220,907
17.18
0.10
79.00
0.00
220,731
17.18
0.10
79.50
0.00
220,555
17.18
0.10
80.00
0.00
220,379
17.18
0.10
80.50
0.00
220,203
17.18
0.10
81.00
0.00
220,027
17.18
0.10
81.50
0.00
219,852
17.18
0.10
82.00
0.00
219,677
17.18
D.10
82.50
0.00
219,502
17.18
0.10
83.00
0.00
219,328
17.18
0.10
83.50
0.00
219,153
17.18
0.10
84.00
0.00
218,979
17.18
0,10
84.50
0.00
218,805
17.18
0.10
85.00
0.00
218,632
17.18
0.10
85.50
0.00
218,458
17.18
0.10
86.00
0.00
218,285
17.18
0.10
86.50
0.00
218.113
17.18
0.10
87,00
0.00
217.940
17.18
0.10
87.50
0.00
217,768
17.18
0.10
• 88.00
0.00
217,695
17.18
0.10
88.50
0.00
217,424
17.18
0,10
89.00
0.00
217.252
17.18
0.10
89.50
0.00
217,081
17.18
0.10
90.00
0.00
216,910
17.18
0.10
90.50
0.00
216,739
17.18
0.09
91.00
0.00
216,568
17.18
0.09
91.50
0.00
216,398
17,18
0.09
92.00
0.00
216.227
17.18
0.09
92.50
0.00
216,057
17.18
0.09
93,00
0.00
215.888
17.18
0.09
93.50
0.00
215,718
17.18
0.09
94.00
0.00
215.549
17.18
0.09
94.50
0.00
216,380
17.18
0.09
95.00
0.00
215,211
17,18
0.09
95.50
0.00
215,043
17.18
0.09
96.00
0.00
214,875
17.18
0.09
96.50
0.00
214,707
17.18
0.09
97.00
0.00
214,539
17.18
0.09
97.50
0.00
214,371
17.18
0.09
98.00
0.00
214,204
17.18
0.09
98.50
0.00
214,037
17.18
0.09
99,00
0.00
213,870
17.18
0.09
99.50
0.00
213.704
17.18
0.09
100.00
0.00
213,537
17.18
0.09
100.50
0.00
213,371
17,18
0.09
101.00
0.00
213,205
17.18
0.09
101.50
0.00
213,039
17.18
0.09
102.00
0,00
212.874
17.18
0.09
102.50
0.00
212,709
17.18
0.09
103.00
0.00
212,544
17.18
0.09
103.50
0.00
212,379
17.18
0.09

82001 Spicer Lake 25yr NC -Craven County 25-Year Duration=5 min, Inten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 s1n 003998 ® 2006 HdroCAD Software Solutions LLC 8/3/2009
Hydrograph for Pond 1P: Spitzer Lake (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
104,00
0.00
212,215
17.18
0.09
104.50
0.00
212,050
17.18
0.09
105.00
0.00
211,886
17.18
0.09
105.50
0.00
211,723
17.18
0.09
106.00
0.00
21l,559
17.18
0.09
106.50
0.00
211.396
17.18
0.09
107,00
0.00
211.233
17.18
0.09
107.50
0.00
211.070
17.18
0.09
108.00
0.00
210,907
17.17
0.09
108.50
0.00
210,745
17.17
0.09
109.00
0.00
210,582
17.17
0.09
109.50
0.00
210,421
17.17
0.09
110.00
0.00
210,259
17.17
0.09
110.50
0.00
210,097
17.17
0.09
111.00
0.00
209,936
17,17
0.09
111.50
0.00
209,775
17.17
0.09
112.00
0.00
209,614
17.17
0.09
112.50
0.00
209,454
17A 7
0.09
113.00
0.00
209,293
17.17
0.09
113.50
0.00
209,133
17.17
0.09
114.00
0.00
208,973
17.17
0.09
114.50
0.00
208,813
17.17
0.09
115.00
0.00
208,654
17.17
0.09
115.50
0,00
208,495
17.17
0.09
116.00
0.00
208,336
17.17
0.09
116.50
0.00
208,177
17,17
0.09
117.00
0.00
208,018
17.17
0.09
117.50
0.00
207,860
17.17
0.09
118.00
0.00
207,702
17.17
0.09
118.50
0.00
207.544
17 A 7
0.09
119.00
0.00
207.388
17,17
0.09
119.50
0.00
207.229
17.17
0.09
120.00
0.00
207,072
17.17
0.09
40

r �
U
Katydid Loop
WET DETENTION POND
RECALCULATIONS
for
SUMMERHOUSE ON EVERETT BAY
CTC PN#: 82002
Date: 07/31 /09
u
�I

s
sM1,gi��lae99Pa�¢il+e
♦le
,r' 4 �w•T�J•yJ� � f,'
r dcvA
J
•

KatydidLoop- SA, Vol, & Dewater
Wet Detention Pond Sizing
Project: Summerhouse on Everett Bay
CTC PN4., 8200).
POND: KATYDID LOOP
Impervious Surface:
Impervious Area per Lot
Total
Lots 888 -896 4,500
40.500
897 -926 3,200
96,000
937 -952 4,500
72,000
208,500 sf
Gravel Construction Area
69,000 sf
Roads, Driveways, Sidewalks, Roofs
201,247 sf
Water
90,604 st
360,851 sf
Total
569,361 sf
13.07 acres
13.07 acres impervious surface divided by
19.48 acres total
• 67.1% impervious surface
Permanent Pool Volume Provided:
Average Pond Depth: 3.4 ft
From NCDENR 5tormwater Best Management Practices:
90% TSS removal for 3.5' deep pond: SAIDA = 6.70%
6.70% X 19.49478 acres total =
81,122 sf surface area provided.
s
Reauired Volume:
Rv = 0.05 f
= 0.65 in/in
Volume = 1 " rainfall X
1.06 acre-ft
46,238 cu ft
Temp. Pool Volume: 85,803 cu ft provided
279,078 of
848757 total DA
1.31 acres
56,867 square feet
67%
0.65 in/in X 0.08333333 Win X 19.48 acres
Depth Check: 46,238
+ 56.967
= 0.81309091 OK
P:182 Summerhouse182002 Spicer Lake Recalculation109 0731 SubmittallWet Pond Sizing and Dewatering 09
0712.xis Page 1 of 2

KatydidLoop- SA, Vol, & Dewater
Wet Detention Pond Sizing
Project: Summerhouse on Everett Bay
CTC PN#: 82001
Sizina Dewaterino Orifice:
1) Average Required
2-day Drawdown
Q(2days) = 46,238 cf 1(2days) (24hrslday) (60minlhr) (60sec/min)
0.26758 cfs
5-day Drawdown
Q(5days) = 46,238 cf / 5days) (24hrs/day) (60min/hr) (60sectmin)
= 0.107032 cfs
2) Orifice size
Orifice formula : A = Q1(Cd(2gh)�s)
Ca = 0.6
h=H/3 H= 1
g = 32.2 ft/sec2
2-day Drawdown
Area = 0.096254 sf
= 13.86061 sq in
Pipe dia = 4.202004 in
5-day Drawdown
Area = 0.038502 sf
= 5.544246 sq in
Pipe dia = 2.65758 in
Use 3.00 in. orifice.
P:182 Summerhouse182002 Spicer Lake RecalcuMon109 0731 SubmittaMet Pond Sizing and Dewatering 09
0712.As Page 2 of 2

R W ;r%
82001 Katydid Pond Type 1! 24-hr Rainfall= 1, 00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 s/n 003998 © 2006 HydroCAD Software Solutions LLC 7/30/2009
Subcatchment 4S: Runoff
[461 Hint: Tc=O (Instant runoff peak depends on dt)
Runoff = 3.84 cfs @ 11.91 hrs, Volume= 0.218 af, Depth= 0.13"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-120.00 hrs, dt= 0.10 hrs
Type it 24-hr Rainfall=1.00"
Area (ac) CN Description
19.840 83 ^
19.840 Pervious Area
•
e

82001 Katydid Pond Type It 24-hr Rainfall= 1. 00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAM 8.00 s/n 003998 ® 2006 H droCAD Software Solutions LLC 7 30/2009
Pond 1 P: Katydid Pond
Inflow Area = 19.840 ac, Inflow Depth = 0.13"
Inflow =
3.84 cfs @
11.91 hrs, Vol ume=
0.218 of
Outflow =
0,02 cfs @
24.05 hrs, Volume=
0.117 af, Atten= 99%, Lag= 728.3 min
Primary -
0.02 cfs @
24.05 hrs, Volume=
0,117 of
Routing by Stor-Ind method, Time Span= 5.00-120.00 hrs, dt= 0.10 hrs
Peak Elev= 17.11'
@ 24.05 hrs
Surf.Area= 82,138 sf
Storage= 8,858 cf
Plug -Flow detention time= 2,664.6 rain calculated for 0.117 of (54% of inflow)
Center -of -Mass det. time= 2,502.0 min ( 3,413.2 - 911.2 )
Volume Invert
Avail.Storage Storage Description
#1 17.00'
284,759 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
1nc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
17.00
81,122
0 0
18.00
90,483
85,603 85,803
19.00
98,953
94,718 180,521
20.00 109,524
104,239 284,759
Device RoutinA
Invert
Outlet Devices
#1 Primary
17.00'
12.0" x 814.0' long Culvert
RCP, end -section conforming to fill, Ke= 0.500
Outlet Invert= 14.00' S= 0.0037 ? Cc= 0.900 n= 0.013
#2 Device 1
17.09
3.0" Vert. Orifice/Grate C- 0.600
#3 Device 1
18,00'
14,00' W x 4.00' H Vert. Orifice/Grate X 4.00 C= 0.600
PrimaryOufFlow Max=0.02 cfs @ 24.05 hrs HW=17.11' (Free Discharge)
t—I=Culvert (Passes 0.02 cfs of 0.03 cfs potential flow)
t2=Orifice/Grate (Orifice Controls 0.02 cfs @ 1.12 fps)
3=06fice/Grate ( Controls 0.00 cfs)
n

82001 Katydid Pond
Type It 24-hr Rainfall= 1, 00"
Prepared by C. T. Clayton, Sr.,
P.E., Inc.
H droCAD® 8.00 s/n 003998 © 2006 H droCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1 P: Katydid Pond
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs) (cublc-feet)
(feet)
(cfs)
5.00
0.00
0
17.00
0.00
5.50
0.00
0
17.00
0.00
6.00
0.00
0
17.00
0.00
6.50
0.00
0
17,00
0.00
7.00
0.00
0
17.00
0.00
7.50
0.00
0
17.00
0.00
8.00
0.00
0
17.00
0.00
8.50
0.00
0
17.00
0.00
9.00
0.00
0
17.00
0.00
9.50
0,00
0
17.00
0.00
10.00
0.00
0
17.00
0.00
10.50
0.00
0
17.00
0.00
11.00
0.00
0
17.00
0.00
11.50
0.00
0
17.00
0.00
12.00
1.55
1,877
17.02
0.00
12.50
0.46
3,202
17.04
0.00
13.00
0.34
3,907
17.05
0.01
13.50
0.28
4.453
17.05
0.01
14.00
0.23
4,893
17.06
0.01
14.50
0.21
5,272
17.06
0.01
15.00
0.19
5,620
17,07
0.01
15.50
0.18
5,933
17.07
0.01
16.00
0.18
6,210
17.08
0.01
16.50
0.15
6,461
17.08
0.01
17.00
0.14
6,700
17.08
0.01
17.50
0.14
6,925
17.08
0.02
18.00
0.13
7,136
17.09
0.02
18.50
0.12
7,333
17.09
0.02
19.00
0.11
7,514
17.09
0.02
19.50
0.11
7,681
17.09
0.02
20.00
0.10
7,631
17.10
0.02
20.50
0.10
7,971
17A0
0.02
21.00
0.10
8,109
17.10
0.02
21.50
0.09
8,244
17.10
0.02
22.00
0.09
8,375
17.10
0.02
22.50
0.09
8,503
17.10
0.02
23.00
0.09
8,627
17.11
0.02
23.50
0.09
8,748
17.11
0.02
24.00
0.04
8,858
17.11
0.02
24.50
0.00
8,824
17.11
0.02
25.00
0.00
8,782
17.11
0.02
25.50
0100
8,741
17.11
0.02
26.00
0.00
8,701
17.11
0.02
26.50
0.00
8,661
17.11
0.02
27.00
0.00
8,621
17.11
0.02
27.50
0.00
8,581
17.11
0.02
28.00
0.00
8,542
17.10
0.02
28.50
0.00
8,503
17.10
0.02
29.00
29.50
0.00
0.00
8,465
8,426
17.10
17.10
0.02
0.02
30.00
0.00
8.389
17.10
0.02
30.50
0.00
8,351
17.10
0.02

82001 Katydid Pond Type 1124-hr Rainfal1=1.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADS 8.00 sln 003998 ® 2006 HYdtoCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1 P. Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(CIS)
(cubic -feet)
(feed
(cfs)
31.00
0.00
8,314
17.10
0.02
31.50
0.00
8,277
17.10
0.02
32.00
0,00
8,241
17.10
0.02
32.50
0,00
8,205
17.10
0.02
33.00
0.00
8,169
17.10
0.02
33.50
0.00
8,133
17.10
0.02
34.00
0.00
8,098
17.10
0.02
34.50
0.00
8,063
17.10
0.02
35.00
0,00
8,028
17AO
0.02
35.50
0.00
7,994
17.10
0.02
36.00
0.00
7,969
17.10
0.02
36.50
0.00
7.925
17.10
0.02
37.00
0.00
7.891
17.10
0.02
37.50
0.00
7,857
17,10
0.02
38.00
0,00
7,824
17.10
0.02
38.50
0.00
7,791
17.10
0.02
39.00
0.00
7,758
17.10
0.02
39.50
0.00
7,725
17.09
0.02
40.00
0.00
7,692
17.09
0.02
40.50
0.00
7,660
17.09
0.02
41.00
0.00
7,627
17.09
0.02
41.50
0.00
7,595
17.09
0.02
42.00
0.00
7.563
17.09
0.02
42.50
0.00
7,532
17.09
0.02
43.00
0.00
7,500
17.09
0.02
43.50
0.00
7,469
17,09
0.02
44,00
0.00
7,438
17.09
0.02
44.50
0,00
7,407
17.09
0.02
45.00
0.00
7,376
17.09
0.02
45.50
0.00
7,346
17.09
0.02
46.00
0.00
7,316
17.09
0.02
46.50
0.00
7,286
17,09
0.02
47.00
0.00
7,256
17.09
0.02
47.50
0.00
7,226
17,09
0.02
48.00
0.00
7,196
17,09
0.02
48.50
0.00
7, i 67
17.09
0.02
49.00
0.00
7,138
17.09
0.02
49.50
0.00
7,109
17.09
0.02
50.00
0.00
7,080
17.09
0.02
50.50
0.00
7,052
17.09
0,02
51.00
0,00
7,023
17.09
0.02
51.50
0.00
6,995
17,09
0.02
52.00
0.00
6,967
17.09
0.02
52.50
0.00
6,939
17,09
0.02
53.00
0.00
6,911
17.08
0.02
53.50
0.00
6,884
17.08
0.02
54.00
0.00
6,856
17.08
0.02
54.50
0.00
6,829
17.08
0.02
55.00
55,50
0.00
0.00
6,802
6,775
17.08
17.08
0.01
0.01
56.00
0.00
6,749
17.08
0.01
56.50
0.00
6,722
17.08
0.01

82001 Katydid Pond Type 1124-hr Rainfall=7.00"
Prepared byC. T. Clayton, Sr., P.E., Inc.
HdroCAD® 8.00 s!n 003998 O 2006 HydroCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond IIP: Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
hours)
(cfs)
(cubic -feed
(feet)
(c(s)
57.00
0.00
6,696
17.08
0.01
57.50
0.00
6.670
17.08
0.01
58.00
0.00
6,644
17.08
0.01
58.50
0.00
6,618
17.08
0.01
59.00
0.00
6.592
17.08
0.01
59.50
0.00
6,567
17.08
0.01
60.00
0.00
6,541
17.08
0.01
60.50
0.00
6,516
17.08
0.01
61.00
0.00
6,491
17.08
0.01
61.50
0.00
6,466
17.08
0.01
62.00
0.00
6,442
17.08
0.01
62.50
0.00
6,417
17.08
0.01
63.00
0.00
6,393
17.08
0.01
63.50
0.00
6,368
17.08
0.01
64.00
0.00
6,344
17.08
0.01
64,50
0.00
6,320
17.08
0.01
65.00
0.00
6,296
17.08
0.01
65.60
0.00
61273
17.08
0.01
66.00
0.00
6.249
17.08
0.01
66.50
0.00
6,226
17.08
0.01
67.00
0.00
5,203
17.08
0.01
67.50
0.00
6,180
17.08
0.01
68.00
0.00
6.157
17.08
0.01
68.50
0.00
6,134
17.08
0.01
69.00
0.00
6,111
17.07
0.01
69.50
0.00
6,089
17.07
0.01
70.00
0.00
6,067
17.07
0.01
70.50
0.00
6,044
17.07
0.01
71.00
0.00
6,022
17.07
0.01
71.50
0,00
6.001
17.07
0.01
72.00
0.00
5,979
17.07
0.01
72.50
0.00
5,957
17.07
0.01
73.00
0.00
5,936
17,07
0.01
73.50
0.00
5,914
17.07
0.01
74.00
0.00
5,893
V.07
0.01
74.50
0.00
5,872
17.07
0.01
75.00
0.00
5.851
17.07
0.01
75.50
0.00
5,830
17.07
0.01
76.00
0.00
5,809
17.07
0.01
76.50
0.00
5,789
17.07
0.01
77.00
0.00
5,768
17.07
0.01
77.50
0.00
5,748
17.07
0.01
78.00
0.00
5,728
17.07
0.01
78.50
0.00
5,708
17.07
0.01
79.00
0.00
5,688
17.07
0.01
79.50
0.00
5,668
17.07
0.01
80.00
0.00
5,649
17.07
0.01
80.50
0.00
5,629
17.07
0.01
81.00
81.50
0.00
0.00
5.610
5,590
17.07
17.07
0.01
0.01
82.00
0.00
5,571
17.07
0.01
82.50
0.00
5,552
17.07
0.01

82001 Katydid Pond Type H 24-hr Rainfall=1.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADO 8.00 s!n 003998 © 2006 HydroCAD Software Solutions LLC _ 7/30/2009
Hydrograph for Pond 1P: Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
hours
cis
cubic -feet
feet
cfs
83-00
0.00
5,533
17-07
0.01
83.50
0.00
5,514
17.07
0.01
84.00
0.00
5,496
17.07
0.01
84.50
0.00
5,477
17.07
0.01
85.00
0.00
5,459
17.07
0.01
85.50
0.00
5,440
17.07
0.01
86.00
0,00
5,422
17.07
0.01
86.50
0.00
5,404
17.07
0.01
87.00
0.00
5,386
17.07
0.01
87.50
0.00
5,368
17.07
0.01
88.00
0.00
5,350
17.07
0.01
88.50
0.00
5,333
17.07
0.01
89.00
0.00
5.315
17.07
0.01
89.50
0.00
5,298
17,07
0.01
90.00
0.00
5.280
17.06
0.01
90.50
0.00
5.263
17.06
0.01
91.00
0.00
5,246
17,06
0.01
91.50
0.00
5,229
17,06
0.01
92.00
0.00
5,212
17.06
0.01
92.50
0.00
5,195
17.06
0.01
93.00
0.00
5,179
17.06
0.01
93.50
0.00
5,162
17.06
0.01
94.00
0.00
5,146
17.06
0.01
94.50
0.00
5,129
17.06
0.01
95.00
0.00
5,113
17.06
0.01
95.50
0.00
5,097
17.06
0.01
96.00
0.00
5.081
17.06
0.01
96,50
0.00
5,065
17.06
0.01
97.00
0.00
5.049
17.06
0.01
97.50
0.00
5,033
17,06
0,01
98.00
0.00
51018
17.06
0.01
98.50
0.00
5,002
17.06
0.01
99.00
0.00
4.987
17.06
0.01
99.50
0.00
4,971
17.06
0.01
100.00
0.00
4,956
17.06
0.01
100.50
0.00
4,941
17.06
0.01
101.00
0.00
4.926
17.06
0.01
101.50
0.00
4,911
17.06
0.01
102.00
0.00
4,896
17.06
0.01
102.50
0.00
4,881
17.06
0.01
103.00
0.00
4,866
17.06
0.01
103.50
0.00
4,852
17.06
0.01
104.00
0.00
4,837
17.06
0.01
104.50
0.00
4,823
17.06
0.01
105.00
0.00
4,809
17.06
0.01
105.50
0.00
4,794
17.06
0.01
106.00
0.00
4,780
17.06
0.01
108.50
0.00
4,766
17.06
0.01
107.00
107.50
0.00
0.00
4,752
4,738
17.06
17.06
0.01
0.01
106.00
0.00
4,724
17.06
0.01
108.50
0.00
4.711
17.06
0.01

82001 Katydid Pond Type lI 24-hr Rainfall=1.00"-
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 sln 003998 © 2006 HydroCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond IP: Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cis)
(cubic -feet)
(feet)
(cfs)
109.00
0.00
4,697
17.06
0.01
109.50
0.00
4,684
17.06
0.01
110.00
0.00'
4.670
17.06
0.01
110.50
0.00
4.657
17.06
0.01
111.00
0.00
4,644
17.06
0.01
111.50
0.00
4,630
17,06
0.01
112.00
0.00
4,617
17.06
0.01
112.50
0.00
4,604
17.06
0.01
113.00
0.00
4,591
17.06
0.01
113.50
0.00
4.578
17.06
0.01
114.00
0.00
4,566
17.06
0.01
114.50
0.00
4,553
17.06
0.01
115.00
0.00
4,540
17.06
0.01
115.50
0,00
4,528
17,06
0.01
116.00
0.00
4,515
17.06
0.01
116.50
0.00
4,503
17.06
0,01
1117.00
0.00
4.491
17.06
0.01
117,50
0.00
4,478
17.06
0.01
118.00
0.00
4,466
17.05
0.01
118.50
0.00
4,454
17.05
0.01
119.00
0.00
4,442
17.05
0.01
119.50
0.00
4,430
17.05
0.01
120.00
0.00
4,418
-17.05
0.01
•

• 82001 Katydid Pond NC -Holly Ridge 25-Year Duration=5 min, lnfen=10.44 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADS 8.00 sin 003998 ©2006_HydroCAD Software Solutions LLC 7/30/2009
Pond 1 P, Katydid Pond
Inflow Area = 19.840 ac, Inflow Depth = 0.73" for 25-Year event
Inflow = 146.20 cfs @ 0.00 hrs, Volume= 1.208 of
Outflow - 0.17 cfs @ 0.10 hrs, Volume= 0.960 af, Atten= 100%, Lag= 6.0 min
Primary - 0.17 cfs @ 0.10 hrs, Volume= 0.960 of
Routing by Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.10 hrs
Peak Elev= 17.63' @ 0.10 hrs Surf.Area= 86,976 sf Storage= 52,561 of
Plug -Flow detention time= 4,841.6 min calculated for 0.356 of (29% of inflow)
Center -of -Mass det. time= (not calculated: no inflow)
Volume Invert
Avail.Storage Storage Description �^
#1 17.00'
284,759 of Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Ine.Store Cum.Store
(feet)
(sq-ft)
cubic -feet) (cubic -feet)
17.00
81,122
0 0
18.00
90,483
85,803 85,803
19.00
98,953
94,718 180,521
20.00 109,524
104,239 284,759
Device Routing
Invert
Outlet Devices
#1 Primary
17.00'
12.0" x 814.0' long Culvert.
RCP, end -section conforming to fill, Ke= 0.500
Outlet Invert= 14.00' S= 0.0037 ? Cc= 0.900 n= 0.013
#2 Device 1
17.00'
3.0" Vert. Orifee/Grate C= 0.600
#3 Device 1
18.00'
14.00' W x 4.00' H Vert. Orifice/Grate X 4.00 C= 0.600
Primary OutFlow Max=0.17 cfs @ 0.10 hrs HW=17.63' (Free Discharge)
1-1=Culvert (Passes 0.17 cfs of 0,97 cfs potential flow)
t2=OrlficedGrate (Orifice Controls 0.17 cfs @ 3.41 fps)
=OrificelGrate ( Controls 0.00 cfs)
0

82001 Katydid Pond NC -Holly Ridge 25-Year Duration=5 min, lnten=10.44 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 sln 003998 © 2006 H droCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1 P: Katydid Pond
Time
Inflow
Storage
Elevation
Primary
(hours)
(cis)
(cubic -feet)
(feet)
(C(s)
0.00
146.20
26,297
17.32
0.10
0.50
0.00
52,324
17.62
0.17
1.00
0.00
52,024
17.62
0.17
1.50
0.00
51,726
17.62
0.17
2.00
0.00
51,428
17.61
0.16
2.50
0.00
51,132
17.61
0.16
3.00
0,00
50,837
17.61
0.16
3.50
0.00
50,542
17.60
-0.16
4.00
0.00
50.249
17.60
0.16
4.50
0.00
49.957
17.60
0.16
5.00
0.00
49,666
17.69
0.16
5.50
0.00
49,375
17.59
0.16
6.00
0.00
49,086
17,59
0.16
6.50
0.00
48,798
17.58
0.16
7.00
0.00
48,511
17.58
0.16
7.50
0.00
48,225
17.58
0.16
8.00
0.00
47,941
17.57
0.16
8.50
0.00
47,657
17.57
0.16
9.00
0.00
47,374
17.57
0.16
9.50
0.00
47,092
17.56
0.16
10.00
0.00
46,811
17.56
0.16
10.50
0.00
46.532
17.56
0.16
11.00
0.00
48.253
17.55
0.15
11.50
0.00
45,975
17.55
0.15
12.00
0.00
45,699
17.55
0.15
12.50
0.00
45,423
17.54
0.15
13.00
0.00
45,149
17.54
0.15
13.50
0.00
44,876
17.54
0,15
14.00
0.00
44,603
17.53
0.15
14.50
0.00
44,332
17.53
.0.15
15.00
0.00
44,062
17.53
0.15
15.50
0.00
43,793
17.52
0.15
16.00
0.00
43,525
17.52
OA5
16.50
0.00
43.258
17.52
0.15
17.00
0.00
42.992
17.51
0.15
17.50
0.00
42,727
17.51
0.15
18.00
0.00
42,463
17.51
0.15
18.50
0.00
42,200
17.51
0.15
19.00
0.00
41,938
17.50
0.15
19.50
0.00
41,677
17.50
0.14
20.00
0.00
41,418
17.50
0.14
20.50
0.00
41.159
17.49
0.14
21.00
0.00
40.901
17.49
0.14
21.50
0.00
40.645
17.49
0.14
22.00
0.00
40,389
17.48
0.14
22.50
0.00
40,135
17.48
0.14
23.00
0.00
39,882
17.48
0.14
23.50
0.00
39,630
17.48
0,14
24.00
0.00
39.378
17.47
0.14
24.50
0.00
39,128
17.47
0.14
25.00
0.00
38.879
17.47
0.14
25.50
0.00
38,631
17.46
0.14

82001 Katydid Pond
NC -Holly Ridge 25-Year Duration=5 min, lnten=10.44 inlhr
•
Prepared by C. T.
Clayton, Sr.,
P.E., Inc.
HydroCAD® 8.00 s/n 003998 O 2006 HydroCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1P: Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfS)
(cubic -feet)
(feet)
(cfs)
26.00
0.00
38,384
17.46
0.14
26.50
0.00
38,138
17.46
0.14
27.00
0.00
37,893
17.46
0.14
27.50
0.00
37,649
17.45
0.14
28.00
0.00
37,407
17.45
0.13
28.50
0.00
37,165
17.45
0.13
29.00
0.00
36,924
17.44
0.13
29.50
0.00
36,685
17,44
0.13
30.00
0.00
36,446
17.44
0.13
30.50
0.00
36.209
17.44
0.13
31.00
0.00
35,972
17.43
0.13
31.50
0.00
35,737
17.43
0.13
32.00
0.00
35,503
17.43
0.13
32.50
0.00
35,270
17.42
0.13
33.00
0.00
35,038
17.42
0.13
33.50
0.00
34,807
17.42
0.13
34.00
0.00
34,577
17.42
0.13
34.50
0.00
34.348
17.41
0.13
35.00
0.00
34,120
17.41
0.13
35.50
0.00
33,893
17.41
0.13
36.00
0.00
33,668
17.41
0.13
36.50
0.00
33,443
17,40
0.12
37.00
0.00
33,219
17.40
0.12
37.50
0.00
32,997
17.40
0.12
38.00
0.00
32,775
17.40
0.12
38.50
0.00
32,555
17.39
0.12
39.00
0.00
32,335
17.39
0.12
39.50
0.00
32,117
17.39
0.12
40.00
0.00
31,900
17,38
0.12
40.50
0.00
31,684
17.38
0.12
41.00
0.00
31,469
17.38
0.12
41.50
0.00
31,255
17.38
0.12
42.00
0.00
31,042
17.37
0.12
42.50
0.00
30,831
17.37
0.12
43.00
0.00
30,620
17.37
0.12
43.50
0.00
30,410
17.37
0.12
44.00
0.00
30,202
17.36
0.12
44.60
0.00
29,994
17.36
0.11
45.00
0.00
29,788
17.36
0.11
45.50
0.00
29,582
17.36
0.11
46,00
0.00
29,378
17.35
0.11
46.50
0.00
29,175
17.35
0.11
47.00
0.00
28.972
17.35
0.11
47.50
0.00
28,771
17.35
0.11
48.00
0.00
28,571
17.35
0.11
48.50
0.00
28,372
17.34
0.11
49.00
0.00
28,174
17,34
0.11
49.50
0.00
27,977
17.34
0.11
50.00
0.00
27,782
17.34
0.11
50.50
0.00
27,587
17.33
0.11
51.00
0.00
27,394
17.33
0.11
51.50
0.00
27,201
17.33
0.11

•82001 Katydid Pond NC -Holly Ridge 25-Year Duration=5 min, inten=90.44 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCADO 8.00 s/n 003998 © 2006 H droCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1 P: Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
feet
(cfs)
52.00
0.00
27,010
_
17.33
0.11
52.50
0.00
26,820
17.32
0.11
53.00
0.00
26,631
17.32
0.10
53.50
0.00
26,443
17.32
0.10
S4.00
0.00
26.256
17.32
0.10
54.50
0.00
26,070
17.32
0.10
55.00
0.00
25,885
17.31
0.10
55.50
0.00
25,701
17.31
0.10
56.00
0.00
25.518
17.31
0.10
56.50
0.00
25,337
17.31
0.10
57.00
0.00
25.156
17.30
0.10
57.50
0.00
24,976
17.30
0.10
58.00
0.00
24.797
17.30
0.10
58.50
0.00
24,620
17.30
0.10
59.00
0.00
24.443
17.30
0.10
59.50
0.00
24,268
17.29
0.10
60.00
0.00
24,094
17.29
0.10
60.50
0.00
23,921
17.29
0.10
61.00
0.00
23,749
17.29
0.10
61.50
0.00
23,578
17.29
0.09
62.00
0.00
23,408
17.28
0.09
62.50
0.00
23,240
17.28
0.09
63.00
0.00
23,072
17.28
0.09
63.50
0.00
22.906
17.28
0.09
64.00
0.00
22,741
17.28
0.09
64,50
0.00
22,577
17.27
0.09
65.00
0.00
22,414
17.27
0.09
65.50
0.00
22,252
17.27
0.09
66.00
0.00
22,091
17.27
0.09
66.50
0.00
21,931
17.27
0.09
67.00
0.00
21,772
17.26
0.09
67.50
0.00
21,614
17.26
0.09
68.00
0.00
21,457
17.26
0.09
68.50
0.00
21,302
17.26
0.09
69.00
0.00
21,147
17.26
0.09
69.50
0.00
20,993
17.26
0.09
70.00
0.00
20,841
17.25
0.08
70.50
0.00
20,689
17.25
0.08
71.00
0.00
20,538
17.25
0.08
71.50
0.00
20,389
17.25
0.08
72.00
0.00
20,241
17.25
0.08
72.50
0.00
20,094
17.24
0.08
73.00
0.00
19,948
17.24
0.08
73.50
0.00
19,803
1724
0.08
74.00
0.00
19,660
17.24
0.08
74.50
0.00
19,518
17.24
0.08
75.00
0.00
19,377
17.24
0.08
75,50
0.00
19.237
17.23
0.08
76.00
76.50
0.00
0.00
19,099
18.961
17.23
17.23
0.08
0.08
77.00
0.00
18,825
17.23
0.08
77.50
0.00
18,690
17.23
0.07

82001 Katydid Pond
NC -Holly Ridge 25-Year Duration=5 min, Inten=10.44 in/hr
Prepared by C. T.
Clayton, Sr.,
P.E., Inc.
» droCAD® 8.00 sln 003998 ® 2006 tiydroCAD Software Solutions LLC 71301200
Hydrograph for Pond 1 P: Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
cubic -feet)
(feet)
(cfs)
78.00
0.00
18.556
17.23
0.07
78.50
0.00
18,423
17.22
0.07
79.00
0.00
18,291
17.22
0.07
79.50
0.00
18,160
17.22
0.07
80.00
0.00
18,031
17.22
0.07
80.50
0.00
17,902
17.22
0.07
81.00
0.00
17.775
17,22
0.07
81.50
0.00
17,649
17.21
0.07
82.00
0.00
17,523
17,21
0.07
82.50
0.00
17,399
17.21
0.07
83.00
0.00
17.276
17.21
0.07
83.50
0.00
17.154
17.21
0.07
84.00
0.00
17,033
17.21
0.07
84.50
0.00
16,913
17,21
0.07
85.00
0.00
16,794
17.20
0.07
85.50
0.00
16,675
17.20
0.07
86.00
0,00
16,558
17.20
0.06
86.50
0.00
16,442
17.20
0.06
87.00
0.00
16,327
17.20
0.06
87.50
0.00
16,213
17.20
0.06
•
88.00
0.00
16,100
17.20
0.06
88.50
0.00
15,989
17.19
0.06
89.00
0.00
15,878
17.19
0.06
89.50
0.00
15,769
17.19
0.06
90.00
0.00
15,661
17,19
0.06
90.50
0.00
15,554
17A9
0.06
91.00
0.00
15,448
17.19
0.06
91.50
0.00
15,343
17.19
0.06
92.00
0.00
15.239
17.19
0,06
92.50
0.00
15,138
17.18
0.06
93.00
0.00
15,034
17,18
0.06
93.50
0.00
14,933
17.18
0.06
94.00
0.00
14,834
17.18
0.06
94.50
0.00
14.735
17.18
0.05
95.00
0.00
14,637
17.18
0.05
95.50
0.00
14,540
17.18
0.05
96.00
0.00
14,445
17.18
0.05
96.50
0.00
14,350
17.18
0.05
97.00
0.00
14,256
17.17
0.05
97.50
0.00
14,163
17.17
0.05
98.00
0.00
14.072
17,17
0.05
98.50
0.00
13,981
17.17
0.05
99.00
0.00
13,891
17.17
0.05
99.50
0.00
13.801
17.17
0.05
100.00
0.00
13,713
17.17
0.05
100.50
0.00
13.626
17.17
0.05
101.00
0.00
13,540
17,17
0.05
101.50
0.00
13,454
17.16
0.05
.
102.00
102.50
0.00
0.00
13.369
13,286
17.16
17.16
0.05
0.05
103.00
0.00
13,203
17.16
0.05
103.50
0.00
13,121
17.16
0.05

82001 Katydid Pond NC -Holly Ridge 25-Year Duration=5 min, Inten=10.44 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 s/n 003998 it 2006 HydroCAD Software Solutions LLC - - 7/30/2009
Hydrograph for Pond 1 P: Katydid Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
104.00
0.00
13.039
17.16
0.04
104.50
0.00
12,959
17.15
0.04
105.00
0.00
12,879
17.16
0.04
105.50
0.00
12,801
17.16
0.04
106.00
0.00
12,723
17.16
0.04
106.50
0.00
12,645
17.15
0.04
107.00
0.00
12,569
17.15
0.04
107.50
0.00
12,493
17.15
0.04
108.00
0.00
12,418
17.15
0.04
108.50
0.00
12.344
17.15
0.04
109.00
0.00
12,271
17.15
0.04
109.50
0.00
12,198
17.15
0.04
110.00
0.00
12,126
17.15
0.04
110.50
0.00
12,055
17.15
0.04
111.00
0.00
11.984
17.15
0.04
111.50
0.00
11,914
17,15
0.04
112.00
0.00
11,845
17.14
0.04
112.50
0.00
11,776
17.14
0.04
113.00
0.00
11.708
17.14
0.04
• 113.50
114.00
0.00
0.00
11,641
11,574
17.14
17.14
0.04
0.04
114.50
0.00
11,507
17,14
0.04
115.00
0.00
11,442
17.14
0.04
115.50
0.00
11,376
17.14
0.04
116.00
0.00
11,312
17,14
0.04
116.50
0.00
11,248
17.14
0.04
117.00
0.00
11,185
17.14
0.04
117.50
0.00
11.122
17.14
0.03
118.00
0.00
11,060
17.14
0.03
11 B.50
0.00
10,998
17.13
0.03
119.00
0.00
10.937
17.13
0.03
119.50
0.00
10,876
17.13
0.03
120.00
0.00
10,816
17.13
0.03
0

•
Twining Rose
WET DETENTION POND
RECALCULATIONS
for
SUMMERHOUSE ON EVERETT BAY
CTC PN#: 82002
Date: 07131 /09
•
is
il

0
0
•

•
TwiningRose- SA, Vol, & Dewater
Wet Detention Pond Sizing
Project: Summerhouse on Everett Bay
CTC PN#: 82002
POND: TWINING ROSE
Impervious Surface:
Impervious Area per Lot
Total 1862029 Total DA
Lots 837 -869
3,200
105,600
870 -888
4,500
86,500
927 -937
4.500
49,500
953 -976
4,500
108,000
977 -998
3,200
70,400
419,000 sf
Parking Lot
5175.00 sf
Roads, Driveways, Sidewalks, Roofs
179032.00 sf
Water
191400 sf
375,607 sf
Total Imp
794,607 sf
18,24 acres
18.24 acres impervious surface divided by
42.75 acres total
43% Impervious Surface
Permanent Pool Volume Provided: 873,166 cf
Average Pond Depth: 4.6 ft
From NCDENR Stormwater Best Management Practices:
90% TSS removal for 4.5' deep pond: SAIDA = 3.34%
3.34% X 48.39 acres total - 1.62 acres
- 70,403 square feet
191,639 sf surface area provided.
Requir_ed_Vglum�
Rv =
Volume =
Temp. Pool Volume
0.05 +
0.43 in/in
1 " rainfall X
1.55 acre-ft
67354 cu ft
197,291 cu ft provided
0.009 X 43%
0.43 inlin X 0.083333 ft/in X 42.75 acres
Depth Check: 67,3544
+ 70,403
0.956695 OK
P:182 Summerhouse182002 Spicer Lake Recalculation109 0731 SubmittatlWet Pond Sizing and Dewatering 09
0712.xis Page 1 of 2

7winingRose- SA, Vol, & Dewater
® Wet Detention Pond Sizing
Proiect: Summerhouse on Everett Say
CYC PN#: 82002
Sizing Qewatering Orifice:
1) Average Q Required
2-day Drawdown
0(2days) = 67354 cf / (2days) (24hrslday) (60min/hr) (60sec/min)
0.38978 cfs
5-day Drawdown
Q(5days) = 67354 cf /5days) (24hrs/day) (60min/hr) (60seeimin)
= 0.155912 cfs
2) Orifice size
Orifice formula: A = Q/(Ca(29h)')
Ca = 0.6
h=H/3 H= 1
g = 32.2 ft/sec'
2-4ay Drawdown
Area = 0.140212 sf
20.19056 sq in
Pipe dia = 5.071535 in
5-gay Drawdown
Area = 0.056085 sf
= 8.076226 sq in
Pipe dia = 3,20752 in
Use 4.00 in. orifice.
P'.%2 Summerhouse182002 Spicer Lake Recalculation109 0731 SubmittaMet Pond Sizing and Dewatering 09
0712.xis Page 2 of 2

Twt%,fA5 Ra3e Pa�•c?;
82001 Twining Rose Type 11 24-hr Rainfall-9.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 sln 003998 ® 2006 H droCAD Software Solutions LLC 7/30/2009
Subcatchment 6S: Multiple Inlets
[46] Hint: Tc=O (Instant runoff peak depends on dt)
Runoff - 0.09 cfs @ 15.10 hrs, Volume= 0.069 af, Depth= 0.02"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-120.00 hrs, dt= 0.10 hrs
Type 11 24-hr Rainfall=1.00"
Area (ac) CN Description
48.390 73 50-75% Grass cover, Fair HSG D
48.390 Pervious Area
Tc Length Slope Velocity Capacity Description
(min) _ (feet) (ft/ft) (f /sec) (cfs) _
0.0 Direct Entry,
0

S82001 Twining Rose Type lI 24-hr Rainfall=1.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADO 8.00 s1n 003998 © 2006_HydroCAD Software Solutions LLC 7/30/2009
Pond 1P: Twining Rose Pond
Inflow Area = 48.390 ac, inflow Depth = 0.02"
Inflow = 0.09 cfs @ 15.10 hrs, Volume= 0.069 of
Outflow = 0.00 cfs @ 24.10 hrs, Volume= 0.011 af, Atten= 98%, Lag= 539.8 min
Primary - 0.00 cfs @ 24.10 hrs, Volume= 0.011 of
Routing by Star -Ind method, Time Span= 5.00-120.00 hrs, dt= 0.10 hrs
Peak Elev= 15.02' @ 24.10 hrs Surf.Area= 191,814 sf Storage= 2,972 cf
Plug -Flow detention time= 3,226.6 min calculated for 0.011 of (16% of inflow)
Center -of -Mass det. time= 2,961.5 min ( 4,055.3 - 1,093.9 )
Volume Invert Avail.Storage Storage Description
#1 15.00, 626,035 cf Custom Stage Data (Prismatic) Listed below (Recaic)
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
15.00
191,639
0 0
16.00
202,942
197,291 197,291
17.00
214,347
208,645 405,935
18.00
225,852
220,100 626.035
Device Routing
Invert
Outlet Devices
#1 Primary
15.00'
12.0" x 538.0' long Culvert
RCP, end -section conforming to fill, Ke= 0.500
Outlet Invert= 13.65' S= 0.0025 T Cc= 0.900 n= 0.013
#2 Device 1
15.00'
4.0" Vert. Orifice/Grate C= 0.600
#3 Device 1
16.00'
14.00' W x 4.00' H Vert. Orifice/Grate X 4.00 C-- 0.600
Primary OutFlow Max=0.00 cfs @ 24.10 hrs HW=15.02' (Free Discharge)
=Culvert (Barrel Controls 0.00 cfs @ 0.22 fps)
2=OrificelGrate (Passes 0.00 cfs of 0.00 cfs potential flow)
3=OrificelGrate ( Controls 0.00 cfs)

82001 Twining Rose Typed 24-hr Ra►nfa11=1.000
Prepared by C. T. Clayton, Sr,, P.E., Inc.
M droCAD® 8.00 sln 003998 © 2006 H droCAD Software Solutions Li_C 713012 9
Hydrograph for Pond 1 P: Twining Rose Pond
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
(cis)
5.00
0.00
0
15.00
0.00
5.50
0.00
0
15.00
0.00
6.00
0.00
0
15.00
0.00
6.50
0.00
0
15.00
0.00
7.00
0.00
0
15.00
0.00
7.50
0.00
0
15.00
0.00
8.00
0.00
0
15.00
0,00
8.50
0.00
0
15.00
0.00
9.00
0.00
0
15.00
0.00
9.50
0.00
0
15.00
0.00
10.00
0.00
0
16.00
0.00
10.50
0.00
0
15.00
0.00
11.00
0.00
0
15.00
0.00
11.50
0.00
0
15.00
0.00
12.00
0.00
0
15.00
0.00
12.50
0.00
0
15.00
0.00
13.00
0.05
49
15.00
0.00
13.50
0.07
164
15.00
0.00
14.00
0.08
299
15,00
0,00
14.50
0.08
443
15.00
0.00
15.00
0.09
595
15.00
0.00
15.50
0.08
749
15.00
0.00
16.00
0.08
898
15.00
0.00
16.50
0.08
1.043
15.01
0.00
17.00
0.08
1.190
15.01
0.00
17.50
0.08
1,337
15.01
0.00
18,00
0.08
1,481
'15.01
0.00
18.50
0.08
1,622
15.01
0.00
19.00
0.07
1,758
15.01
0.00
19.50
0.07
1,888
15.01
0.00
20.00
0.07
2,011
15.01
0.00
20.50
0.07
2,131
15.01
0,00
21.00
0.07
2,251
15.01
0.00
21.50
0.07
2,371
15.0'1
0.00
22.00
0.07
2.492
15,01
0,00
22.50
0.07
2,613
15.01
0.00
23.00
0.07
2.734
15.01
0.00
23.50
0.07
2,855
15.01
0.00
24.00
0.03
2,970
15.02
0.00
24.50
0.00
2,973
15.02
0.00
25.00
0.00
2,971
15.02
0,00
25.50
0.00
2.968
15.02
0.00
26.00
0.00
2,965
15.02
0.00
26.50
0.00
2,963
15.02
0.00
27.00
0.00
2,960
15.02
0.00
27.50
0.00
2,958
15.02
0.00
28.00
0.00
2,955
15.02
0.00
28.50
0.00
2,953
15.02
0.00
29.00
0.00
2,950
15.02
0.00
.
29.50
0.00
2,947
15.02
0.00
30.00
0.00
2.945
15.02
0.00
30.50
0.00
2,942
15.02
0.00

82001 Twining Rose Type 1124-hr Rainfall=1.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 $In 003998 © 2006 HydroCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1P: Twining Rose Pond (continued)
Time
Inflow
Storage
Elevation
Primary
hours
cfs
cubic -feel
feet
cfs
31.00
0.00
2,940
15.02
0.00
31.50
0.00
2,937
15.02
0.00
32.00
0.00
2,935
15.02
0.00
32.50
0.00
2,932
15.02
0.00
33.00
0.00
2,930
15.02
0.00
33.50
0.00
2,927
15.02
0.00
34.00
0.00
2.924
15.02
0.00
34.50
0.00
2,922
15.02
0.00
35.00
0.00
2,919
15.02
0.00
35.50
0.00
2,917
15.02
0.00
36.00
0.00
2,914
15.02
0.00
36.50
0.00
2,912
15.02
0.00
37.00
0.00
2,909
15.02
0.00
37.50
0.00
2,907
15.02
0.00
38.00
0.00
2,904
15.02
0.00
38.50
0.00
2,902
15.02
0.00
39.00
0.00
2,899
15.02
0.00
39.50
0.00
2,897
15.02
0.00
40.00
0.00
2,894
15.02
0.00
40.50
41.00
0.00
0.00
2.892
2,889
15.02
15.02
0.00
0.00
41.60
0.00
2,887
15.02
0.00
42.00
0.00
2,884
15.02
0.00
42.50
0.00
2,881
15.02
0.00
43.00
0.00
2,879
15.02
0.00
43.50
0.00
2,876
15.01
0.00
44.00
0.00
2,874
15.01
0.00
44.50
0.00
2,871
15.01
0.00
45.00
0.00
2,869
15.01
0.00
45.50
0.00
2,866
15.01
0.00
46.00
0.00
2,864
15,01
0.00
46.50
0.00
2.862
15.01
0.00
47.00
0.00
2,859
15.01
0.00
47.50
0.00
2,857
15.01
0.00
48.00
0.00
2,854
15.01
0.00
48.50
0.00
2,852
15.01
0.00
49.00
0.00
2,849
15.01
0.00
49.50
0.00
2.847
15.01
0.00
50.00
0.00
2,844
15.01
0.00
50.50
0.00
2,842
15.01
0.00
51.00
0.00
2,839
15.01
0.00
51.50
0.00
2,837
15.01
0.00
52.00
0.00
2,834
15.01
0,00
52.50
0.00
2,832
15.01
0.00
53.00
0.00
2,829
15.01
0.00
53.50
0.00
2,827
15.01
0.00
54.00
0.00
2,824
15.01
0.00
54.50
0.00
2,822
15.01
0.00
55.00
0.00
2,820
15.01
0.00
55.50
0.00
2,817
15.01
0.00
56.00
0.00
2,815
15.01
0.00
56.50
0.00
2,812
15.01
0.00

82001 Twining Rose Type 1124-hr Rainfall=9.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
M droCAM 8.00 On 003998 0 2006 HydroCAD Software Solutions LLC 7I3012009
Hydrograph for Pond 1P: Twining Rose Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
57.00
0.00
2.810
15.01
0.00
57.50
0.00
2,807
15.01
0.00
58.00
0.00
2,805
15.01
0.00
58.50
0.00
2,802
15.01
0.00
59,00
0.00
2,800
15.01
0.00
59.50
0.00
2,798
15.01
0.00
60.00
0.00
2,795
15.01
0.00
60.50
0.00
2,793
15.01
0,00
61.00
0.00
2,790
15.01
0.00
61.50
0.00
2,788
15.01
0.00
62.00
0,00
2.785
15.01
0.00
62.50
0.00
2,783
15.01
0.00
63.00
0.00
2,781
15.01
0.00
63.50
0.00
2.778
15.01
0.00
64.00
0.00
2,776
15.01
0.00
64.50
0.00
2,773
15.01
0.00
65.00
0.00
2,771
15.01
0.00
65.50
0.00
2,768
15.01
0.00
66.00
0.00
2,766
15.01
0,00
66.50
0.00
2,764
15.01
0.00
67.00
0.00
2,761
15.01
0.00
67.50
0.00
2.759
15.01
0.00
68.00
0.00
2.756
15.01
0.00
68,50
0.00
2,754
15.01
0.00
69.00
0.00
2,752
15.01
0.00
69.50
0.00
2.749
15.01
0.00
70.00
0.00
2.747
15.01
0.00
70.50
0.00
2,744
15.01
0.00
71.00
0.00
2.742
15.01
0.00
71.50
0.00
2,740
15.01
0.00
72.00
0.00
2,737
15.01
0.00
72.50
0.00
2,735
15.01
0.00
73.00
0.00
2,733
15.01
0.00
73.50
0.00
2,730
15.01
0.00
74.00
0.00
2,728
15.01
0.00
74.50
0.00
2,725
15.01
0.00
75.00
0.00
2,723
15.01
0.00
75.50
0.00
2,721
15.01
0.00
76.00
0.00
2,718
15.01
0.00
76.50
0,00
2.716
15.01
0.00
77.00
0.00
2,714
15.01
0.00
77.50
0.00
2.711
15.01
0.00
78.00
0.00
2.709
15.01
0.00
78.50
0.00
2,707
15.01
0.00
79.00
0.00
2.704
15.01
0.00
79.50
0.00
2,702
15.01
0.00
80.00
0.00
2,699
15.01
0.00
80.50
0.00
2,697
15.01
0.00
81.00
0.00
2,695
15.01
0.00
81.50
0.00
2,692
15.01
0.00
82.00
0.00
2,690
16.01
0.00
82.50
0.00
2.688
15.01
0.00

•82001 Twining Rose Type 1124-hr Rainfall= 1. 00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 sln 003998 © 2006 HydroCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1P: Twining Rose Pond (continued)
Time
Inflow
Storage
Elevation
Primary
hours
(cfs)
(cubic -feet)
(feet)
(cfs)
83.00
0.00
2.685
15.01
0.00
83.50
0.00
2,683
15.01
0.00
84.00
0.00
2,681
15.01
0.00
84.50
0.00
2,678
15.01
0.00
85.00
0.00
2,676
15.01
0.00
85.50
0.00
2,674
15.01
0.00
86.00
0.00
2,671
15.01
0.00
86.50
0.00
2,669
15.01
0.00
87.00
0.00
2,667
15.01
0.00
87.50
0.00
2,664
15.01
0.00
88.00
0.00
2,662
15.01
0.00
88.50
0.00
2.660
15.01
0.00
89.00
0.00
2,658
15.01
0.00
89.50
0.00
2,655
15.01
0.00
90.00
0.00
2,653
15.01
0.00
90.50
0.00
2.651
15.01
0.00
91.00
0.00
2,648
15.01
0.00
91.50
0.00
2,646
15.01
0.00
92.00
0.00
2,644
16,01
0.00
92.60
0.00
2,641
15.01
0.00
93.00
0.00
2.839
15.01
0.00
93.50
0.00
2,637
15.01
0.00
94,00
0.00
2,635
15.01
0.00
94.50
0.00
2,632
15.01
0.00
95.00
0.00
2,630
15,01
0.00
95.50
0.00
2,628
15.01
0.00
96.00
0.00
2,625
15.01
0.00
96.50
0.00
2,623
15.01
0.00
97.00
OAO
2,621
15.01
0.00
97.50
0.00
2,619
15.01
0.00
98.00
0.00
2.616
15.01
0.00
98.50
0.00
2,614
15.01
0.00
99.00
0.00
2,612
15.01
0.00
99.50
0.00
2.609
15.01
0.00
100.00
0.00
2.607
15.01
0.00
100.50
0.00
2.605
15.01
0.00
101.00
0.00
2,603
15.01
0.00
101.50
0.00
2,600
15.01
0.00
102.00
0,00
2,598
15.01
0.00
102.50
0.00
2,596
15.01
0.00
103.00
0.00
2,694
15.01
0.00
103.50
0.00
2,591
15.01
0.00
104.00
0.00
2,589
15.01
0.00
104.50
0.00
2.587
15.01
0.00
105.00
0.00
2,585
15.01
0.00
105.50
0.00
2,582
15.01
0.00
106.00
0.00
2,580
15.01
0.00
106.50
0.00
2,578
15.01
0.00
107.00
107.50
0.00
0.00
2,576
2,573
15.01
15.01
0.00
0.00
108.00
0.00
2,571
15,01
0.00
108.50
0.00
2,569
15.01
0.00

82001 Twining Rose Type 1124-hr Rainfall=1.00"
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCADO 8.00 s/n 003998 © 2006 HydroCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1 P: Twining Rose Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
109.00
0.00
2.567
15.01
0.00
109.50
0.00
2,564
15.01
0.00
110.00
0.00
2.562
15.01
0.00
110.50
0.00
2,560
15.01
0.00
111.00
0.00
2,558
15.01
0.00
111.60
0.00
2.556
15.01
0.00
112.00
0.00
2,553
15.01
0.00
112.50
0.00
2,551
15.01
0.00
113.00
0.00
2.549
15.01
0.00
113.50
0.00
2.547
15.01
0.00
114.00
0.00
2.544
15.01
0.00
114.60
0.00
2,542
15.01
0.00
115.00
0.00
2,540
15.01
0.00
115.50
0.00
2,538
15.01
0.00
116.00
0.00
2,536
15.01
0.00
116.50
0.00
2.533
15.01
0.00
117.00
0.00
2,531
15.01
0.00
117.50
0.00
2.529
15.01
0.00
118.00
0.00
2,527
15.01
0.00
118,50
0.00
2,525
15.01
0.00
119.00
0.00
2,622
16.01
0.00
119.50
0.00
2,520
15.01
0.00
120.00
0.00
2,518
15.01
0.00
0

• 82001 Twining Rose NC -Craven County 25-Year Duration=5 min, 1nten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
Fi droCAND 8.00 sin 003998 © 2006 HydroCAD Software Solutions LLC 7/30/2009
Pond 1P: Twining Rose Pond
Inflow Area = 48.390 ac, Inflow Depth = 0.51" for 25-Year event
Inflow = 247.38 cfs @ 0.00 hrs, Volume= 2.044 of
Outflow - 0.23 cfs @ 0.10 hrs, Volume= 1.320 af, Atten= 100%, Lag= 6.0 ruin
Primary = 0.23 cfs @ 0.10 hrs, Volume= 1.320 of
Routing by Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.10 hrs
Peak Elev= 15.46' @ 0.10 hrs Surf.Area= 196,817 sf Storage= 88,977 of
Plug -Flow detention time= 5,699.1 min calculated for 0.298 of (15% of inflow)
Center -of -Mass det. time= (not calculated: no inflow)
Volume Invert Avail.Storage Storage Description
_
#1 15.00' 626,035 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store Cum.Store
(feet)
s -ft
cubic-feet cubic -feet
15.00
191,639
0 0
16.00
202,942
197,291 197,291
17.00
214,347
208,645 405,935
18.00
225,852
220,100 626,035
Device Routing
_ Invert
Outlet Devices
#1 Primary
15,00'
12.0" x 538.0' long Culvert
RCP, end -section conforming to fill, Ke= 0.500
Outlet Invert= 13.65' S= 0.0025 T Cc= 0.900 n= 0.013
#2 Device 1
15.00'
4.0" Vert. Orifice/Grate C= 0.600
#3 Device 1
16.00'
14.00' W x 4.00' H Vert. OriflcelGrate X 4.00 C= 0.600
Primary OutFlow Max=0.23 cfs @ 0.10 hrs HW=15.46' (Free Discharge)
t- =Culvert (Passes 0.23 cfs of 0.46 cfs potential flow)
2=OrificelGrate (Orifice Controls 0.23 cfs. @ 2.60 fps)
3 Orifice/Grate ( Controls 0.00 cfs)
r1

82001 Twining Rose
NC -Craven County 25-Year Duration=5 min, inten=10.14 in/hr
•
Prepared by C. T.
Clayton, Sr.,
P.E., Inc.
H droCADO 8.00 s/n 003998 © 2006 H droCAD Software Solutions LLC 7130/2
Hydrograph for
Pond 1P: Twining Rose Pond
Time
Inflow
Storage
Elevation
Primary
hours
cfs
cubic -feet
feet
cfs
0.00
247.38
44,510
15.23
0.11
0.50
0,00
88,663
15.46
0.23
1.00
0.00
88,246
15.45
0.23
1.50
0.00
87,841
15.45
0.22
2.00
0.00
87,438
15.45
0,22
2.50
0.00
87,036
15.45
0.22
3.00
0.00
86,635
15.45
0.22
3.50
0.00
86,236
15.44
0.22
4.00
0.00
85,839
15A4
0.22
4.50
0.00
85,443
15.44
0.22
5.00
0.00
85,048
15.44
0.22
5.50
0.00
84,656
15.44
0.22
6.00
0.00
84,264
15.43
0.22
6.50
0.00
83,874
16.43
0.22
7.00
0.00
83.485
15.43
0.22
7.50
0.00
83,098
15.43
0.21
8.00
0.00
$2,713
15.43
0.21
8.50
0.00
82,329
15.42
0.21
9.00
0.00
81,946
15.42
0.21
9.50
0.00
81,565
15.42
0.21
.
10.00
0.00
81,185
15.42
0.21
10.50
0.00
80,806
15.42
0.21
11.00
0.00
80,429
15,41
0.21
11.50
0.00
80.054
15.41
0.21
12.00
0.00
79,680
15.41
0.21
12.50
0.00
79,307
15.41
0.21
13.00
0.00
78,936
15.41
0.21
13.50
0.00
78,566
16.41
0.21
14.00
0.00
78,198
15.40
0.20
14.50
0.00
77,831
15.40
0.20
15.00
0.00
77.465
15.40
0.20
15.50
0.00
77.101
15.40
0.20
16.00
0.00
76,738
15.40
0.20
16.50
0.00
76,377
15.39
0.20
17.00
0.00
76,017
15.39
0.20
17.50
0.00
75,659
15.39
0.20
18.00
0.00
75,303
15.39
0.20
18.50
0.00
74,948
15.39
0.20
19.00
0.00
74,594
15.38
0.20
19.50
0.00
74,242
15.38
0.20
20.00
0.00
73,892
15.38
019
20.50
0.00
73.543
15.38
0.19
21.00
0.00
73,195
15.38
0.19
21.50
0.00
72,849
15.38
0.19
22.00
0,00
72.504
15.37
0.19
22.50
0.00
72,161
15.37
0.19
23.00
0.00
71,819
15.37
0.19
23,50
0.00
71,479
15.37
0.19
24.00
0.00
71.140
15.37
0.19
24.50
0.00
70,803
15.37
0.19
25.00
0.00
70,467
15.36
0,19
25.50
0.00
70,132
15.36
0.19

82001 Twining Rose NC -Craven County 25-Year Duration=5 min, Inten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
HydroCAD® 8.00 s/n 003998 ® 2006 HydroCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1 P: Twining Rose Pond (continued)
Time
Inflow
Storage
Elevation
Primary
hours
cfs
cubic -feet
feet
cfs
26.00
0.00
69,799
15.36
0.18
26.50
0.00
69,467
15.36
0.18
27.00
0.00
69,137
15.36
0.18
27.50
0.00
68,808
15.36
0.18
28.00
0.00
68,480
15.35
0.16
28.50
0.00
68,154
15.35
0.18
29.00
0.00
67,829
15.35
0.18
29.50
0,00
67.506
15.35
0.18
30.00
0.00
67,184
15.35
0.18
30.50
0.00
66,864
15.35
0.18
31.00
0.00
66,545
15.34
0.18
31.50
0.00
66,228
15.34
0.18
32.00
0,00
65,912
15.34
0.18
32.50
0.00
65,598
15.34
0.17
33.00
0.00
65,285
15,34
0,17
33.50
0.00
64,973
15.34
0.17
34.00
0.00
64.663
15.33
0.17
34.50
0A0
64,355
15.33
0.17
35.00
0.00
64,048
15.33
0.17
35.50
0.00
63,742
15.33
0.17
.
36.00
0.00
63,438
15.33
0.17
36.50
0.00
63,136
15.33
0.17
37.00
0.00
62,834
15.32
0.17
37.50
0.00
62,535
15.32
0.17
38.00
0.00
62,236
15.32
0.17
38.50
0.00
61,939
15.32
0.16
39.00
0.00
61,644
15.32
0.16
39.50
0.00
61,349
15,32
0.16
40.00
0.00
61,056
15.32
0.16
40.50
0.00
60,765
15.31
0.16
41.00
0.00
60.475
15.31
0.16
41.50
0.00
60,186
15.31
0.16
42.00
0.00
59.899
16,31
0.16
42.50
0.00
59.613
15,31
0.16
43.00
0.00
59,328
15.31
0.16
43.50
0.00
59.045
15.31
0.16
44.00
0.00
58,763
15.30
0.16
44.50
0.00
58,482
15.30
OA6
45.00
0.00
58,203
15.30
0.15
45.50
0.00
57,925
15.30
0,15
46.00
0.00
57,649
15.30
0.15
46.50
0.00
57.374
15.30
0.15
47.00
0.00
57.102
15.30
0.15
47.50
0.00
56,831
15.29
0.15
48.00
0.00
56.561
15.29
0.15
48.50
0.00
56,294
15.29
0.15
49.00
0.00
56,028
15.29
0.15
49.50
0.00
55,764
15.29
0.15
50.00
50.60
0.00
0.00
55,501
55,240
15.29
15.29
0.15
0.14
51.00
0.00
54,981
15.28
0.14
51.50
0.00
54.724
15.28
0.14

e 82001 Twining Rose NC -Craven County 25-Year Duration=5 min, lnten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCADO 8.00 sln 003998 © 2006 H droCAD Software Solutions LLC 7
Hydrograph for Pond 1P: Twining Rose Pond (continued)
Time
Inflow
Storage
Elevation
Primary
(hours)
fiefs)
(cubic -feet)
(feet)
(00
52.00
0.00
54,468
15.28
0.14
52.50
0.00
54,214
15.28
0.14
53.00
0.00
53.961
15.28
0,14
53.50
0.00
53,710
15.28
0.14
54.00
0.00
53,461
15.28
0.14
54.50
0.00
53,213
15.28
0.14
55.00
0.00
52,967
15.27
0.14
55.50
0.00
52,723
15.27
0.14
56.00
0.00
52,480
15.27
0.13
56.50
0.00
52,238
15.27
0.13
57.00
0.00
51.998
15.27
0.13
57.50
0.00
51.760
15.27
0.13
58.00
0.00
51,523
15.27
0.13
58.50
0.00
51.288
15.27
0.13
59.00
0.00
51,054
15.26
0.13
59.50
0.00
50,822
15.26
0.13
60.00
0.00
50,591
15.26
0.13
60.50
0.00
50,361
15.26
0.13
61.00
0.00
50,134
15.26
0.13
61.50
0.00
49.907
15.26
0.13
62.00
0.00
49,682
15.26
0.12
62.50
0.00
49,459
15.26
0.12
63.00
0.00
49,237
15.25
0.12
63.50
0.00
49,016
15.25
0.12
64.00
0.00
48,797
15.25
0.12
64,50
0.00
48,679
15.25
0.12
65.00
0.00
48,362
15.25
0.12
65.50
0.00
48.147
15.25
0.12
66.00
0.00
47,934
15.25
0.12
66.50
0.00
47,721
15.25
0.12
67.00
0.00
47,511
15.25
0.12
67.50
0.00
47,301
15.25
0.12
68.00
0.00
47,093
15.24
0.12
68.50
0,00
46,887
15.24
0.11
69.00
0.00
46,682
15.24
0.11
69,50
0.00
46,478
15.24
0.11
70.00
0.00
46.275
15.24
0.11
70.50
0.00
46,074
15.24
0.11
71.00
0.00
45,875
15.24
0.11
71.50
0.00
45,676
15.24
0.11
72.00
0.00
45.479
15.24
0.11
72.50
0.00
45.283
15.23
0.11
73.00
0.00
45,089
15.23
0.11
73.50
0.00
44,896
15.23
0.11
74.00
0.00
44,704
15.23
0.11
74.50
0.00
44,513
15.23
0.11
75.00
0.00
44,324
15.23
0.10
75.50
0.00
44.136
15.23
0.10
76.00
76.50
0.00
0.00
43.949
43,764
15.23
15.23
0.10
0.10
77.00
0.00
43,580
15.23
0.10
77.50
0.00
43.397
15.22
0.10
L_

82001 Twining Rose NC -Craven County 25-Year Duration=5 min, lnten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 On 003998 © 2006 H droCAD Software Solutions LLC 7/30/2009
Hydrograph for Pond 1P: Twining Rose Pond (continued)
Time
inflow
Storage
Elevation
Primary
(hours)
(cfs)
(cubic -feet)
(feet)
(c(s)
78.00
0.00
43,215
15.22
0.10
78.50
0.00
43,034
15.22
0.10
79.00
0.00
42,855
15.22
0.10
79.50
0.00
42,677
15.22
0.10
80.00
0,00
42,500
15.22
0.10
80.50
0.00
42,324
15.22
0.10
81.00
0.00
42,149
15.22
0.10
81.50
0.00
41,976
15.22
0.10
82.00
0.00
41,804
15.22
0.10
82.50
0.00
41,633
15.22
0.09
83.00
0.00
41,463
15.21
0.09
83.50
0.00
41,294
15.21
0.09
84.00
0.00
41,126
15.21
0.09
84.50
0.00
40,960
15.21
0.09
85.00
0.00
40,794
15,21
0.09
85.50
0.00
40.630
15.21
0,09
86.00
0.00
40,466
15.21
0.09
86.50
0.00
40,304
15.21
0.09
87.00
0.00
40.143
15.21
0.09
87.50
0.00
39,983
15.21
0.09
88.00
0.00
39,824
15.21
0.09
88.50
0.00
39.666
15.21
0.09
89.00
0.00
39.510
15.20
0.09
89,50
0.00
39.354
15.20
0.09
90.00
0.00
39.199
15.20
0.09
90.50
0.00
39,046
15.20
0.09
91.00
0.00
38,893
15.20
0.08
91.50
0.00
38.741
15.20
0.08
92.00
0.00
38.591
15.20
0,08
92.50
0.00
38,441
15.20
0.08
93.00
0.00
38.293
15.20
0.08
93.50
0.00
38,145
15.20
0.08
94.00
0.00
37,998
15.20
0.08
94.50
0.00
37.853
15.20
0.08
95.00
0.00
37.708
15.20
0.08
95.50
0.00
37,564
15.19
0.08
96.00
0.00
37,421
15.19
0.08
96.50
0.00
37,279
15.19
0.08
97.00
0.00
37,138
15.19
0.08
97,50
0.00
36.998
15.19
0.08
9&00
0.00
36,859
15.19
0.08
98.50
0.00
36,721
15.19
0.08
99.00
0.00
36,583
15.19
0.08
99.50
0.00
36,447
15.19
0.08
100.00
0.00
36, 311
15.19
0.08
100.50
0.00
36,177
16.19
0.07
101.00
0.00
36,043
15.19
0.07
101.50
0.00
35.910
15.19
0.07
102.00
0.00
35.778
15.19
0.07
102.50
0.00
35,647
15.18
0.07
103.00
0.00
35,517
15.18
0.07
103.50
0,00
35,387
15.18
0.07

f
82001 Twining Rose NC -Craven County 25-Year Duration=5 min, inten=10.14 in/hr
Prepared by C. T. Clayton, Sr., P.E., Inc.
H droCAD® 8.00 sh 003998 © 2006 H droCAD Software Solulions LLC 7/30/2009
Hydrograph for Pond 1P: Twining Rose Pond (continued)
Time
Inflow
Storage
Elevation
Primary
hours)
(cfs)
(cubic -feet
feet
cfs
104,00
0.00
35,259
15.18
0,07
104.50
0.00
35,131
15.19
0.07
105.00
0.00
35,004
15.18
0,07
105.50
0.00
34,878
15.18
0.07
106.00
0.00
34,753
15.18
0.07
106.60
0.00
34,628
15.18
0.07
107.00
0.00
34,505
15.18
0.07
107.50
0.00
34,382
15.18
0.07
108.00
0.00
34.260
15.18
0.07
108.50
0.00
34,138
15.18
0.07
109.00
0.00
34,018
15.18
0.07
109.50
0.00
33,898
15.18
0.07
110.00
0.00
33,780
15.18
0.07
110.60
0.00
33,662
15.17
0.07
111.00
0.00
33,544
15.17
0.06
111.50
0.00
33,428
15.17
0.06
112.00
0.00
33,312
15.17
0.06
112.50
0.00
33,197
15.17
0.06
113.00
0.00
33,083
15.17
0.06
113.50
0.00
32,969
15.17
0.06
114.00
•
0.00
32,856
15.17
0.06
114.50
0.00
32,744
15.17
0.06
115.00
0.00
32,633
15.17
0.06
115.50
0.00
32.523
15.17
0.06
116.00
0.00
32,413
15A 7
0.06
116.50
0.00
32.304
15.17
0.06
117.00
0.00
32,195
15.17
0.06
117.50
0.00
32,088
15.17
0.06
118.00
0.00
31,981
15.17
0.06
118.50
0.00
31,874
15.17
0.06
119.00
0.00
31,769
15.16
0.08
119.50
0.00
31,664
15.16
0.06
120.00
0.00
31,560
15.16
0.06
E