SW8020806_Historical File_20030206

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO NR WATER (RU A-LL TY
12-7 CARDINA-L- L)R- B)CT,
W i Lim c t L&1-jbP 11& 2a405'
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
dIEVVIRE @I F 4MMMUCT LUG, d
DATE f2fc�10n
L�
JOB NO.
ATTENTION
RE:
SINS o 20 a
W H-1 TF oN<- s�Oas
Attached ❑ Under separate cover via v/ the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
DESCRIPTION
jj ." j�
■ �04N'AO,
-
_
1 11
THESE ARE TRANSMITTED as checked below: PROD # �—
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

Swale Design Data Table
(Utilizing Mannings Eqn.)
Q = 1.486(A)(RP(S)1'2
n
Trapezoidal Section
A = By + My2
P = B + 2y(1+m2)'2
R = A/P
Use for all outlet swales:
M= 5 ft
Project: PM1258 RV Park
Sheet No. 3 Of 5
Calculated B Date I
Checked By ate a S
Revision: 9/12/02 a 'L o
Revs icti t 17.! I b �a2 � *SEAL
� 3343
���.IYIG�sla�ga���C�
•,� �� D CVe ,,Qo�v.
n= 0.02
n= 0.03
Section
DA
Q10 (cfs)
B (ft)
Slope %o
V1 (ft/s)
y1 (ft)
V2 (
) y2 (ft)
Al. -Al
A2-A2
la -A
3
` , 117
2.65
5
6-6:
0.2
1.31
0.31
0.99
0.39
A3-A3
4
17.38
5
0.5
3.17
0,66
2.36
0.81
A4-A4.....
5
14.20
5
4.5
6-46
0.33 _
_... 4.88
..
AS -AS;. _ ..
A6-A6
6
8a
23.39
4.66
5.
5�
0.3
1.8
0.38
1.35
0.47
A7-A7
8b
3.79
5
1.0
2.54
0.24
1.93
0.30
A8-A8
1 a-1 d
54.52
5
1 0.2 1
2.96
1.16
3.42
1.05
Note:
V1 and yl are for bare earth n=0.02
V2 and y2 are for grassed lined n=0.03
USE EROSION CONTROL BLANKET WITHIN SWALE
RECEIVED
DEC 12 2002
DWQ
PROJ # aw 7 O 20 90
File: 125811258doc1pm 1258.xls

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
10, %ff47-7479
Mrs. Linda Lewis
NCDENR
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: White Oak Shore _ SW8 020806
Request for Additional Information
Dear Linda,
Please find enclosed, the additional information requested in the letter dated October 2, 2002 for
the project referenced above.
1. Please see sheet 4 of 4, Vegetated Drainage Outlet Swale Detail for the cross section of the
swales noted as Al-A8. An additional section has been added to clarify.
2. The parking area at the southern end of the project has been regraded to avoid a concentrated
flow. We are no longer proposing an inverted crown within the parking area, so the design of
an infiltration area is not necessary based on emails and conversations with you as long an
non -concentration was achieved. Secondly, the golf cart parking area shown will remain as
grassed area allowing for additional stormwater runoff treatment for the proposed
paved/graveled parking area. However, this grassed area has been included in our impervious
coverage area for drives/parking. Also, the area denoted as recreational area will encompass a
swimming pool and have elevated wooden walks (decreasing the actual impervious coverage
within this area), however an exact layout has not been completed.
3. The entrance road is to be constructed exactly like the Typical Street Section detail shown on
sheet 4 of 4.
4. Dimensions have been added to the parking areas, entrance road and parking lots (see Sheet 2
of 4). The entrance to the RV park shall be twenty four feet of pavement with 50' turning
radii.
5. The entrance is crowned and a driveway culvert is proposed to allow water to drain from the
east to the west and eventually into Gales Creek.
6. Based on our conversations we were in agreement that there were no direct discharges to SA
waters and flow spreaders are not required. The map now clearly indicates the difference
between the wetlands line and the mean high water line.
7. Noted for future project submittals.
8. Noted for future project submittals.
If you have any additional questions or comments please do not hesitate to call.
Sincerely,
Ginger Turner
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE 8 102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

��■ Dec 02 02 07:56a STROUD ENGINEERING PR 252 247 4098 P.1
r %
151-A Hwy 24 P.A.
Morehead City, NC 28557 Stroud
252.547.7479 - Voice
252.247.4098 - Fax
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Fax: C ((i _ -1 L "L Pages: ��-
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0 Urgent ❑ For Review ❑Please Comment ❑Please Reply �I ❑Please Recycle
• Comments:

�F I .1 F �1r� itR•�q�5'
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
November 18, 2002
Ms. Linda Lewis
NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405
via fax: [phone]
RE: SW8 020806 — White Oak Shores
Ms. Lewis,
I would like to request an additional two week time extension for submittal of the
additional information required to complete your review for the above referenced project.
I am awaiting further review of the items requested, as previously discussed by phone on
November 13. Please call with any questions.
Sincerely,
GingeXuzm
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREEENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HVL+Y. 24
MOREHEAD CITY. NORTH CAROLINA 28557
[phone]
November 4, 2002
Ms. Linda Lewis
NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405
via fax: [phone]
RE: SW8 020806 White Oak Shores
•� p � .. �
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,
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ma's £=,`i�j,.
Ms. Lewis,
I would like to request a two week time extension for submittal of the additional
information required to complete your review for the above referenced project. I am
awaiting a response from you in regards to the wetland/mean high water line issue, as
previously discussed by voice mail, to aid in the design of this low density project to
determine what is required for approval. Please call with any questions.
Sincerely,
Ginger Turner
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

NOV-12-2002 TUE 10:50 AM NC DIV OF COASTAL MGMNT
151-A Hwy 24
Morehead City, NC 28557
252.547.7479 - Voioo
252.247A098 - Fax
FaX
To:
FAX N0. 4 P. 01
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From: (-'t I
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Phone: Date: ! d l l '-'sP
Re:
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El Urgent ❑ For Review
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CC:
❑ Please Comment M Please Reply ❑ Please Recyela

NOV-12-2002 TUE 10:50 AM NC DIV OF COASTAL MGMNT FA� NO. 4 P. 02
CC, f imp U)-"h&J
5 2 Vol"' �0

Re: White Oak Shores - SW8 020806
Subject: Re: White Oak Shores - SW8 020806
Date: Thu, 10 Oct 2002 08:24:06 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: ginger turner <[e-mail]>
Ginger:
I don't think that even with sheet flow, I would reconsider. I think that in
order for this not to be a pocket of high density, the whole concept to the
parking lot would need to be reconsidered. May I suggest placing 10-15 foot
wide depressed planted islands in between each parking bay, and having the
runoff for that bay drain into the depressed area to infiltrate? This type
of proposed layout would not be subject to the "pocket of high density"
call.
I am not concerned about the streets
areas at the recreation center.
Linda
ginger turner wrote:
I am only concerned about the parking
> Dear Linda,
> I am in receipt of your letter for additional information dated October
> 2, 2002 for the above referenced project. We would like to modify the
> grading for the parking and golf cart area around the recreational area
> to have it sheet flow in all directions and not concentrate the
> stormwater to only two outlets creating the pocket of high density. Is
> this an option?
> Secondly, the streets are crowned, forcing the water to either edge of
> the pavement meeting the back slope of the lots. This will allow for the
> stormwater to drain along grassed areas before discharging into the
> wetlands. All outlet swales have a minimum 5' bottom, 50, length and
> then discharge at an appropriate existing elevation to allow for sheet
> flow into and across the wetlands for additional treatment. We are using
> the natural topography of the wetlands as our flow spreader.
> Ginger Turner, E.I.
> Stroud Engineering, P.A.
> 151-A Hwy 24
> Morehead City, NC 28557
> [phone]
> [phone] (fax)
1 of 1 10/10/2002 8:25 AM

Mlctiael F. Easley, Governor
William G. Ross., Jr., Secretary
North Carolina Department of Environment and Natural Resources
of
Robin V. Comer, Member/Manager
First & Last Child, LLC
PO Box 1253
Swansboro, NC 28584
Dear Mr./Ms. Comer:
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
October 2, 2002
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 020806
White Oak Shores
Carteret County
The Wilmington Regional Office received a Stormwater Management Permit Application
for White Oak Shores on August 8, 2002. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue
the stormwater review:
Please provide the section details for those areas identified on the (wading plan as
Al - A6.
2. Due to the pocket of high density created by the proposed inverted crown grading
and the concentration of built -upon area at the recreation center, an infiltration
system will be required to treat the runoff from the building and parking areas
associated with the recreation area. Please submit a soils report, sealed design
calculations, a revised application and infiltration supplement.
3. Please provide sections details for the entrance road area..
4. Please provide dimensions for the entrance road, buildings and parking lots.
5. Please provide sufficient spot elevations or details for the entrance road area to
indicate how it will drain.
6. No direct discharges to SA waters are allowed. Please provide a flow spreader
mechanism at the end of all pipes, and allow a minimum of 50' of grassed area to
sheet flow the runoff through beyond the flow spreader.
7. Since the classification of both receiving streams is SA, it isn't necessary to show
separate drainage areas on the application. In cases where there are natural
physical features that separate drainage areas, and you need to demonstrate that
low density is met within each individual area, you need only provide separate
calculations, as are shown on the Grading, Erosion Control and Stormwater Plan.
No change to the application is required.
8. The lots will be leased, therefore, deed restrictions are not required. The "Lot
Impervious Allocation" sheet submitted is not required.
a N
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Comer
October 2, 2002
Stormwater Project No. SW8 020806
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to November 2, 2002,
or the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
4dti 0ag"
Linda. Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\2002\020806.00T
cc: Linda Lewis
Ron Cullipher, P.E.

Entity Names
http://www. secretary. state,nc. us/Corporations/soskb/Corp. asp?54148
North Carolina
�..
"�,f i � rW
Secretary SECRETARY or-- ATE
PO Bux 2%, 22 Raleigh, NCB 2 62.6-0I ?2 (919)807 =0
7cgttl.-NFE.=-E=o gorate-k4ame--
Date: 10/2/2002
OCorporatinns Home Document Filings
Imr,m ant Wtice
j 'Corp"te Forms Corporation Names
-vCorporations FAQ
aNew Form Notice
'Ova Ceilil'l!mboln Name
`-'Secretary Of State Horne First &Last Child, LLC
j 3u€mess LicenseLimited Liability Company Informatio
,;Register for E-Procurement
,WJe . of Revenue
SOSID:
v1999 Senate Bills
Status:
62001 Bill Summaries
°'Annual Reports 1097
Date Formed:
VCorporations 1997
Citizenship:
Other Le 'siation
•
State of Inc.:
By Corporate Name
For New Corporation
Duratron�.
043y Registered A ent
Registered Agent
• - 0-
tStart An Order
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal i'Aalling Address:
Name Type
Legal
n
0618785
Current -Active
2/1 /2002
Domestic
NC
1213 12051
Comer, Harold W.
322 C Wood Farms Road
Swansboro NC 28584
PO Box 1270
Swansboro NC 28584
No Address
No Address
Bar -Coded Forms
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Wt
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Adm
1 of 1 10/2/2002 9:24 AM

WHEATLY LAW FIRM
2527285282 01/31 '02 1
ZZ 0Z3 5100
State Of North Carolina
]Department Of The Secretary Of State
Limited Liability Company
ARTICLES OF ORGAM7�A'TI<ON
SOSID: 618785
Date Filed: 2/1/2002 10:39 AM
Elaine F. Marshall
North Carolina Secretary of State
Pursuant to §57C-2-20 of the General. Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: FIRS' & LAST CHILD, LLC
2. Tfthe limited liability company is to dissolve by a specific date, the latest date on wbicb the
limited liability company is to dissolve: (If no date for dissolution is snecifred, there shall
be no limit on the duration of the limited liability company.) December 31, 2051.
3. The name and address of each organize' executing these articles of orgartizatation is as
follows: (State whether each person is executing these articles of organization in the
capacity of a member, organizer or both.)
Robin Van Comer, Organizer (Member
115 Hickory Nut Court
Newport, NC 28570
Harold R. Comer, Organizer/Member
322 C-Wood Farms Road
Swansboro, NC 28584
Gina Page Comer, Organizer/Member
1204 Park Avenue $
Goldsboro, NC 27530
4. The street address and county of the initial registered office of the limited liability company
is:
Number and Street: 322 C-Wood )Farms Road
City, State, Zip Code: Swansboro, NC 28584 County. Carteret
5. The mailing address if different from the street address of the initial registered office is:
P. 0. Box 1270, Swansboro, NC 28584
6. The name of the initial registered agent is:
Harold R. Cotner
322 C-Wood Farms Road
Swansbor% NC 28584

WHEATLY LAW FIRM 2527285282 01/31 102 17:12 N0.362 04/04
7. Check one of the following:
(i) Member-mmanaged LLC: all of the members by virtue of their status as members
shall be managers of this limited liability company.
,X— (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be mawgers by virtue of their
status as members.
Any other provisions which the limited liability company elects to include are attached.
These articles will be effective upon filing, unless a date and/or time is specified:
'T%s the,- day of
9
LhczL
Vo4ower, Organizer/Member
I11
%comel7's m & ug, llc wholes

STROUD ENGINEERING, P.A.
Hestron Plaza Two
s 151-A Hwy. 24 �01
MOREHEAD CITY, NC 28557
'6D
[phone] (D
TO NGD k- Div. J Wa e Ol()
UN i 1hnlr1A+n, 1\1L Z 405
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints ❑ Plans
❑ Change order ❑
DATE S S� �
JOB
I�
ATTENTION
RE:
Ulf f�i �-
Cl
w
e
tj
❑ Samples
the following items:
❑ Specifications
DESCRIPTION
• '� ,M
Fire, .
/ M TOME
M r i t r iA
M.
_ L•�
0
•
THESE ARE TRANSMITTED as checked below:
❑ for approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
171
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
5
s
COPY TO
SIGNED:
Ifenclosures are not as noted, kindly notify us at on

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
August 9, 2002
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
First & Last Child, LLC
Robin Comer
P.O. Box 1253
Swansboro, NC 28584
Gentlemen:
This office has received a soil erosion and sedimentation control plan for the project listed below which was
submitted as required by the North Carolina Sedimentation Pollution Control Act (NCGS 113A-57(4)).
Please be advised that this Act requires that all persons disturbing an area of one or more acres of land must
obtain approval of a soil erosion control plan prior to the commencement of said land -disturbing activity (NCGS 113A-
54(d)(4)). The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the
approving authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30 day period will be deemed approval of the plan
if the submitted plan is complete. Commencement or continuation of a land -disturbing activity under the jurisdiction
of this Act prior to the approval of an erosion & sediment control plan is a violation of the Act.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose
of dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ). It is
suggested that you contact Joanne Steenhuis at [phone] of DWQ if the ditches shown on your plan will lower
the water table.
We have performed a preliminary review of your submitted plan and have determined that additional information
will be necessary before a final review can be completed. Enclosed is a checklist of items that must be submitted
before we can complete the review Process. Failure to provide the additional information may result in disapproval
of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal
and State water quality laws, regulations and rules.
If you have questions or need additional information, please do not hesitate to contact this office. Your
cooperation in this matter is appreciated and we look forward to working with you on this project.
Sincerely,
Janet L. Paith. CPESC
Environmental Technician
JLP/bfr
cc: Binger Turner; Stroud Engineering
PROJECT NAME: White Oak Shores
PROJECT NO.: ON-03029
LOCATION: NCSR 1101 - Onslow County
RIVER BASIN: White Oak
SUBMITTED BY: Stroud Engineering
DATE RECEIVED BY L.Q.S.: August 8, 2002
127 North Cardinai Drive, Wilmington, N.C. 28405-3845 • Telephone [phone] a Fax [phone]
An Equal Opportunity Affirmative Action Employer

LOT IMPERVIOUS ALLOCATION
LOTS 1-93 500 SF PER LOT
LOTS 94-558 850 SF PER LOT
TOTAL 441,750 SF
WHITE OAK SHORES
FIRST & LAST CHILD, LI.0
P.O. BOX 1253
SWANSBORO, NC 28584
[phone]
RECEIVED
AUG o a 2oo2
DWQ
PROJ # 5(•u80Z08v(p

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO V. DT �%�-��i✓�VLr �1
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1nJ i fyni na-4o h , n) 02 645'
DATE 0 � r`V ,�
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JOB NO. Not 1
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ATTENTION,
crel l,� L I.r�'he�a�h
RE:
Lever sf
j tea,
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via ,� A U i, the follovv , items:
❑ Shop drawings ❑ Prints ❑ Plans $Re4ifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
2C.
l
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Ilia-rY�-� rrt
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THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
kfl s C A-tt L- SA8'ljf.j__ l 1 z11-P q
COPY TO
SIGNED:
If enclosures are not as noted, kindly not/fy us at on

Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
White Oak Shores
July'27, 2002
Owner:
First & Last Child, LLC
P.O. Box 1253
Swansboro, NC 28584
(252)
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
White Oak Shores, a recreational vehicle park, is situated on the White Oak River located in
Stella, Carteret County. This tract is currently a'sod farm and adjacent properties are also farmland.
The park is being divided into ease lots with crowned streets, draining into vegetated swales. The
total tract area is approximate y 115 acres, but consists of two separate drainage areas, due to an
existing ditch that divides the property (see Drainage Area Map).
The site presently drains to the south and east and discharges to either the White Oak River or
Gales Creek, which are both classified as SA waters. The project is being proposed as low density
with impervious surfaces totaling 25% of the usable tract, within each drainage area. The impervious
coverage accounted for lots 94-558 assumes that the lot would house a recreational vehicle (max 288
so, parking (200 so, storage building (64 so, and covered porch (300 sf ) totaling approximately 850
sf per lot and allotting lots 1-93 with 500 sf of maximum impervious coverage per lot (lots 1-93 allow
only for a recreational vehicle (288 so and parking (200 so).
The owners of the tract are proposing to construct White Oak Shores in phases with approximately
one hundred and fifty lots per phase. The maximum disturbance during any phase shall not be more
than thirty acres and the erosion control measures must be installed prior to the startup of construction
for that phase.
B. Erosion and Sedimentation Control Measures
The following measures are proposed for the. site. If it becomes evident that additional erosion
and sedimentation control measures are needed, they shall be installed immediately. It is intended that
all grading and excavation activities within a certain area will be protected as soon as that activity is
complete.
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on plans or
as deemed necessary by the engineer to insure that oil -site sedimentation is controlled and any
wetland areas are protected.
2. Seeding — All disturbed areas will be seeded -within 14 days following construction in accordance
with the seeding schedule shown on the plans.
File: 17Public/Master/Dmwings/1258/pml258nar.doe

3. Stone Construction Entrance — Stone construction entrance will be used to reduce transport of
sediment off site.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to
trap sediment and prevent from the.sediment moving off -site or into wetland areas.
5. Erosion Control Blanket - Blankets are designed to aid in the processes of nature, by protecting
soil, seed, and fertilizer until vegetation is firmly established
Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective operations
following every runoff producing rainfall event or at least once per week. Repairs required shall
be completed immediately to the dimension and functions indicated on the plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet deep at the
fence. The fence shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 15 days of disturbance. Disturbed
areas shall be fertilized, reseeded and mulched as necessary according to the Contract documents
to establish and maintain a dense vegetative cover.
Construction Sequence
1. Clear and grub area within right of way, drainage and utility easements.
2. Install stone construction entrance.
3. Construct drainage swales and install sediment traps as specified within each proposed phase of
project.
4. . Seed drainage swale sections within 14 days of land disturbance
5. Rough grade area within right of way.
6. Install utilities.
7. Fine grade street areas and seed areas to remain outside of paved areas.
8. Place CABC and pave street.
9. Perform final seeding and mulching and remove sediment traps upon stabilization of each
individual drainage swale.
C. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for the design.
D. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater
regulations in coastal counties on January 1, 1988. These regulations are detailed in 15 NCAC
2H.1000 Stormwater Management. These rules allow for a development to be considered under
various options. This project is submitted for approval consideration under Section .1003(d)(1) low
density development.
is
.� KELP= �� nopr.
�� F_CULL .600
File: f/Public/Master/Drawings/1258/pm1258nar.doc

V I CUTY MA F

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VV k4 ke Od k. 56 re S

-JOB
STROUD ENGINEERING, P.A. . SHEET NO. OF
Nestron Plaza Two 'CALCULATED L4 T—
P- F *-4 — F
151 A Hwy. 24 D
MOREHEAD CITY, NC 28557 CHECKEDBY Tf I'J
rr
[phone]
SCALE .• -o
f i I lew
........... SEAL
............. ............. ..... Z
........... ............ .............. ............. ............ ........... . ............. ............ . ........... ............. ............. ............. ... . ......... ........ . ..... ... ........ ... ....... . ...... ........
............. ........... ... . ..........
........ .... ........... ...... .......
PRODUCT 204-1 (Sinqk Sheetsl 205.1 (Padded]

DRAINAGE AREAS FOR SWALES & BOX CULVERTS
PROJECT:
LOCATION: Carteret County
RUNOFF CALCULATIONS
RATIONAL METHOD: Q=CIA
RETURN PERIOD:
Tc:
INTENSITY:
RUNOFF COEFFICIENTS:
Project: PM1258 RV Park
Sheet No. 2. of _
Calculated B-
Checked By
10 YEARS
5 MIN.
7.23 IN/HR
1 IMPERVIOUS AREAS
0.3 GRASSED AREAS
DRAINAGE AREA
#1
AREA
(SF)
AREA
(AC)
CAvo
010
CFS
1a
547420.00
12.57
0.60
54.52`
lb
636642.00
14.62
0.60
63.40.
2
65027.00
1.49
0.60
6.48
3
26628.00.
0.61
0.60
2.65
4
174550.00
4.01
0.60
17.38 `
5
142629.00
3.27
0.60
14.20
6
234838.00
5.39
0.60
23.39
*'s ` SEAL F!
13343 ?
. Q.
D. CV���Q����
File: 1258\1258doc1pm 1258.)ds

Project: PM1258 RV Park ouriqto
Sheet No. _� ,o 0 '�9 Ovi,
Calculated B ES '
Checked By Da
2 y SEAL r
Vegetated Filter Design Data Table y3343 s
(Utilizing Mannings Eqn.) : p . F
Q = 1.486(A)(R)"(S)1'2 ��•4;GINEE�•'•
Trapezoidal Section
A = By + My2
P = B + 2y(1+m2)1J2
R = A/P
Use for all outlet swales:
M= 5 ft
n= 0.02 1 r_ 0.03
Section
DA
Q10 (cfs)
B (ft)
Slope %
V1 (ft/s)
y1 (ft)
I V2 (ft/s)
. (ft)
.'S -Ai
1 a &.1 b
117,92 -
10
5.05
11.0
0.73
8.91
0.91
A2-A2
2
6.48°•
5
15.8.
7.61
0,15
5.83
0.19•,... .
A3-A3
3
2.65
5
0.2
1.31
0.31
0.99
0.39
A4-A4
4
17.38
5
0.5
3.17
0.66
2.36
0.81
v
"Y.2w
5
_
4.5
6.46
U.33
4.'�
0.41
rA6-A6 ..
6....:.
-. 23.39 .,
.5 .....
1.8
5.44
0.55 ...
4.07
0.68,�W2. i
Note:
V1 and y1 are for bare earth n=0.02
V2 and y2 are for grassed lined n=0.03
USE EROSION CONTROL BLANKET WITHIN SWALE
File: 125811258doc1pm 1258.x1s

Temporary Sediment Trap Calculations
Sediment Rate:
Accumulation Rate:
Sediment Storage Depth
Clean out frequency
Clean outs per year
Project: PM1258 RV Park
Sheet No. U ^f
Calculate
Checked
1 in sed/acre/yr
3630 cf sed/acre/yr.
3
4 per month
48
Trap #
Drainage Area
Area (ac)
Acc. Vol.,
(cf/yr)
Sod. Storage
Vol. (cf/clean
out)
Trap
Width
(ft)
Trap
Length
(ft)
la
la
12.57
45618.33
950.38
17.8
35.6
lb
lb
14.62
53053.50
1105.28
19.2
38.4
2
2
1.49
5418.92
112.89
6.1
12.3
3
3
0.61
2219.00
46.23
3.9
7.9
4
4
4.01
14545.83
303.04
10.1
20.1
5
5
3.27
11885.75
247.62
9.1
18.2
6
6
5.39
19569.83
407.70
11.7
23.3
Note:
1. Sediment storage volume is calculated assuming that trap clean out is at 1/2 of sediment storage depth.
2. Traps are sized to have a length equal to two times the width.
v
L,
File: 1258\1258DOC\PM 1258. xis

-,.B P
+e- OOLk-
STROUD ENGINEERING, P.A. -SHEET NO.
Hestron Plaza Two
CALCULATED
OF
"s "Otte##..
4�: VTA%
BY TE
151 A Hwy. 24
MOREHEAD CITY, NC 28557 CHECKED BY—,2('
(252)24 7-7479 'or
0
0��
SCALE
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PRODUCT 204-1 (qnOe Shmis) 205 1 (PaMF.di