20031138 Ver 1_COMPLETE FILE_20030910

AAA
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
September 5, 2003
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
3?-
Mr. John R. Dorney 0? 1
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
ELCO Properties, LLC/Ron Eller
At the end of Gore's Landing Road, Adjacent to the AIWW, in Bent Tree Plantation, in
Brunswick County.
Proposes to build an eight-unit condominium complex and associated 10 slip, community
pier.
"Monsle cftP
sip t €j 200,;
NATRQWLpS?M
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 2, 2003. If you have any questions regarding the proposed project, please contact Ed Brooks at
910-395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr. state. nc. us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: ELCO Properties/Gore's Landing
2. LOCATION OF PROJECT SITE: At the end of Gore's Landing Road, adjacent to the AIWW, in
Bent Tree Plantation, in Brunswick County
Photo Index -2000 2-22: P, Q - 15, 16 1995:2-22: P, Q - 7, 8
State Plane Coordinates - X: 2234148 Y: 66279 Rover file # - S082719A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/27/03
Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received - cc: 7/14/03
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP -Transitional Area
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Boat facilities - Yes Residential - No
(D) Intended Use: Community/Private
(E) Wastewater Treatment: Existing - None
Planned - Septic System
(F) Type of Structures: Existing - None
Planned - Six Condo Units and Community Pier (10 Boat Slips)
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 840 sgft.
Coastal wetlands shaded
(B) Non-Vegetated Wetlands 3,804 sqft.
Open waters incorporated
(C) Other - Hi h round disturbance 69,696 s ft.
(D) Total Area Disturbed: 73,340 square feet (1.7 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Open
8. PROJECT SUMMARY: The applicant is proposing to build an eight-unit condominium complex
and associated 10 slip, community pier.
EL CO PROPERTIES LLC
Post Office Box 931 _ Davidson, NC 28036 Phone [phone]
Fax [phone]
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Attn. Caroline Bellis
Subject: Boat Slips for 1777 & 1779 Gores Landing Road
Dear Caroline:
Enclosed please find applications and all other information requested for the boat slips at
1777 & 1779 Gores Landing Road
Thank you for your help and guidance in this matter and I look forward to hearing from
you soon.
If you have any questions, please contact me at 704/895-2323 or 704/905-3691.
Since ours,
Ron Eller
ELCO Properties LLC
Enclosures
RFE/ske
PROJECT NARRATIVE
ELCO Properties will be constructing two (2) buildings with four (4)
private residential townhomes per building at 1777 and 1779 Gore's
Landing Road in the Bent Tree Subdivision.
We are requesting a permit for a pier with ten (10) boat slips for recreational
use for unit owners. Two (2) slips will be for use by owners and/or guests
with no overnight moorings and eight (8) slips will have one boat lift per
slip. These eight (8) slips will be assigned to the townhome unit deeds.
Pier to have 8' x 16' floating platform with a 12' x 12' fixed sitting area
at end of pier. Upkeep, maintenance and care of pier, slips and platform
will be the responsibility of the individual owners and the Homeowners'
Association. This will be covered in the Homeowners' Association Covenants
and Restrictions.
Following are the proposed dimensions (as shown on plans):
Pier: Approximately 235' long; 6' wide
Sitting Area: 12' x 12'
Slips: Five (5) slips on each side of 81x16' platform.
Slip opening - 12' x 24'
Floating Platform: 8' x 16'
Fingers: Four (4) 3.5' x 24'
Fixed Pier: From Slip #1 to Slip #10 - 6' x 122'
There will be no covered areas. Owners will be permitted to install one (1)
uncovered boat lift for their individual slips. The two slips adjacent to
the 8' x 16' platform will have no boat lifts.
All dimensional lumber used will be high grade and treated to adhere to
standards of county, state and federal requirements. Galvanized fasteners
will be used for all applications.
• fir.

Form DCht-!Y-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name ELCO PROPERTIES
b. City, town, community or landmark
BENT TREE PLANTATION
c. Street address or'secondwN road number
1777 GORE S LANDING RD.
177 GORE LXNDING RD.
d. Is proposed work within city limit or planning
jurisdiction? X Yes No
Address P. 0. BOX 931
City DAVIDSON State N. C.
Zip 28036 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name RON ELLER
P. 0. BOX 931
Address
City DAVIDSON State N. C.
Zip 28036 Day Pbone 704/895-2323
Fax [phone]
Project name (if any) GORE S LANDING
NOT-F.' Per.:l -W br imed in m~ of"mdo wrr(j), ad/,,
proXd raw.
2. LOCATION OF PROPOSED
PROJECT
a. County BRUNSWICK
Revised Qt"
e. Name of body of water nearest project (e.g. river,
creek, sound, bay)INTERCOASTAL WATERWAY
3. DESCRIP77ON AND PLANNED USE
OF PROPOSED PROTECT
a. List all developcmat activities you propose (e.g.
bulldkC a borne, motel, marina, bulkbead, pier, and
excavation aadlor filling activities.
CONSTRUCTION OF 2 BUILDINGS WITH
UNITS
PIER AND B A
b. Is the proposed activity maintenance of an existing
project, new work, or both? -NEW WORK
c. Will the project be for public, private or commercial
use! COMMERCIAL
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed. please =acb
additional pages. CONSTRUCT PIER WITH 10
SLIPS FOR RECREATIONAL USE FOR
UNIT OWNERS. 8 SLIPS TO HAVE ONE
BOAT LIFT PER SLIP AND 2 SLIPS FOR_
USE BY OWNERS AND/OR GUESTS WITH
NO OVERNIGHT MOORINGS. PIER TO HAVE
8'X16' PLATFORM WITH 12'X121 FIXED
AREA. PIER AND SLIPS TO BE 97LT
BY PROFESSIONAL CONTRACTOR.
Form DCM-MP-l
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 2.76 ACRES
b. Size of individual kit(s) 2.76 ACRES
c. Approximate elevation of tract above MHW or
NV& 8 FT.
d. Soil type(s) and texture(s) of tract
SANDY
e. Vegetation on tract GRASS
f. Man-made features now on tract NONE
g. What is the CAMA Land Use Plan land
classification of the site? (Camdi At loml lwrrt.picm)
Conservation Transitiowl
Developed X eo,mmity
Rural Other
h. How is the user zoned by local tovanwear
MULTI-FAMILY
i. Is the proposed project consistent with the applicable
zoning? _ X Yes No
Ma-A awakg sampEw-a r nifiewe, tlqpp&=b1,)
j. Has a professional archaeological assessment been
done for the tract? Yes x No
If yes, by wbom7
It. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
I Yes --X- No
1. Ate there wetlands on the site? , X Yes No
Coastal (marsh) __ Other
if yes, has a delineation been conducted?
(Anwh /onomm orhm, {/o?olablrJ
s.y.? w?rr
in. Describe existing wastewater treatment facilities.
n. Describe location and type of discharges to waters
of the sate. (For example, surface runoff, sanitary
wastewater, wdustriallcommercial effluent, "wash
down' and residential discharges.) N/A
o. Describe existing drinking water supply source.
COUNTY WATER SYSTEM
S. ADDITIONAL INFORMATION
In addition to the completed application form, th!
following items must be submitted:
• A copy of the decd (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan vwA
and cross-sectional drawings) drawn to sole in black
ink on an 8 1R' by I1' white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Plase note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's we of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

,_..?.
Form DCM-MP-1
site. include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and aompiete addresses of the
adjacent waterfront (riparian) iandownen and
signed return receipts as proof that such owns:
have received a copy of the application and plats
by certified null. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed prpjact to the Division of Coastal
Management. Upon ;signing this form, the applicant
further certifies that such notice has been provided.
Name TOAhM LYQNS WOOTEN
Address 12501 TRELAWN TERRACE
Phone =CHEVILLE, MD. 20721
Name JOHN H. GORE
Address 1721 GORE'S LANDING RD.
Phone OCEAN ISLE BEACH, NC 28469
Name
Address
Phone
• A list of previoas state or federal permits issued for
work on the project tact. Include permit members,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
spill ication.
• A signed AEC hamrd notice for projects in
oceanfront and inle areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. I13A - I to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I undert Land that any permit issued in response to that
application wUl allow only the development described is
the application. 'ne project will be subject to conditions
and restrictions contained to the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fac.,
grant permission to representatives of state and fade; al
review agencies w enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-tap monitoring of the
project.
I Rattler certify that the information provided in this
application is truthful to the best of my knowledge.
'IUis is the W day of -:DA .
Print Name RO F. ELLER /
Signatur L C%
lodo+nvr x AwAon_ed Ago-
Please indicate anacfiments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
? DCM MP-3 Upland Development
V' DCM MP-4 Structures Information
DCM W-5 Bridges and Culverts
- DCM MP-b Marina Development
NOTE. Please sign and dare each xwc)vnert in rw
mace provided at the bottom of each firm..
ReriNd 0JI95
Form DCNI-NIP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint'Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed RESIDENTIAL
TWO (2) BUILDINGS
b. Number of lots or parcels
ONE (1)
c. Density (give the number of residential units and the
units per acre) MULTI-FAMILY
4 UNITS PE]E
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
APPROXTMAT Y 1.60 ACRES
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted WEEK OF 6/23/03
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
CONCRETE AND ASPHALT
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0%
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted WEEK OF 6J23/03
i.
j•
k.
Describe proposed method of sewage disposal.
PRIVATE
Have the facilities described in Item i. above
received state or local approval? APPLIED FOR
(Attach appropriate documentation) WITH BRUNSWICK
COUNTY HEALTH DEPT.
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
N/A
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
PUBLIC
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
ELCO PIES GORE-S LANDING
App6cdat or Pro ect
signs u_re / w......
Date
Yes X No
Revised 03/95
i:orr.: DCM-NIP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all
h (1) NJ Commercial N/PCommuni N/A
i
P
'
ot
er sections of the Joint Application which relate to
h r
vate
-
(2) Number N/A
t
is proposed project. (3) Description of buoy

a. Dock(s) and/or Pier(s) (Color, inscription, size, anchor, etc.)

(1) - Commercial X Community _ Private N/A
(2) Number ONE (1)
(3) Length 235'
4 '
Width (4) Width of water body N/A
(o)
ger Piers _x Yes No ($) Distance buoy(s) to be placed beyond
shor
li
(i) Number 4 e
ne N/A
(ii) Length 24'
(iii) Width 3
5' f. Mooring structure (boatlift, mooring pilings, etc.)
.
(6) Platform(s) X Yes No (1) _, Commercial --2LCommuni
(2) Number ty -- Private
S
(i) Number -ONE (1) BOAT LIFTS
(3) Length
?4
(t) Length _16' (4) Width 12-
(iii)
width ?
(7) Number of slips proposed 10 g. Other (Give conplue description)
(8) Proximity of structure to adjacent riparian N/A
property lines 100'
(9) Width of water body 450' (APPROX. )
(10) Water depth at waterward end of pier at
MLW or NWL 4.5'
b. Boathouse (including covered lifts)
(1) __N VA Commercial N/A Private
(2) Length N/a

-
N/A
C;) Width

RTIES GORE'S LANDING
'
A
cant r
c. Groin (e o. wood sheeipile, etc.)
Si
(I) Number N/A gnature r-
(2) Length(s) N/A
_ Dat-
d. Brea}.-watrr (e.g. wood, sheeetpDe, etc.)
(1) Length N/A
(?) Average di
e from MHW, NWL or
N 2
wetlands NN// -
(3) Maximum G=ance beyond MHW, NWL or
wetlands N/A

Revised 03/9

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igraphy Date: February 2000
Legend
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gTES , 2 EAPROPERFf SEMENTS 1AND M~~INERRALOWAgTSIF APPLCAAPLICBBLE AAN~D COVENANTS
RECORDED IN THE BBUNSYIX COUNTY REGISTRY. 3 PROPERTY IS LOCATED ttJ A _AE FLOOD ZONE. '
R IRON RODS PLACER AT ALL CORNERS UNLESS OTHERWISE NOTED. RIPARIAN LINE ? jT z ~ w
5 PRDPEq TL - N.C.RE6YNRNIS OF ELLE "mac • 3.- fin'
6 EACH BOAT SLIP IS TO HAVE I UNCOVERED BOAT LIFT. R'.
7 THE DEPTH OF MEAN LILY WATER TS -1.9WA BASED ON INFORMATION OBTAINED FROM NAA. a W 1,9 ,.n.S 10
8 ALL ELEVA710115 ARE BASED ON NGND 29 DATUM. , .Ra 11
Y a
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THIS SURVEY REFLECTS THE RESULTS OF A NEW
AND UPDATED SURVEY OF THE PROPERTY SHOWN
COURSES AND DISTANCES MAY WHY MOM !i/ ?p PREVIOUS DATA OF RECORD.
DEPTH QF WATER AT MEAN LOW WATER'
A 2.0' MEAN LOW WATER BASED ON -0f0%h1,
B 4.5
I, JAMES R_ TOMPKINS A PROFESSIONAL LAND SURVEYOR \ C 4.$' 0 4.5
CERTIFY THAT THE RATIO OF PRECISION 6 IgQa?9 E 1.6e
AND THAT THIS MAP MEETS THE MINIMUM STANDARDS OF PRACTICE Tn~-L FOR LAND SURVEYING IN NORTH CAROLINA. W!° F 2.8'
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oy

GENERAL NOTES:
a) All construction to conform to NCDOT standards standards and specifications.
Concrete endwall standard drawings referred t eferred to fro~~ NCDOT
Roadway Standard Drawings, ~OOZ edition. on .
2) During installation of 60" CMP and 48" CMP d 48" CMP, follo~r manufacturer's fill and construction loading or
specifications for installation, backfill and stringent. Select backfill
AASHTO section ~6, whichr~ver is more stringent shall be placed to a heicht of i' above the cr ve the crown of the pip? and
com acted to 95~ standard roctor.
p p
31 before digging, call "one-call-center", i-800- i-800-632-4949 for locations
of any undrground utilities that may be encou be encountered during
construction. It is the contractor's respons s responsibility to verify the
location of any conflicting utilities and not 's and notif the en ineer. FROPOSEO 50' R.O.M. Y 9
i 5. 5
20 PAYEh4ENT
1, SMOULDER Pent S~+C'J! n« ~ I Tru
; , r ~ Jet ti
fi0' D A NAGS ESMT. . j F ti
1 CLASS I AIP-RAp IN TOE' ` . ~ DITCH fA' DEEP MITH ~ !SIDE
~ ~ ~ ~ ~ I I SLOPES ~ SYNTHETIC FILTEfl ~ 11~ td+/nl e' ~!r: !~tsM FAE9IC, AS CALLED FOA ON~LA~ ~ ` ti
~ y i ~ _ ~ I 1. ~ I
~ P 'P. @561f. ea. ~ RO (2) 60 C ( ) _ ~ ~ l
i2 ga. w/ TYPE COATING _ _ ~ ~ 1, " _ TYPK.J11 ~C11QN RfBBO"! PV~'f - ~
~ I 3 x i COARUGAI ~ WITH (2) ~ cLAS ? n: i { CLAS ? SIP-RAP APt='"N `--,---'-y 'L d~ W 12',p ~g"i
~ 1 MITERED ENC~ 31 "~TIONS i'~. i _ ~o ~ ~ ~ ~ 1 ~ WITH 1 STEP (6~ .f TOTAL)
I ,
~ ~ 1 ~ I 1
r i I i

_ I F~,~
_ ,F ~ _<< I ~ _ _ < -~C- .1 e..__ 4 ~ aNe t im-nr
~ 7- - -4-EX.O_ TGH~
{ ~c"!--~--- . t ~ a~ eo a~nv~
I f~ ___....,~y V--V--V -Y--Y--Y--V--Y f~R~'~3 PQ 1
I - _ - - - - _ 1 - --r - ~ _ _ G _ . - - -I- - - _ _ ' ~ - _ . , ~y;. It M. ~ .
I - ' - i 4 6 1 ~ _ 7 r r ~rn~ r.''
'J~ ' c ~cc+ I ' ~ -
_ _ _ -I
~ ~ 'F` _ ~ - _ - ~ ~?•n~
- - ~ r.~ l <<<
't_-~- i , ~ w c
1' % ' ~ i i i r i ; ~ r e~evM ~oe~ e ~ nw e r e.c., I «~k ro ~-r an4 r ao«~n
~ I I , I , € ~ I iI ~ ~
~ ~ 6 - / Y' ~ ~ ~ C 'urir+~*iw~• ' l"
, ~ SOP . A INFORCED CONCRETE E WALL ~
,~~T S fl, ~ 038. ?H F0 (?1 .~P ; ; f ,a : { h~ `r? ~ ~ ~ Ie0 O,.L DI; ..,~f LEF, , IDEj , 19 I ,
~ ~ I i ~ d ! I.... _ _r._.~..__._.V_...._~-.~_.~_____..._.._.~_J i ~ CLA 7s~ ~ RIP~~R,,t IPa ~ {~C ~ ~ •f SIDE SLOPES. SYNTHETYC F1LT~ER
1 : ' I ;DEEP ~tITH O.. : - ~ r AYMEP~T , DIT H ACTS AS DIVER~IOr~ f ASR~C INDERL
~ I ~ 1-- . . I 1 . 1 I , ~ NT L SLOPES ARE STABILIZED. PLACE BERM U I
i ~ ~ i I DRIP-RAF IN DITCH AT THIS MIME.
~ ~
~ ~ , t , ~ -,,,-,T ~..,~.t~ ~rrH ~ ~ .K CE_. OF DITCH
1 t GE ES NE OZ I
i _ _ ~.-r-,- ---r- _ , a ~ ~ ~ - t is - - _ _ _ F ~ ; -.r
. . .w - _ - - - - - - - ~ . - - i ~ ~ ~ t
- - - ~ 1 _ ,i t,, - - . # . . - - ~ 1 - _ ~ I _ - - -
7 RJ . 1 i - - - - - - - - _ ~ _ a I ~ ; - - 4 . . 1 - - -
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. } • 1 . . _ I 1 1 . i
- - ~ _ - , ~ ~ _ . - 1 _ ~ ~ . - _ _ _ - -
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. _i . . 1 s _ _ - - - - - - - - - - - . . - - - - . i - - _ _ - - - - - - - - - - _ _ - _ .
_ - - - - - - - ~ ~ ~ . . _ - ,~__,I__.. - - _ - f 2 1 _
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_ ~ _ - 1- - - - _ _ - - - _ t _ - - _ - - - _ - - - - - - - - - - - _ ~ t - - - - 1_: - - - - . . _ _ - - - - _ . _ 1-_
. ~ , ~ ! ~ f I ~ ' ~ .
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?1 _ _ - - _ _ _ - _ _ _ 2 s a --1a_ . • _ _ _ _ _ _ _ _ _ _ 1 J l 1
_ 1--J.-_. _ - _ . 1 r f _ /t.
r 1 . -y a _ _ _ _-~._._.d._._ - _ _ - - - _ _ - 1 i l - 1 . . • _ - _ ~ - _ _ - _ _ _ - _ _ _ _ . _ I-. _ _ _ - _ - _ _ _ - _ ~ 1 1 , _ y ~ I
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1 1 ~ . , - - - - - - - - - - - - - - - - _ j_ a _ _ - _ - _ _ - 1. _ - - - __L-
f ~ - - - - - - - - L1J _ - - - - - - - - ~ - r - ~ . - _ ? - - - - - _ y _ _ _ _ - _ _ L _ y -y x a
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~ - . - 1 . - ~ - - - - - - - - - - - - - - - - - - _ - - - , .
. - _ , i _ t 1- ~ _ ~ - - - - - - - - _ _ - _ _ - _ - - - - - t t .ZS I'll- ~ - - _ - - _ - - - ~ ,
- - - - - -
. _ _ . - - - - . .
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i------- - - - - - - - - - - - - ~ _ - _ t 1 - - - - - - - - - - - - - - - - - - - - - - - 5 ~ - - - - - ~ _ . y ~ ~
_ _ _ ~ ' m - - - - - -
- - - ~ r---. _ _ - - - _.._._.~----y_. _ _ _ h 1 . ~ 3
_ ~ . . . _ 1 - - t - - _ - - - - - - - - - - - i - - - - - _ - - - - - -
_ _ , a -i ~ _ _ - a- - - _ - - - t . - i -a-- _ - - _ _ - - _ - - - - _
~ ~ 1 { - a a ~ ~ _ _ - - - - - - - - - _ 1 - - - - - _ _ --t_ - - - - -
. . - a { ~ - - 1. - ~ $ _ - - - _ . - - - - - - - - - - - - ~ +L _ _ _ _ _ - _ _ ~ _
~ ~ a.___y_ _ 3 _ _ _ _ - - - _ z ,
_ _ _ _ _ _ - _ . - J - - - _ . 1 - _ . . . . - - _ - - - - - k . _ _ - - } i ..l
I ~ - - - - - - _ - _ - - - - - - - _ 1 / . i - _ m ao _ - - - r / ~ ~ ti
. . 1 ~ . 1 f _ _ _ _ _ _ _ 1. ~ . . . .r - _ _ _ _ _ _ _ . - r---~--a~ _~_.__~_.~___;..__._._.__~_-.rte-i _ _ _ 1_..- _ - - _ _ _ _ N._ _ _ .r. _ _ _ - - { _ _ . - - -
_ t- . . - . . a . e . - _ _ _ - .r.._ _ _-s.-..J-r._ _ _J-~'.- ~ _ - _ _ _ _
S ~ r 1 ! r r 1 ~ _ i _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ 1_L_ _ _ - . - _ _ _ _ - - w . it - - 4 .
{{yy . _ . - f._ _ . _ - - - _ _ - - - - - - _ t r . , _ - - - - = - -
_ - _ , - - - _ _ ~ t ..rr 8 - ttF1' -
_ - - _ i 1 . , . - - - - - - - - - - - - - - _ _ _ 1 . ; - - E t. - - , e-a _ _ - _ . _ _ _ ,
_ _ _ _ _ _ . _ . -r 1 _ - ~ _ - - = - - - - _ _ - - r i F ~ ~ - ( 1 ~ i ~ '
. - _ - 1 _ _ TT . ~ 1 1 ~ _ _ _ _ _ _ - - - - - _ _
? _ - . i _ - ~ ~ - . . _ - - _ r F A . _ _ _ _ - - - _ L i:: -3 - - - - - - - - - - - t1 ({~7 }nom' ~ - _...~.-~~Y-...~ -e-.-r-~-...- - _ _ - _ _ _ _ _ _ _ _ - 6 - . _ 6 r A= _ _ L - , t - 8~2 D - _ - - - - }
_ _ _ ~ . _ _ . 3. _ - _ 1 . - - - _ - - - - - - - e _ _ - _ _ _ . , T _ _ _ _ - _ - -
~ o~nn a+nn ~ n+on
1.-&00 - 2+00 3+00 4+00 5+00 b+uU ~TVV U~ VV .r•vv
NER/DEVELOPER. BENCH MARKS JOB NO. COUNTRY MEADOWS DRIVE
REVISIONS ENGINEER. OWNER/DEVE Ray H. Coble DESIGNEDOi/2?/03 BY -ALP
v1: Ma 24 2003 r Rhew E.-- Ray H. Co4 f M Road. 2706 Pineda] ggun ows Subdivision e
oncrete endwaus 238Jiuf _ine_ i1L 06 Pinedale Rd. DETAILED BY ALP
typicai section Greensboro. N McLeansville,NC-37.1--- (336) 282- ensboro, NC 27408 CHFCKED BY From rri inq Pvmt, 500' Cau}h ^s r'` ^ -
Rest Drive [phone] SCALE: 1 40 to Quails

GENERAL NOTES: I
1) All construction to conform to NCDOT stand ;DOT standards and specifications.
Concrete endwall standard drawings referr Roadway Standard Orawi~gs, 2002 edition. ~s referred to ~r°om NCDOT PRopoSEO 50' R,o.w.
edition.
2) Durin installation of (2) 60" CMP and 48" 4 " MP follow manufacturer's iP and 8 C ,
9 specifications for installation, backfill backfill and construction loading-or- ~ Pa NT s'
AASHTO section 26, whir:hever is more strip i 20 vE?~E lore stringent. Select backfill R ~~ar~A ~,r~>J
shall be placed to a height. of 1' above th SHOULDE v,t~t a _ - ~ above the crown of the pipe and
compacted to 95~ standrlyd proctor.
' SS AIP-AAP IN TOE • CLA I
3) Before digging, call " one-call-center", 1- inter", 1-800-632-1949 for locations olTCe ae• o~ MITH ~ SIC'E'
of an undr round utilities that ma be e SLOPES 6 S`!NT}'ETIC FILTEO ~~~'~n may be encountered during FABRIC, AS CALLED FOR OW PLAN ti ~ '
Y 9 Y construction. It is :he contractor's rep ,tor s responsibility to verify the
location of any conflicting utilities and lities and notif the en ineer. ~ Y 9 ,
1YPX~!. ~C11~I P1~'T
1~ 4i 1 i `~1 r
t ' T
5~~ ' 1 I ; ~E A w VAR 0' 0 100' ~ .0. IES 5 ~
~ ~aa m
I ~ ~ E~` ~ ~ \ ~ \ N
~ I I I (V / ~
-N- ~ I ~ I ~ T 77' 5' ~ ' ~ ~ i PAVEkENT YARI 2Q 0
i ~ SNQIJLOER er.e~ aolr,t ;un+a ~co n•-~„ i _ _ a „
F ~P. 46 C.M.P. _ 8 if _ _
f ~ , 9 / ~ ; 1~' a. w YPE "B" COATING ''r ~ s
~ ~ 2- '/3"z 1 "CORRUGATIONS '
+ ~ ~o,+ '_an~ E ' ~ ~a ~ r~ ~ ~ a Q it C ~ t ~ - ti
- ~'~,~~,~~W~ ~ i ,I CLA` x I RZP_9AP APRON ~
- ~ i i
_ ? i _ ~ ~ ~ ~ - - i 1~~ I ~ , ~ i
. 4 I 30 ' - _ _
_ _ ~ ~ 5'R. ' ~ ~ 3 ~ ~ ~
_ . _ _ _ , _ r ~ - - - - F -
- i i _ ~ ,j -F - .Q 1
~h i
_ i
10 t ~ S ~
1 0. 9
- .r-~a - - -w. - _ ~ r ,
_ . - ~ it ~ y.s-----_' - ~ . N
35 R. ~ ~
i ~ ~ ~ I I ~ \ I i I ~ II 1 ~ ~ ~
/ ° I s
i 1 i ~ ~ ~ ~ R~ ~ ~ .
i ~'ROP. CC~,~R J E. D .A~.~. FOR 4B" p~r;~~- Ch~~r'~UT
~ CDC1T STD. ~`sSB. i 1
CLA I RIP-RAC IN TOE DITCH fLF,FT SIDE) , 18°' (IN~,ET END R,LY~
f,~E~ 6~ITH 3: ! ~IGE SLOPES. SYNTHETIC FILTER _.1 ~
iFA6 IC UNDERLAYMENT. DITCH ACTS AS DIVERSION' i ~
R T ~ E M UN IL SLOPES AAE STABILIZED. PLACE ;P~,J Tic ~ NF 1 P'' (ATP RAP N H ~ ~ ~
Q .TO _ CI ~ CHEF CL. '~F DITCH I OITC AT THIS TIME. _ ~ ~ ~ ~
~ i
1 _ 1 - - - - - - - _ . _ . , ~ - ~ - _ - - _ , .'"a"te'""" - - ~ - - - - ~ ~ , _ ~ ~ .
_ _ - _ I - - - - - - - - - - - - - 1 - - - - - - - - - - - - - a _ - _ . - . a
~ 1 _ _ - - - - - _ - - - - - - -1- -1 . _ _ _ . _ 1 _.r _ _ _ - - - - ' r xc~~o a i~g ~ ~ - - _ __..1-- _ - _ - - _ _ - - i -
. _ - - _ ~ a ~ 5 _ - - _ - - - _ 2 . - - ~ t - - - _
. ,r _ - - - - T - - ~ - - _ _
. t• . ~ w„t. 4._.. . • - -
{ - _ ~ a 4... _ - _ - - - _ _ 1 - - _ _ _ _ _ ~ h _ _ _ . _ _ ~ ~
C\.r~ ~-------._J--1 1-..-1_. ..f + _ _ . - _ _ . _ f- - + t - - _ _ _ - - _ - - 1 . _ ~ _ _ # , _ ~ _ _ _ _ _ _
_ _ _ 1 I ! - _ _ _ _ _ _ _ - _ _ - _ _ 1 t ~ 1 ' - ~ - _ i ~
. _ - . , 1 - - - ~ ~ _ _ 1_ . . _ , _ _I 1 - _ - i - r - _ 1 ~ t ~ r• 1 . 1
, . ! - _ 1 x 1 _ - _ tl _ ice. - _ - ? - __-1 _ 111111 _ - - - ~r-
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REVISIONS ENGINEER: OWNER/DEVE INER/DEVELOPER: TEI ENCH MARKS JOB NO.'
TIJAM'S Ray H. Coble DESIGNEDOi/23/03 BY ALR 706 Pinedale Rd. DETAILED BY ALR Country Meadows u visim ?ensboro, NC 27408 CHECKED BY
Revision 1: May 24, 2003 1b_er_t L,__Rhe_w._PJ.C. Ray H. D
2706 Pineda Concrete_endw_a}~s,_. _i2348__Hu_f_f_ine_.M.iI I Road__ _
typical section Greensboro, I From 300' West of Country Ma r~cw,
_ `McLeaasville__NC_27_0 (336) 282- [phone] SCAC : 1" = 40' to Cul-de-sac. -

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