33108_ONSLOW CO_20030221

D CAMA / El DREDGE & FILL & Ill 08- C
MIT GENERAL PPreviou
s per ERr -of
LNew DModification D Complete Reissue LIPartial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC 41 41
i2 Rules attached.
Applicant Name ftS Lri C1. Project Location: County 5--l-
Address ?i 1 I //X ,f t P4.-,t:.l,Rjji 3VY /V/ Street Address/ State Road/ Lot #(s)
City e jo) V, - 114, State NC- ZIP PITIVI
Phone # ( JAO) &I - 2W q Fax # Subdivision
Authorized Agent e t City ZIP
Affected '91CW ZEW [PTA EZI ES El PITS Phone# River Basin
AEC(s): [I OEA ❑ HHF D 1H E UBA 0 N/A Adj. Wtr. Body (Pat /man /unkn
[--1 PWS: Ll FC: Closest Maj. Wtr. Body 46 1
ORW: yes/ no, PINA yes / no Crit. Hab. yes no
. _ ' _
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Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
Application Fee(s) Check#
Permit0fricer's Signaturd
Issuing Date Expiration Date
Local Planning Jurisdiction Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888-4RCOAST
Fax: [phone]
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-395-3900
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
www.nccoastalmanagement.net
Revised 10/05/01

YCAMA / ❑ DREDGE & FILLNY
33108-
G E N E RAL PERMIT
Previous permit #
,'New ❑Modification ❑Complete Reissue ❑Partial Reissue
Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
D `y//
Applicant Name i S
Project Location:
IXRules attached.
County S�o�l r/o.
//
Address ?11 c �"
Street Address/ State
Road/ Lot #(s) -5A 45 %
City ,0%State /VC ZIP
Phone # (q10) 4S.S- ZYf/ ( Fax # (YO) � u/
Subdivision
��/cf
Authorized Agent �'�e-cSS• ��� /�i,•�-sie"
/a
City
ZIP
Affected CW SEW XPTA )OS ❑PTS
Phone # ( )
River Basin
AEC s : ❑ OEA [IHHF ❑ IH ElUBA ❑ N/A
()
Ad'. Wtr. Bod
) y
nat man unkn
❑ PWS: ElFC:
ORW: yes / no PNA yes / no Crit. Hab. yes / no
Closest Maj. Wtr.
Body
Type of Project/ Activity
(Scale:
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length/�
_
number
Bulkhead/ Riprap length
J /
avg distance offshore
max distance offshore
Basin, channel
cubic yards /
1�4,y n lzCCa�nkGei Gt�� ct<�r��
Boat ramp /
Boathouse/ Boatlift GC[7`C y pf • -- -../Y' 4�' _-ivCIYI
Beach Bulldozing / /
Other //S Ll�C;`5�/�
Shoreline Length G'
SAM not sure yes
Sandbags: not sure yes Sno
Moratorium: n/a yes
Photos: yes
Waiver Attached: yes
A building permit may be required by: �jtS/ci 1 ( C� _' See note on back regarding River Basin rules.
Notes/ Special Conditions C> A6
or Applicant Printed Name
Signature "Please read compliance statement on back of permit "�'�
Application Fee(s) Check #
I,�•fCc
Permit Officer's Signatu
luuinkDDlate Expiration Date
b-�icdelw
Local Planningf urisdiction NoverFileName

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
February 21, 2003
Onslow County Public Utilities
C/o Mr. Pete Deaver
P.O. Box 1415
Jacksonville, N.C. 28541
Dear Pete:
Attached is General Permit #C-33108 to directional drill 115' X 4' HDPE under Wheeler Creek, in Onslow
County.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the white copy for your
files and return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. If the
signed permit copies are not returned to this office before the initiation of development, you will be working
without authorization and will be subject to a Notice of Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
M. Ted Tyndall
Coastal Management Representative
TT/rcb
Enclosures
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Sun•c ors - Y Land Planners
P.O. Box 976
Jacksonville, NC 28541-
0976
[phone]
Memo: Wheeler Creek Rd,
PAy One Hundred and 00/100 Dollars
<' To THE Division o f
^� Coastal Management
lenient
ORDER
OF: 1
(6?
FIRST CITIZENS BANK 076 12897
& TRUST COMPANY
JACKSONVIL E,, NC 2 541 128 9 7
66-30-531
DATE
AMOUNT
Jan 31 —
2003****$100.00 LL
PARKER & ASSOCIATES, INC.
AUTHORIZED SIGNATURE
C �' _}}�
II■000 1 28 9 7?,In� ' 1:0 5 3 100 3001.0 ` �� --i CX °� >✓
• 0076 l 2004 26u■ -------NP
-

END OF
BORE
45• BEND
5' PAST
ASPHALT
rLUMr- 'Dodo,
Headwal l
w/ Pilings
PROPOSED 45' BEND
4' WATER Marsh
4' OFF EOP Tree line
(TYp -)
2-45'
"MY
115 L.F. 4" HDPE SDR 9
DIRECTIONAL DRILL BORE.
STAY 5' MIN. OFF OF BRIDGE
WING WALLS AND 5' MIN.
UNDER CREEK BOTTOM.
Edge of of
Creek Edge
` wooden
wooden Headwall
wall
w/ Piling FENCE
PP
Existing
END OF
BORE
45• BEND
10' PAST
HEADWAL
V
BORE PLAN VIEW
Sale: V-60'
)VE EXISTIP
BLOW -OFF,
Tree line
(TYp•) -
End of
Existing
4" Water
PROPOSED
4" WATER
MAIN
4" Water _..._
Existing
Asphalt
Rood
4" PVC Water Wing Wall with 3' Water
with 3' cover wicover
- Creek Bottom 7 I — —
— — — — — — — t Approx. Water Level _ 1_
1 5' Min, Under Creek Bottom
2-45• Bends
5' Min J End of BoreJ
End of Bore 115 L.F. 4" HDPE SDR 9 Transition
Transition Directional Drill Bore HDPE to PVC
HDPE to PVC 5' minimum under
creek bottomib
�BORE SECTION VIEWi `
Scale: 1"-30'
o '° '• =
SE L �Zl-3E o3
145
CAMA PERMIT EXHIBIT MAP -O` �'�GI N' .-
T' ...
WATERLINE EXTENSIONS
I)I,+++
TO SERVE COUNTY OF ONSLOW
WHEELER CREEK ROAD
Onslow Co., North Carolina Onslow Co., North Carolina
Date: 01 /30/03
Sale: As Noted Parker & Associates, Inc.,,
Disk: Acad 7130
Filename: Wheeler-como.dwg Consul Engineers P.O. Box idg - zeet - ZWe
Drawn: KHW Land Surveyors Planners 9ia bonvmeNo Carou�e
Job No.: 021101-33BO Phone [phone] - Fax [phone]"1

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
January 31, 2003
Mr. Ted Tyndall
The Division of Coastal Management
Hestron Plaza II
151-B Hwy. 24
Morehead City, NC 28551
RE: Onslow County
Wheeler Creek Waterline Extension
Dear Mr. Tyndall:
Per our telephone conversation concerning the above referenced project, we are requesting
a General CAMA Permit be issued for this project.
As discussed, we have designed a 4" HDPE Directional Drill Bore to be installed under
Wheeler Creek. As shown on the plan, on each side of the bore, the Contractor will then excavate
and install a 45 degree bend to route the main up to the road shoulder.
Please find enclosed an 8'/2 "X 11" Exhibit Map showing the Plan and Profile views of our
design and a check in the amount of $100.00 for the Permit Application Fee. Also enclosed are
copies of the Letters of Notification that we sent to the adjacent property Owners via Certified Mail.
If you have any questions or need any additional information, please call.
Sincerely,
PARKER & AS OCIATES, INC.
Timothy S wart, P.E.
xc: Mr. Pete Deaver (w/enclosures)
CF(P)
TMS/adh
cI.TMS.Tyndall.1trVIr
C
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT ♦ WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS ♦ COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
January 31, 2003
CERTIFIED MAIL
Estelle Revell
P.O. Box 667
Sneads Ferry, NC 28460
RE: Onslow County
Wheeler Creek Waterline Extension
Onslow County, NC
Dear Ms. Revell:
Onslow County has hired our Company to design a 4" Waterline Extension to connect
together existing dead end waterlines that are on each side of the bridge crossing Wheeler Creek
on Wheeler Creek Road, NCSR 1557.
In order to cross the Creek, we are proposing to bore under Wheeler Creek using the
Directional Drill Bore Method. This method keeps the disturbance to the creek area at a minimum.
We propose to bore under the creek, then on each side of the creek, install bends and route the
waterline back up to the road shoulder to tie to the existing water mains, using the Conventional
Trench Excavation Method.
The County has to apply for and receive a CAMA permit prior to construction. The enclosed
form is required by CAMA to notify the adjacent property Owners that a CAMA permit is being
requested. If you have any comments or objections, you may complete the form and return it to
CAMA. Also, please find enclosed a copy of the plan showing the design of the Waterline
Extension.
For your information, we are also applying for a DOT Right -Of -Way Encroachment Permit
and for a NCDENR Waterline Extensions Permit.
If you have any questions concerning this, you can call me at [phone].
Sincerely,
PARKER & ASSOCI TES, INC.
Timothy S wa , P.E.
xc: CAMA Application Package
CF(P)
TMS/adh
c 1.TM S. Wheeler.Creek.Own.ltr
ENVIRONMENTAL ENGINEERING ♦ STORM WATER MANAGEMENT ♦ WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS ♦ COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Individual applying for Permit: Onslow County Water Department
Wheeler Creek Waterline Extension
Address of Property: Wheeler Creek Road - Northside of Road - East of Creek
nea s Ferry, Onslow Counly, NC
(Lot or Street #, Street or Road, City & County)
Name and Address of Owner: Estelle Revell, P.O. Box 667, Sneads Ferry, NC 28460
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development they
are proposing. A description of drawing, with dimensions, should be provided with this letter.
I have no objections to this proposal.
If you have objections to what is beingproposed, please write the Division of Coastal Management,
Hestron Plaza 11, 151-B, Hwy. 24, Morehead City, NC, 28557 or call [phone] within 10 days
Of receipt of this notice. No response is considered the same as no objection if you have been
notified Certified Mail.
Signature Date
Print Name
Telephone Number With Area Code

r
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
January 31, 2003
CERTIFIED MAIL
Sam and Sandra Taylor
P.O. Box 845
Sneads Ferry, NC 28460
RE: Onslow County
Wheeler Creek Waterline Extension
Onslow County, NC
Dear Mr. And Mrs. Taylor:
Onslow County has hired our Company to design a 4" Waterline Extension to connect
together existing dead end waterlines that are on each side of the bridge crossing Wheeler Creek
on Wheeler Creek Road, NCSR 1557.
In order to cross the Creek, we are proposing to bore under Wheeler Creek using the
Directional Drill Bore Method. This method keeps the disturbance to the creek area at a minimum.
We propose to bore under the creek, then on each side of the creek, install bends and route the
waterline back up to the road shoulder to tie to the existing water mains, using the Conventional
Trench Excavation Method.
The County has to apply for and receive a CAMA permit prior to construction. The enclosed
form is required by CAMA to notify the adjacent property Owners that a CAMA permit is being
requested. If you have any comments or objections, you may complete the form and return it to
CAMA. Also, please find enclosed a copy of the plan showing the design of the Waterline
Extension.
For your information, we are also applying for a DOT Right -Of -Way Encroachment Permit
and for a NCDENR Waterline Extensions Permit.
If you have any questions concerning this, you can call me at [phone].
Sincerely,
PARKER & ASSOCIATES, INC.
I q,
Timothy . Ste art, P.E.
xc: CAMA Application Package
CF(P)
TMS/adh
c 1.TMS. Wheeler. Creek.Own.Itr
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT ♦ WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN ♦ CONSTRUCTION PLANS

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Individual applying for Permit: Onslow County Water Department
Wheeler Creek Waterline Extension
Address of Property: Wheeler Creek Road - Northside of Road - West of Creek
nea s erry, ns ow CoFnty, NC
(Lot or Street #, Street or Road, City & County)
Name and Address of Owner: Sam and Sandra Taylor, P.O. Box 845, Sneads Ferry, NC 28460
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development they
are proposing. A description of drawing, with dimensions, should be provided with this letter.
I have no objections to this proposal.
If you have objections to what is beingproposedl please write the Division of Coastal Management,
Hestron Plaza II, 151-B, Hwy. 24, Morehead City, NC, 28557 or call [phone] within 10 days
Of receipt of this notice. No response is considered the same as no objection if you have been
notified Certified Mail.
Signature Date
Print Name
Telephone Number With Area Code

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
January 31, 2003
CERTIFIED MAIL
Jamie G. Millis
1779 74th St. Ocean
Marathon FL 33050
RE: Onsiow County
Wheeler Creek Waterline Extension
Onslow County, NC
Dear Jamie G. Millis:
Onslow County has hired our Company to design a 4" Waterline Extension to connect
together existing dead end waterlines that are on each side of the bridge crossing Wheeler Creek
on Wheeler Creek Road, NCSR 1557.
In order to cross the Creek, we are proposing to bore under Wheeler Creek using the
Directional Drill Bore Method. This method keeps the disturbance to the creek area at a minimum.
We propose to bore under the creek, then on each side of the creek, install bends and route the
waterline back up to the road shoulder to tie to the existing water mains, using the Conventional
Trench Excavation Method.
The County has to apply for and receive a CAMA permit prior to construction. The enclosed
form is required by CAMA to notify the adjacent property Owners that a CAMA permit is being
requested. If you have any comments or objections, you may complete the form and return it to
CAMA. Also, please find enclosed a copy of the plan showing the design of the Waterline
Extension.
For your information, we are also applying for a DOT Right -Of -Way Encroachment Permit
and for a NCDENR Waterline Extensions Permit.
If you have any questions concerning this, you can call me at [phone].
Sincerely,
PARKER & ASSOCIATES, INC.
Timothy . St wart,
xc: CAMA Application Package
CF(P)
TMS/adh
c 1.TMS. Wheeler.Creek.Own.ltr
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Individual applying for Permit: Onslow County Water Department
Wheeler Creek Waterline Extension
Address of Property: Wheeler Creek Road - South side of Road - East and West of Creek
nea sFerry'
ns ow County, NC
(Lot or Street #, Street or Road, City & County)
Name and Address of Owner: Jamie G. Millis, 1779 74`h St. Ocean, Marathon, FL 33050
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development they
are proposing. A description of drawing, with dimensions, should be provided with this letter.
I have no objections to this proposal.
Ifyou have objections to what is beingproposed, please write the Division of Coastal Management,
Hestron Plaza II, 151-B, Hwy. 24, Morehead City, NC, 28557 or call [phone] within 10 days
Of receipt of this notice. No response is considered the same as no objection if you have been
notified Certified Mail.
Signature Date
Print Name
Telephone Number With Area Code

PARKER & ASSOCIATES, INC. in8 Hor�
5haP 2Ons
Consulting Engineers -Land Surveyors -Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
Mr. Ted Tyndall
The Division of Coastal Management
Hestron Plaza II
151-13 Hwy. 24
Morehead City, NC 28551
Dear Mr. Tyndall:
FEB 1 2 2003
February 11, 2003
RE: Onslow County
Wheeler Creek Waterline Extension
Please find enclosed a copy of the Certified Mail Return Receipts for each of the adjacent
Land Owners for the above referenced project.
If you have any questions or need any additional information, please call.
xc: Mr. Pete Deaver (w/enclosures)
CF(P)
TMS!adh
c LTM S.Tyndall. ltr.2.11.03
Sincerely,
PARKER & ASSOCIATES, INC.
,1
�{
Timothy �M�-St art, P.E.
ENVIRONMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

■ Complete items 1 and/or 2 for additional services.
■ Complete items 3, 4a, and 4b.
■ Print your name and address on the reverse of this form so that we can return this
card to you.
■Attach this form to the front of the mailpiece, or on the back if space does not
permit.
■Write'Return Receipt Requested'on the mailpiece below the article number.
■The Return Receipt will show to whom the article was delivered and the date
delivered.
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card to you.
■Attach this forth to the front of the mailpiece, or*on the back if space does not
permit.
■ Write'Retum Receipt Requested' on the mailpiece below the article number.
■The Return Receipt will show to whom the article was delivered and the date
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card to you.
■Attach this forth to the front of the mailpiece, or*on the back if space does not
permit.
■ Write'Retum Receipt Requested' on the mailpiece below the article number.
■The Return Receipt will show to whom the article was delivered and the date
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4a. Article Number d
7001 0320 OXI 0f43s %'.�
4b. Service Type
Registered ❑ Certified ¢
❑ Express Mail ❑ Insured c
Return Receipt for Merchandise ❑ COD
7. Date of Delivery 0
'o
9. Addressee's Address (Only i Y
and fee is paid) L
FEB - 6 2003~
102595-97-B-0179

` JJ&�
k T
i�
NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE.
TYPICAL BLOCK DETAILS
CONCRETE THRUST BLOCKING SCHEDULE
CONCRETE :3BE D
VERTICAL RENDSS
FITTING
SIZE
BLOCKING AREA (SQ. FT.)
MIN. CU. YD5. CONCRETE
MIN. CU. YDS.
CONCRETE
TEE
90'
46'
22 1/2'
TEE
90'
46'
22 1/2'
Vr
46'
22 1/2'
4'
0.6
1.2
0.7
0.3
0.15
0.13
0.13
0.13
0.7
0.4
0.3
6'
1.9
2.7
1.6
0.8
0.13
0.13
0.13
0.13
1.3
0A
0.5
5"
3.3
4.6
2.6
1.3
0.13
0.13
0.13
0.13
2.5
1.7
0A
10'
6.2
7.3
4.0
2.0
0.13
0.3
0.13
0.13
2.5
2.6
1.6
12'
7.6
10.6
6.9
2.1
0.3
0.4
0.3
0.13
5.G
4.0
2.1
1G'
13.3
15.9
10.2
6.2
0.5
0.9
0.4
0.13
9.5
7.1
3.7
15'
22.5
32.5
17.3
59
--
-
J
^
NOT€ Areas of blocking and approximate yards of concrete in the above table are bared on the
following data- 2000# soil pressure and test pressure at 150 p.s.i. (blocking area subject to
charge bared on varied soil condition and shall be done so at the direction of the Engineer).
IC)' Gravel -
Drive
10' Gruvc El��-tl
�- !hive
P n
EWM EWM - ---"
RGP ---- 41
1
r sting --
CHANNIaL-
TOPS
O
Fj U_ #67 STONE
A
SPLASH
APRON
CHANNEL
BOTTOM
TOP of PLAN VIEW
CHANNEL
1/2 D
_ G_
0�
I 1/2D
W - CHECK DAM WIDTH
D- DEPTH OF CHANNEL
din- MEDIAN DIAMETER OF STONE
6" rCHANNEL TOP-7 (o"
SECTION A -A -BOTTOM SECTION B-B
NOTE. GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS,
FORTIFIED ROCK CHECK DAM
Not to scale
10' Conc
Drive
i
Conc. HW
R/W_.r1oFt. EW a 15„ RGP PP
Existing--J
`- 411x21l
_ -y- p sphplt
_...._ d
.___---
To lliahway 112
EROSION AND SEDIMENTATION CONTROL NOTES:
I. Notify owner, Engineer and Onslow County Water Department
prior to beginning construction
2. Contractor shall install rock check dams and silt fence
prior to construction, in the locations shown on the plans
or as directed by County of 0nslow Inspector.
3. Rock check dams shall be placed in the roadside ditch on
both sides of storm drains or in outlet ditches to prevent
sediment from leaving the site.. Contractor will periodically
remove collected sediment and maintain rock check dam in
good working condition until all disturbed areas are stabilized.
4. All trenches shall be backfiiled, regraded, grassed, mulched
and restabilized as soon as practical to minimize erosion. All
areas shall be restabilized within 7 days of main installation.
Any areas that erode shall be regraded and regrassed. Any
sediment accumulating in the roadside ditches shall be
removed and ditches shall be regraded and regrassed.
5. Contractor shall keep all excavated dirt off of the existing
asphalt roads so as not to damage the road during cleanup.
Any damage to existing roads shall be repaired at contractor's
expense.
6. All disturbed shoulders shall be regraded and regrassed to
their original condition to the satisfaction of the Engineer
and / or Department of Transportation officials, if within D.O.T.
right-oF-way Sediment runoff into the adjacent roadside ditch
Shall be removed and the ditch shall be restored to its original
condition.
7. Contractor is responsible for maintaining all erosion control
measures and shall amend measures as regpired to prevent
accelerated erosion from taking place on this site.
8. Once areas have been stabilized, contractor is to remove
temporary erosion control measures, regrade, reseed and
remulch these areas as needed.
9. Seeding Specifications:
Apply lime and fertilizer and work into seed bed. Seed mixture
shall be distributed uniformly and covered with a clean straw
mulch. All mulch areas shall be crimped or tacked to stabilize.
Minimum material and application rotes are as follows:
Material Application Rate
Lime 1000 lbs./ac.
Fertilizer (10-I0-10) 800 lbs./ac.
"Rebel" Fescue 50 Ibs./ac.
Common Bermuda
(Unhulled Sept. I - April 1) 100 Ibs./ac.
(Hulled April I - Sept. 1) 75 Ibs./ac.
Rye Grain (Sept I - April I only) 50 Ibs./ac.
German Millet (April I - Sept. I only) 50 lbs./ac.
Mulch 1.5 tons/ac.
IU. If mulch and tack is insufficient to restabilize existing ditch
and / or banks, contractor shall install erosion fabric or other
devices to help re-establish gross.
I1. For additional information, see specifications and sedimentation
and erosion control approval letter
12. Any additional erosion and sedimentation measures necessary to
stabilize disturbed areas and return areas to its original or
better condition and to keep sediment from leaving the site
Shall be installed by the contractor. This includes additional
rock check dams, sediment traps, riprap or fabric stabilized
areas, etc.
PPS
EWM I
15
4' MIN.
"7 STONE
MOTE: BURLAP SHALL
NOT BE USED.
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH---
BACKFI LL -
CONTROL FABRIC
EROSION
`SILTATION
_
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE MESH
NOTE:
SPACING FOR WOODEN
POSTS SHALL BE:
1) 10 FEET MAXIMUM
WITH WIRE MESH
OR
2) (o FEET MAXIMUM
WITHOUT WIRE MESH
GROUND LINE
24" MIN.
EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
12'
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
Not to scale
NOTE:
TIE ALL EXISTING SERVICES CONNECTED
TO EXISTING 2" WATER TO PROPOSED
4" WATER MAIN. ABANDON EXISTING
2" WATER.
PROPOSED 4" WATER
2' FROM EXISTING
2" WATER
12' Conc. 12' Soil
Drive Drive End Existing
r 2" Water Mc
:C 0 - _ RCD 15 RC - _ - - _ EGV f
Existing 2" County Water
REMOVE EXISTING REDUCER
INSTALL 4" G.V.
EXTEND 4" WATER MAIN
I
WATER NOTES:
I. Potable Later supply to be by County of OnSIOw.
2. All construction within Department of Transportation
right-of-way shall be in accordance with N.C.D.O.T.
regpirernents. See D.O.T. encroachment agreement.
Contractor shall submit performance and indemnity
bond to Department of Transportation prior to
beginnira construction. D.O.T. officials shall be notified
48 hours prior to commencing work within D.D.T. rights -
of -way.
3. Locations and depths of existing utilities shown are
approximate only. Contractor is responsible for verifying
locations and depths of any utilities present. Contractor
is responsible for any damages he inflicts to existing utilities.
4. As of January 1, 1986, anyone digging with mechanized
egpipmcrit in highway right-of-way, private utility easements,
or publ c spaces will be respired by North Carolina law to
give na:ice of the proposed excavation to all existing area
utilities at least 2 working days before starting to dig. The
utility owner is to locate its facilities in the area of the
proposed excavation. Utility members of ULOCO can be
contacted at 1-800-632-4g49.
S. All water mains to be P.V.C. ASTM D-2241, ASTM D-1784,
ASTM D-1869, 200 P.S.I. pressure rating or ductile iron were
specified.
(o. Fire hydrants to be Mueller Centurion model A421 or
approved eapol.
7. Water r-)ains shall be buried with a minimum cover of 36-inches
unless -otherwise noted.
8. Water cnd sewer mains shall have proper separations. At water
and sewer crossings, the water main shall have 18 inches
separation above the sewer main or they shall be constructed
of ferrous material for a minimum of 10 feet each side of the crossing.
See specifications for further details.
9. Contractor to lay water mains at extra depth to avoid conflicts
with storm drainage or other facilities. See details.
10. Contractor shall notify the consulting Engineer and the Onslow County
Water Department at least 48 hours prior to commencing any work,
inspect,ons, sampling, and pressure tests.
11. Chlorination and pressure tests respired in the presence of the
certifying Engineer and the Onslow County Water Department.
12. Contractor shall furnish negative bacterial analysis results and
24 hou- chlorine residual results to the certifying Engineer.
13. Contractor shall maintain comprehensive (depth and horizontal
locations) field "As Builts" for all installations and submit them to
the Cc-tifying Engineer and the Onslow County Water Department.
14. AnythinGj disturbed shall be replaced to its original or better condition
to satisfaction of owner, Engineer, Department of Transportation
and County of Onslow.
15. Contractor has the option of pushing / boring uncosed main under
driveujoys or removing and replacing existing driveways and pipes to
original condition.
16. Contractor shall keep all work within D.O.T. right-of-way and not
disturb any property outside of right-of-way without property
owner'., permission.
Contractor shall coordinate with local utility companies to shore or
suppor+. existing power / phone poles and all appurtenances. This work
is to to included in the bid price.
15. Contractor shall install traffic control devices (lighted barricades,
cones, signs, and flagmen as respired) along all roadways affected by
Constriction per N.C.D.O.T. and County of Onslow Standards.
19. For otln.,-r detailed construction notes, see plans and specifications.
20. All installation materials and practices shall meet the County of
OnSIOw St.mdords.
WHEEI..,ER CREEK ROAD
N.C.S. R. 1557 - 601 R/ W
CAUTION
UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS
PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE
APPROXIMATE AND OTHER UTILITIES MAY EXIST IN THE VICINITY OF
THIS PROJECT WHICH ARE NOT SH0I,4N ON THESE PLANS.
PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE PROPER
NOTICE TO THE UTILITY COMPANIES LISTED BELOW IN CONFORMANCE
WITH THE "UNDERGROUND DAMAGE PREVENTION ACT" OF Ig85 AND THE
SPECIFICATIONS.
THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL ACTIONS
RESULTING FROM CONSTRUCTION IN THE VICINITY OF THIS PROJECT
AND BY ACCEPTING THESE PLANS AGREES TO HOLD THE OWNER AND
ENGINEER HARMLESS FROM ANY CLAIMS OR DAMAGES RESULTING FROM
THIS WORK.
POWER....................JONES-ONSLOW E.M.0 .............. .qlq-353-0110
POWER..............CAROLINA POWER AND LIGHT...........glq-346-1412
TELEPHONE.............CAROLINIA TELEPHONE ............ 1-800-632-4g4q
CABLE TV....................VISION CABLE........................ qlq-353-3500
CABLE TV....................FALCON CABLE .................. 1-800-685-7814
WATER..................CITY OF JACKSONVILLE ... ............. allal-455-2600
WATER....................COUNTY OF ONSLOW.................. gl9-455-0722
ULOCO............................ ........ 1-800-632-4014q
PRECAST CONCRETE COLLAR
(IF
NOT IN ASPHALT)
(IN
ASPHALT, VALVE BOX TO
MATCH ASPHALT GRADE)
I"
w
CAST IRON VALVE BOX
DEWEY BROS. VBX-TE-100
o
OR APPROVED EQUAL
U
CAST IRON GATE VALVE
TYPICAL GATE VALVE & BOX
Not to scale
REMOVE EXISTING
VALVE BOXES.
ABANDON 2" WATER
EOP FEN
Sign-/
"Bridge
J Warning„ .�
LEGEND:
ISF
- Iron Stake Found
IPF
- Iron Pipe Found
PKF
- PK Nail Found
CMF
- Concrete Monument Found
D.O.T.. - Deportment of Transportation
R/W
MON. - Right-of-way Monument
MNF
- Magnetic Nail Found
R/W
- Right-of-way
-
Centerline
EOP
- Edge of Pavement
PP
- Power Pole
PB
- Phone Box
GW
- Guy Wire
RCP
- Reinforced Concrete Pipe
CPP
- Corrugated Plastic Pipe
MB
- Mail box
WM
- Water Meter
GV
- Gate Valve
"
EGV
- Existing Gate Valve
EWM
- Existing Water Meter
a
RCD
- Rock Check Dam
115 L.F. 4" HDPE SDR q
DIRECTIONAL DRILL BORE.
STAY 5' MIN. OFF OF BRIDGE
WING WALLS AND 5' MIN.
JNDER CREEK BOTTOM.
Wooden -Heo
Headwall rF
ngs
5'
E irg "Wcigl
rid Limit
Sign
Gres "Bridge
Bottol\ Warning"
=3.22 s reek ---
Greek Bottom 45-
Bottom -2.32 1
-2.21 0' 1
NEA
-u
U
I,
1
\ I Now River �-
/I SITE/
Fulcher
' Landm
New lover ��, r1Ly�
o T
0
Vicinity Sketch
Not to scale
Appr .)x . locution
4' cr ain link fence
k,
Existing CL Ditch
Existing 4 Water ___
Existing To FulchFrs Landing -•-
"Adopt A Asphalt �
►linhi invRoad
4" PVC Water Wing Wall 4" PVC Water
with 3' cover
with 3' cover
Creek Bottom
Approx. Water Level
5' Min. Under r C eek Bottom
2-45' Bends
Transition J
HDPE to PVC
5' Min-] Transition-1
115 L.F. 4" HDPE SDR 9 HDPE to PVC
Directional Drill Bore
5' minimum under
creek bottom
BORE SECTION VIEW
Scale: 1"=20'
2-45' Bends
ijAR.KER & ASSOCIATES INC
C'C.)NSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS
P O. BOX 978 JACKSONVILLE NC 28541-0978
W ,A.TER PLAN
V /ATERLINE EXTENSIONS for
TO SERVE County of OnSlow
I/VHEELER CREEK ROAD
Onslow Co., North Carolina On5IOw County, North Carolina
Parker & Associates, Inc. =- --- 5HEE1 NO.
Consulting Engineers - Land Surveyors - Land Planners s���nB 8arlxO�s,`. 1 of 1
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540 D15K Acad IbO
Jacksonville, North Carolina Fll_ENAME
Phone [phone] - Fax [phone] Wheclr.r.,,w,l
DATE 01/24/03 SCALE I„=40' DRAWN 1.r1w DE51GNED TM5 JOB NO.
c:021 101 a�tlU