20010530 Ver 1_COMPLETE FILE_20010410

Development Type FEE DCM % DWQ %
143001601435100093 1625 6253 243001602 435100095 2341
1. Private, non-commercial
development that does not involve $250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100%($250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
111(B): For public or commercial
development, if General water Quality $400 100%(S400) 0%(SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%($240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more
than one acre of wetlands and/or $475 60%($285) 40%($190)
(5190)
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Dockside Partnership
2. LOCATION OF PROJECT SITE: Adjacent to Harbor Channel at 104 South 3" Street in Morehead
City. This is approximately 350' west of the NC State Ports Authority property.
Photo Index - 2000: #526, grid M-18,19 1995: #528, grid C-21,22
State Plane Coordinates - X: 2689800 Y: 360400 GPS #L030615A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Oct. 1999; 3/06/01
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received - cc: March 09, 2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP - Developed/Conservation
(B) AEC Involved: CS
(C) Water Dependent: No
(D) Intended Use: Multi-Family Residential
(E) Wastewater Treatment: Existing - Municipal
Planned - Connection
(F) Type of Structures: Existing - Condominiums under construction
Planned - Condominiums
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other
High Ground 1.6 acres
(D) Total Area Disturbed: 1.6 acres
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No

8. PROJECT SUMMARY: Applicant proposes to construct 22 residential condominium units in two
buildings, adjacent to Harbor Channel in Morehead City.
FIELD INVESTIGATION REPORT
Dockside Partnership
Page 02
9. NARRATIVE DESCRIPTION:
The project site is located approximately 350' west of the NC State Ports Authority in the
Town of Morehead City. This is the site of the old Jefferson Motel, adjacent to Harbor
Channel, at 104 S. V Street. The motel has recently been demolished. The applicant
proposed a 6 unit condominium complex in 1999, and was issued Minor CAMA Permit #48-
99 for this development. The project at that time was to disturb .83 acres of land, resulting
in 29.7% impervious area within 75' of the shore. Since then, the proposal has grown to
include 18 more units in a second building, on the street side of the project. This increases
the disturbed area to 1.6 acres, necessitating a Stormwater Plan, a Sedimentation/Erosion
Control Plan, and a CAMA Major Permit. The initial phase of the development is ongoing,
and nearing completion.
The project is an area of the city occupied with commercial ventures, multi-family complexes,
and industry, with town docks along the waterfront. The property is serviced by municipal
water and sewer services, and this development would tie into those systems. The tract is 1.6
acres in size, averaging +6.5' msl. Currently, because of the recent development, the past
development, and demolition, the site has little vegetation. The surface is sandy soils and
gravel. The Town of Morehead City Land Use Plan classifies this area as Developed, with all
AEC's classified as Conservation. The waters of Harbor Channel are classified SC by the
DWQ; the area is not designated Primary Nursery by the DMF; and the area is closed to the
taking of shellfish for consumption. All development in this proposal is landward of the
Town's 12' brick boardwalk. The property is stabilized with a concrete bulkhead. A
Sedimentation/Erosion Control Plan and a Stormwater Management Plan were both
submitted on January 22, 2001.
The proposal is to grade the entire 1.6 acres for the development of two condominium
complexes, necessary parking, utility connections, stormwater infiltration system, and a
swimming pool. The stormwater system will consist of an infiltration trench along Arendell
Street and an infiltration pipe system 30' from the southern property line parallel to Harbor
Channel. Two inlets will be connected to the pipe system within the 30' buffer from the
water. Three smaller sand filter systems will be located along the eastern property line,
under the parking area, and east of the pool. The development within 75' of the water has
been reduced from the original proposal to 29.3%, with an overall lot impervious of 67%.
This represents an 8% reduction in impervious area from the former development.
The required parking for this development includes parking for the adjacent marina. Sixty
eight spaces are required, and 70 are provided. The proposed pool will be located along the
western property line, midway between the bulkhead and Arendell Street. There is to be a
concrete curtain and lounging area around the pool. A 5' concrete sidewalk is proposed from
this community area to the existing boardwalk along the water's edge. A wooden privacy
fence is proposed along the western property line in the area of the pool. The condominium
units along the water are to be 3 stories in elevation, while the units along Arendell Street
will be 4 stories.
Dockside Partnership
Page 03
10. ANTICIPATED IMPACTS:
As proposed, this development will cause the grading disturbance of the entire 1.6 acres of
the property. The end result will be a multi-family residential complex with a total
impervious area of 67%, with 29.3% of that located within 75' of Harbor Channel. The site
was previously disturbed, and developed for a similar use. All docking facilities currently
exist, and there is no work proposed within the water. Because of the buffer between the
proposal and the water, the potential for sediment moving into Harbor Channel is minimal.
The use is consistent with the area.
T. Barrett ' March 9, 2001 Morehead City
Form DCM-MP-1
APPLICATION
FEB 1 G 20101
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
b. City, town, comuneni _o
y
c. Street address or secondary road number
10'-1 S. 3r ck S1YCe-f
Name P oak s i de I'6-,r1ne-v4) i p
Address P• O. 13o Y, X05 0
City More. eoA (11 i State C
Zip 2. S 5 5 -] Day Phone Z5 Z- 12$ -y 19 1
Fax 1-5Z-"72$-x{192
b. Authorized Agent: `
Name 5*co"a PA 'nee-r?A! , A ,
Address 151-A N.C Hv -L4
City 1 6MVXe.oA C- I T State N ?.
Zip Z$s51 Day Phone [phone] °I
Fax 25 Z - Z-4-1-4 09 $
c. Project name (if any) A+I0.nfi C 4014-b Or
CcyndoM'Irl?umS
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. , County Ca. r•+ e r-et
d. Is proposed work within city limits or planning
. jurisdiction? X 'Yes No
e. Name of body of water nearest project (e. . river,
creek, sound, bay) Ha,r-b0e Cho?nvi
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Conbtrvc?I_on of ?GSidevli;a.1
__ Condotv?iv?,nng j12001, O-Ack reak;e reo?
P a?IC?no. Anot r?Y`i Je_ grQq
b. Is the proposed activity maintenance of an existing
project, new work, or both? hew work.
c. Will the project be for ublic, private or commercial
use? o r; v o. e
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.- C e nstr%A a -i on o f LL-
re & \clcA+?ok ooAcL*vt;n;um4 0 1pook and
reou.?r'e. Darkinq
-_1A_si0.llc???on off` war- o-4 sewer`
serve ce s ; nClkd?na ex. s-F?nv, ?a?e,r
1? e P- -t.+ e- V-,
-' Con s'1Y'?C'?i 0 r1 a'F 6?crwnW a'kr'
?rea-lvher?+ svstew. Ar\d d .?ra?naae
i nnD r0 Jew?.,1? c
Rev6ed 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract I . (0 0 'N C
b. Size of individual lot(s) _Y% A
c. Approximate elevation of tract above MHW or
NWL (0.5
m. Describe existing wastewater treatment facilities.
Y) ohe ux.'t ? /1 o n 5% 1 e_
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
s%A - 6.6 rwncff
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water siipply source.
k,ator*c 1 0,4 Savlau Q+^d ooarse-)canny Town of t'`?rCl?leo,?, C%' ?Y
Soy S
e. Vegetation on tract _Mt/\Imo.l crass
f. Man-made features now on tract F ha s e. 1
eOVNA#vy'? ni A. 01 Wj\ %A 3 1-- G
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
X _ Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
PD
i. • Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j -
Has a professional
done for the tract?
If yes, by whom? .
k. • Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property? .
Yes X_ No
1. Are there wetlands on the site? Yes _L No
Coastal (marsh) • Other .
If yes, has a delineation been conducted?
(Attach documentation, if available)
archaeological assessment been
Yes )_ No
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (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 view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies wi11 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 use 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
Revised Oil"
Form DCM-MP-1

site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERNIISSION
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
DockS;de_ Co?40M"A??.rns I+oA
Name C/ o C.A, Cofer, Pres',alen+
Address P.o, Oo x 2219 , A*1,wr4, e (3eaah. NC Z85I2
Phone Z52- 24'1-yy22
Lee wo,ro( ko,rboe- 40A
Name of , I)c,y,cA 5c?11r i'rei,Aen?
Address !-}g U-? M;Il;keh Close Nor+h,W .ISon,NC 2189(0
Phone 2 5 Z - 29 1- Z t4G to
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
O CA*A Minor DeveloemeA-+ Perwv',i * 4S-91
issL?Ieo +o 90oks"d'e.PQr+r\ersk'??p b,, M\FC/001M
o,•\ Nov. I (D) 1999.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 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.
TO ENTER ON LAND
I understand that any permit issued in response to this
application wi11 allow only the development described in
the application. The project wi11 be subject to conditions
and restrictions contained in 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 fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of FE?3 o I
I7ocks.d? Pa??ner-shy P
Print Name Rob rt W, Gr; F ,
Signature
lnndowner r Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
?C DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
U..,.,e.! Allftr
Form DCM-MP-3
UPLAND
DEVELOPMENT
FED ? G 2001
(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 iwo (Z, b%Ai 1o(i nos
eo?iro,?nine, 22 res.den ;o.l aondon?;n.ums
v+?+v'1 po cwv rtr? Po.r „n o,
b. Number of lots or parcels
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 74.eiv &.e Z2.3-00
i. Describe proposed method of sewage disposal.
Mvw% 2112 sewer sero?Ce.
c. Density (give the nuAer of residential units and the
units per acre) 22 wni'is
MIS / o.e r• e.
Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1-(00 aeres
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 Tan, .W„ t 22?2.oo
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asohalf ar- Co,nWrf--?e
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. 2 9 , 3 ole
j. Have the facilities described in Item i. above
received state or oc approval? N1 eS
(Attach appropriate documentation)
k. 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).
sVkr-.P0-0_ e rt,",rt of f
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
my%A? e%RM 1 wok:ke-C g vs?ev?
Yes X No
m. Will water be impounded?
If yes, how many acres? _
If the project is a oceanfront developme t, when
was the lot(s) platted and recorded? ro,
Po o je_ s l A e- Pcar n er'sh 4 P
_90barl 1 + Grp ? -?
A li t r Pro' ct Natt?e
Signature Z??F /O 1
Date
Revised 03/95

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~ r~ ,~-r-r_~ r PROPERTY LINE. I ~ '~e~.r, ~;~~-;r~ ; ~ r'~~{~.:~r ~ . '
~ ~ ~ , r .H ~ ~ 1 7
. i . . ~ ~ ~ y' I~ . _ S ~ ~ >'.~~r i ~ . _ ' r , ~~s ~ ~
t 9.' i~ , ~ , # 1,$ 1~T r 18 .k ~ r L ~
' 'x,11 ~'I .'j . ~ 't ~r . ~ I
1~t ~ O ~ `i f A~ L'.t fir. ~ i ~ ~ , ! ! ~
~ i~ POOL ~ .~.A .6, ;CURB. Iy~, I , o. 2.~Oti - -
n ~ ~ ~ • ,f'.'. t fi~ ~ ~ . i. C ~ ~ 1 ~i ~ '~~~'r't3:t~- ~:g~ , !
. ~ ~ r ~ t iV~"I.'M' U~II~' ~11$'TI~fCt)~tlf~)~ . 5. . krS~~~o ~
~ ~ ,fir ~~t ~ ' . GARA6L ' t-CAp '~.~e ~ t 10 ~ GARAGE ;
q r. p ~ - - .l:~ti ,~~1~, r CtMO ft0~tlt~f. ~T P. ~ • _ .i ~ 1 ~ 11
C N85 5q 31 r ' l ' . , o ' ~ ! r~ ~ + SITE DATA:
CP F.~4R.~ .3N 'I.. ~h, N ~ ~ t 12 TOTAL TRACT AREA = 1.60 ACRES
i .,f1~0' R MA''LAI ~ ~8. 'TA'P. ,~T ~ :6 r l la, _ 6 x. ; . 1' , _I • 1 CAR ~6, I ~ PHASE I AREA = 0.95 ACRES
i ~ 1 I~ N I ~ ~ ~ ~ . ~ ~ ~ ~ : •'r ' " ~ '~}N GARAGE I . . ~ it ..~:I ~ ~ ` ~ PHASE AREA = 0.65 ACRES
s I r 5~i r;+ i r I 15.tq' oi. I i ~5~ ~ ~ i 13 _ , _ 20.00 ~ t ~ a~ N/F
;r:~ i ~ ~ . _ CONCRET ~ ~~a- 6,4',x; ~;~;~,^-.r I LEEWARD >~ARBOUR ZONEC = PD CONCRETE S. I ~ ~ FL D ZONE = A7 (EL 8 1 ...~WALK,TYP. ~ Ir.;„,.;,1;~.~ ? .
i .CANC. . ~'~~•t• ~~WALK,TY ~ ~ ,•.,;~~~~a ! 14 ~ PANEL 370048 005 B REVISED 10/18/83
' ~1:'UEL ~ L"`,~ I E X . VENT PIPES ' ~ ~ . 9 8 i~:~ ,~;1-CAR 56 ' 8' TOTAL N0. OF UNITS -
~ TC BE RELOCATED) ~ ~ i ~'~""~"'"`.6 ~ GURE3 ~ '~`~;N GARAGE ~ I ~FYP, ~ N~ ~ - CLOSE EXISTING DRIVEWAr,
• ~i ~ I ' ~ I 15 ~ AOD CURB AND GUTTER TO SETBACKS: i~.-,.;?~':°.°--.' ! MATCH EXISTING. REPAIR FRONT 10
i i Ol~~, i .f.. I ~I';,1.- I "f C~; T ! ~ RAP , ~ PAVEMENT AS NECESSARY E C 16
- r ~Y:-~ lar ~+:'7ui I OI 1y :d ~ SIDE 10' o ~4~;:
11 110 , 1-cAR 4.ss • o, TRANSFORMER ~ ,Ir~.~ I , i r~.'tN GARAGE r ~ o o' A ~ FAR ~
i~ ' ' a~ NI ; ,~a I I I kIN~ REQUIRED' 1, ~ TWO SPACES PER UNiT = 44 SPACES
r- :~~EL~ I -i 1. :zo.oo~ I o I I~3 ~~x ~ r r MARINA PARKING = 20 SPACES
` 6~ i ` j I oG -L_ r '~r i ~ ~1~~ I ~ R I' T~ _ ~,dERF~Ow PE 6 ~NI 4 SPA~ES
K E 1 h mwws.l~ , t`"i ~1~ 1-CAR ~ I or ~ti--~~~:7 i 18 1 TOTAL PEOUiRED = 68 SPACES a ! _t
PARTNERSHIP ~ ~ I IN s6 c i GARAGE I o+ OB X25 PG 355 r- " I ~~,,JN I I NI i PARKING PROVIDED:
MB 1OM PG 93 ~ i ~ + I t 19 ~ PARKING ;PACES = 48 SPACES +
TPN 638620819013 ~ I '`-is:~ -'i~;,`~l ' I~2' ~,,erzo,oo I W ~ ~ - ti ~ ~ PARKING UNDER BUILDINGS_ 22 SPACES ~ n _ IuTA~ ~ARK[NG PROv1DED 70 SPACES
_ ~ x , C~'~d-------t.- L.r~ ;I O 7 F - I
I-, ~-~-i • ~ I of ~'I N i c of i..~:~_..• I
i I~, 1-CAR ~ __-a~-_~~-~-- _ ~ P'' ~ i la GARAGE N. S6 I ~ 7 , i ~ 2 w
o a I IN 5 AE AEC-
~ ~ I r''>s r ~ I i5.4 I ~ ~ I
p ° 1 4-.x_56 - i"~.. .~'.:r Z ' i of t , + ~ 22 ~ ~ ~ENERn~ tvu E~:
m . ' ~ I o+ I N f I ~ / h Nfl Wf'~I ANA`. FX i ~T f~N S I TF
~ GRASSED LAWN AREA I ~ ~ v 1 WNARA ! O E ~ 23
r I ~'tn 21; Orx~.. ~ o
1 CONRETE O 24 t
P,~ I -f~j PAT 10, TYP. t'd ~
r . 4 I. -
i _ - - - _ r 25 tHC) ~ REVISIONS i 1
~ u -.--.~_~~~,~i' ~ No. 8Y DATE DESCRiPiION f ~
N04°05 29 E ~ . ~U~;fC A , 30.13 ~ ~ ~ ri- r KAB 3iBia UT/UflES t ~ 26 { HC 1EX. 18" RCP ~ ' ~ X.
- ~ z srq~riw,~r~ R,~4NaGEM~Nfi~A % ~ - -.-~~~E~F' E r APG 3/9/01 CAUA REVIEW catCH
ko vrrE,rr,~~ • , ~'A5,~' f BASIN
r_
r , , I . + I ~ _I _ ~ i 1- ~ r 1---+ a ` . i_EGEND EX. 18" RCP ~ _
- _ ~ t r ~ 't r i - ' ~ + ice. _ ~ ~ -r AEC AREA OF ENVIRONMENTAL. CONCERN ~ I Tf PLAN
f.-.~ 1 ~ ~ 7'-~ . 1 r ~ CP _r. + - : ~ ~ ~ , - C & G CURB AND GUTTER ~ ~ i+ { , * 1-~ I CP COMPUTED POINT
N06o ~ - ~+-~-s- -I- - ~ ~ y 6w '~_t - EX. STORM DRAIN E!n EX. IRON ROD
p 169.0 ± ~ ~ ~ OUTLET TO SOUND ~ EIP EX. IRON PIPE EX. EXISTING
~ Hi; HANO[CAPPED -UNITS ~ - Z2 - GP - - _ MBL MINIMUM BUILDING L[NE
aHE ovERHEAD ELECTRIC MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
EX. C0~ BULKHEI EX. CONCRETE PP POWER POLE BULKHEAD RCP REINFORCED CONCRETE PIPE ('R FF TH DESIGNED
R/w RIGHT of WAY CI.IENT~ BO8 ~ I I
T7"P. TYPICAL C;/Q KEN BURNETTE. RQ~ V.G. VALLEY GUTTER DRAWN
ADDRESS 32O SALTER PATH ROAD
rnurocTC cuocarc Pi~l~ t(~Ifll I Cuf1RGC. NI 7A~i17 KP~
nAnoun VnAmmL { VVI\V11C IL JUIII M~.L I 11\L. 1\1\VLL ..1I1 V111.. 1\V Lv./ ~ CHECKED:
(CLASS SC) PHONE: (252 ) 726-5387 RDC
ASPHALT SURFACE
APPROVED' . STROUD ENGINEERING, P.A.
' 10' 20' 401 20 p SHEET • 1 OF 5 RDC • 151-A NC HIGHWAY 24 M
MOREHEAD CITY, N.C. 28557 DATE:
!2 47-747 1122101 I 0
x PROJECT PM 1034 SCALE: 1" ~ 20' v~ SCALE: -
f ~EBN FILE 1034\construct.dgn R NALD D.CULL,IPHER P.E. 1 20'

- , ~i ~ ~ Y-
, p~. ' i _
'
~'i~ ~~w_ ~w - ~ r,
,,..C..,
- - ~,k;e - . y~
} - ~ _ r:y,
~ - Z
~ ~ .K~ ~ - - ~ -1 H-- 11 ~ 5:. -1 F- .r D MH 1 37.5 LF 6" DIP SEWER
_ -1 F- ~ J `-1 ~ _ 1 RIM EL• = 7.24 SERVICE @ 1.0
ti < q'yt, . W INV• IN EL•= 1.58
~ f STORMWATER INFILTRATION SYSTEM 1 ` - - ~ ~ _ S INV, IN EL.= 1.58 EX. MH - NE INV. OUT EL.= 1.48 RIM Et. - 6.79 ~ /
' SEWER iNV. INFILTRATION TRENCH ~ _ _ _ ATER LINE fR LINE BENCH EL. = 1.03 - - ~ _ _ INV. EL• = 0.77
E~, .3,91 223 LF TOTAL LENGTH GRATE EL.- 7.50 J - ~k:. 238.5 LF 6 DIP SEWER _ NEW INV• EL.= 1.10 ~
w - SERV 1 CE @ 1. D y. 4" CAP ~ TAPf ~r ' CAP ~ TAPPED 2" ~ ` - - (CORE AND BOOT MH ) _'I 1-- ~
2 G M
~ 2 -i F- EX. 8" a
7.50 , 4 W 2 f rn ,~b5 54' ~ 31 2 P. B, 0. SEWER EXI• MH y d .l n
260. OU
~ co o , m . ~
w ~ 16 ~Ti£R ~ ,
at. !t~ OPEN CUT AS REQUIRED
rn co cv ~ x y Yi:/ IM1 114
4 ! Il ~ s ~ ~vr x y
. , . S85 51 13 E o w u .a,~ _ o z 70 SF PAT10 ` FH _ I
1 01 o a w _ ~ 1g 2D a ~ ITYP. REAR UNITSf _ ` SITE DATA
p I ~ ~.:;a I 15 16 - - TOTAL TRACT AREA = 1.60 AC
- MAINTAIN i8" VERTICAL PHASE 1 AREA = 0.95 AC
w I I 1-CAR I I i r i SEPARATION BETWEEN PHASE 1 ! AREA = 0.65 AC
I I I i t 7 8 1 i 4" PVC WATER LINE AND 1 e ;a.~G I 6 DIP SEWER SERVICE
, ~ GAAAGE I 21 22 I t-CAR 1-CAR I I I r---__- I ~ I GARAGE GARAGE + I _ I FF= 8.6 bIISL ~ I ' I - ' II~PERYIOUS AREA SUMMARY I , ~ r-_---- 4„ PVC WATER ~
>a" ! CO I~ 1 7 18 I 1 CAR 1-CAR ~ I ~ , ` GARAGE GARAGE 1 ' O r- 8.00 I 1- R ? , I ' 2
o ~ ~K I 13 14 CA t -CAR -CAR , ~ SERV ICE L iNE T PROPOSED sF
` 8.00 GARAGE GARAGE I ;f,~ Y° V' 8.00 9 V ~ M 8.00 1 RAGE ~ ~ ~ 9 10 r 1-CAR 184.5 LF 6" PI/C SEWER
Z ri ~ - 8.00 ~ t.:. . ~t + ARAGE 3 ~ BUILDINGS• G SERVICE @ 1.01 y. I _ UNITS 1-6 6T67
36 ~ 3T 2-CAR ~1~ y r~` ~ ~ - _ 8.00. B.OO 'I t j. t~ B.OO:~ 1 ~ I UN RS 9-22 10914
GARAGE 38 39 _ _ 8. DO 4 a1 ~ I ; - ~ PAT 105/WALK.
54 NSF ~ ~ 40 2 CAR ~ ~ iN ' i'`~ ~ 5' f i WALK ~i GARAGE ;;i 41 42 4 `I x 2-CAR o ,J 7. bo 3 ~ ~ :7~ Q T I
~ N55 30W ~ ~ " GARAGE ,~ri 44 45 i 46 ~ ; r ; PATIO WALk 46 ~ , 5 I
~ 7.60 ~ 1 2- 19.02 ~ i ~ 2-CAR U UNIT 1 160 100 = 260 GARAGE i > I ~ UNIT 2 134 82 216
82 SF WALK - 7.60 1.60 i I I ~ (TYP. FRONT UNITSI ~i I ~ 41 UNIT 3 134 82 = 216
7:53 t07 SF WALK X (TYP. REAR UN 1 TS) ~ 4 - T.60 u 6 UNIT 4 t3 82 - 216 cal UNIT 5 134 82 = 216
7.50 ~,r~°~ •T - UNIT 6 134 92 = 216
, ` p ~ 7.4U X w I UNITS 7-8 70 1;7 = 117
' ~ DROP INLET - 1 301•Zp1 3O 20 ,1Q 40 ,9~ 6~ 1~ 0 ~ UNITS 9-10 N/A 82 - 62 ~,.^1• 1• 1 r6 6• r4.~foa STORMWATER SAND f1LTER SYSTEM 2 UNITS 11-12 70 107 = t77
a STORMWATER SAND FILTER SYSTEM 1A 'I ~ GRAT - ~ - - - _ - N 7.30 r 1 LF W/ PV T P 0 6 C COLLEC I N P 5 0 [E _ „ UNITS 13-14 N/A 82 = 82 - - _ g ~ I 24 LF W/ 6 DIP COLLECTION PIPE uN[rs 15-16 7D 10~ = 177
V IN - 4.15 _ - E 1 NV. OUT= 4.00 TOC ~ 6.30 ~ UNITS 17-18 N/A 92 = 82
3 5 34 7. ~ 33 7.2o i ~ r~ _ 53 ~o ~ j UNITS 19-20 70 107 = 177 3 ~ ~ _ o CUT EX C d G T uNtTS 21-22 N/A s4 54
7. t3 i i,,. ~ i ~ 26 i 1 , ; TOC ~r ` y:r'y 25 ' a TOC 7.55 AND INSTALL
" , , _ TOC - i 7.53 F, I - - SU8 TOTAL - 2346 36" V.G. STORM DRAINAGE JUNCTION BOX Toc s 1 ACCESS COVER EL = 7.00
7.46 7.00," J .A 7.34., T•pp ~ N ]NV. IN EL. = 3.80
I I PARh1NG/DRIVE: 20522
,x. , ~ ~ s, tip' toC ~ ,n. $ HDPE o 0, I ~ r ~ Tac TOC J 3 , ;sr,~.F~ : ~ 4, 7.21 6.72 . a W c ~ , ~ . . 7.49,7.13 r. OC P , ~ WIN IN EL - 3.72 0 i), 3 i' " 1 ~ - POOL AREA: 2692 S ]NV. OUT EL. - 3.53
T ~ 5' WALK: 921
~~3 N .r4 J,~. ~ ~ I~ 'a T(~ I u n n n I ~~7•'~ i.50 C + 6 X 6 X 4 X 4 CROSS
,~;x ~ ~a.r~! d~~ `,Y TOC 6 PVC AT ~ 3 ~ 2 ~ , ~ E ut ~p `~~~'y,'~'r 1.33 , ~ C 3 I ~ I:`:~ a j C2) 4 GATE VALVES EXISTING ITO REMAIN) SF i. I ~ II~~~~ -
•00 vl. `~`------I ~ - ' 'I' ry~- ~ 12' kALK: 2028 7.6 :~a i
ROOL. .~b~? ~ ~ , , 7.00 30 ~n ~,--~7'6 ~ ' .ET ~.n N I ~ v 45 a I ~ 6 G Y , 1• ti ,~o ~ I u "`°+"~>F•- OPEN CUT AND ~ - ~
~ d ~ . ,1 I TOC TOC "c " ; _ REPAIR PAVEMENT - - _ . _'1- TOTAL ¦ X6252 SF
~ - `p :56~ ~ ~ ~ 1.93 .~,,e~ r ? ~=w ~ ~ ,x ~ ~ 5 ~ + 1.93 + ~ + + , ~ ~ 4 PVC WATER
i~' 1~. , ~ > t4 1.10' ~ .gyp ~ _ 7.41 ;~x'~r > -sew I ARC n , ~fRVICE I.iNEI + ~
' ~ ~ ~ 11 1 6" X 6" TAPPING RE-0EYElOP1ENT DATA
• d M - ~ ~ I I + CONC#tE TE V AUL T ~ i h TAINING DOUBLET--.._ TEE AND VALVE TOTAL TRACT AREA = 1.600 AC
rl ~ ~ C DETECTOR
r: I ~ OC . ~ ~ I t-GAR ~ ~ N 12ASSEMBLY W/ ~~q" T PREVIOUS IMP. AREA = 1.196 AC N METFfl ! ~ ~ 6 + I - PREVIOUS IMP. y 75 X
,~T. 4+,~ ~ ; ~ GARAGE ~ +
c ~ r, ' 7.60 i J, . ,,TORMWATER SAND FILTER SYSTEM ~B ,ya ;<~._.,~__w I ,5; 13 i ''WV REDEVELOPED IMP. AREA = 1.062 AC , t i ~5~ + r~~ N/F REDEVELOPED IMP. y a 66 X
: ~ • 30 LF Wl 6 PVC COLLECTION PIPE r~~~ ,i ~ 1• ~ i. ~4 ~ y.~, fr ,t ~r~, _ _ ~ ~ r " ~ ' ~ L FEWARD HARBOUR X IMP. AREA REDUCTION = 9 7:
s= _ 1~.~ ~ a >,>f . 14 T I
. EX. VENT PIPES , 1-CAR J i +
:~;,v ~ ~ ~ ~ ''4, GARAGE t F(~ BE RELOCATED} w ,~r,'~ , J } ' ~ ~ I ' ~ w SEWER INV• 1
. J ~ I ,s ,.A.1 ~ Cfl 15 _ + NOTES: 1z.,,,s~~~:r. 5 EL. - 3.43
~ ~ G;'~;;;. - - I TYP; SUN t T5 Z~ 1 ~~1 ,w_ ~ ~y '.'",fir I ~ 1. PREVIOUS 11~ERVIOUS AREA FROM DRAWING ENTITLED "DOCKSIDE PARTNERSHIP ~~.=,f ~ ~ : ~ ~
z ~ ELEC. ~ 11 ~ ~ :i ~ , k ~ 16 1__ - (JEFFERSON M070R LODGEI IMPERVIOUS AREA PRIOR TO CONSTRUCTION
TRANSFORMER ~ , r.,',.~ 1-CAR ~ I J ~z.•;.v ~ 0 T SURVEY" DATED AUGUST 30, 2000. PREPARED BY STROUD ENGINEERING P. A.. ~.t~ I OF MOREHEAD CITY. N.C. WITH INFORMATION FROM SURVEY PERFORMED BY
Y••' ~a-'I GARAGE I I ~ - ~~i ~ ~1. bo , FF- 8.2 I~SL , J ~ ~ ~ (6} WATER I STROUD ENGINEERING. P. A..
~ ~ - ~3(- - -~A ~-'~~r 6~~ ' J ~ I , 3 ~ ra~aT~,ry~r~ d~' 'ti o ~ 7 I G 1 METERS I
~7 ~ ~ I r{ 1 V o~ a~ I A 4„ CAP, I _
DOCKSIDE , ~~,a I ~ ~ y ~ >P. r - ~ PARTNERSHIP N ~ ~ 12 , 1 CAR r I - ~ 18 TAPPED 2 1
~ DB 525 PG 355 ~ ~ i~~P! GARAGE ' I + b , ( , ~ I 134 SFJ PATIO CONTRUCT]ON NOTES: u1 2., G.V. T
MB 10M PC 93 7.60 ~ J tTYP. UNITS 2-6} CO 7.8 ~ I I CO p 19 ~ I ~ 1. HDPE PIPING SHALL RE CORRUGATED AND SHALL MEET AASHTO M294
TPN 6.38620819073 ~ oca~--~--_~~~~~ + ~~2+ ~ '~r~.`'~ 2 P.B.O. SPEC ]FICATIONS. L~ I
- ~ ~ ~`,"a I 1 F - YX ~ ~ ~ S ~~'°'a ~ 01 J w 20 f ! 2. TOP OF CURB ELEVATIONS ARE BASED ON AN ASSUMED 4 INCH CURB HEIGHT.
WALK i I N J ~ e.?,~*w~~~,~ I 1-CAR j ~ J ~ n ~ W j ~ ~ 3. SEE SHEET 4 fOR ALL DRAINAGE AND STORMWATER TREATMENT SYSTEM
r~~ , ~n ~ ; r~: I GARAGE ~ J ~,.=,~1' 0, ~ 1 T.__... _ + DETAILS.
~ x v`. n 0 C• r~ J I . h W z
,5 1 ~ 0 I ~ ~ 4. ALL PRIVACY FENCING SHALL HAVE PROVISIONS FOR SITE DRAINAGE. l.J? ;.a. 2 ~ I----- ~
j" 0 __J_~ ~ , qtr Z C ~ f- ~ 22 ~ ~ 5. SEE SHEET 5 FOH ALL WATER SYSTEM UETAlLS• r N I
Y ~ I I ~ y+@,~,-lel1 K~. `~'~a , I C~ ~ ~ ~ 6. SEWER PIPE CLEAN OUTS REQUIRED EVERY 100 FEET. CLEAN OUTS FOR
EX. 3 GAL V. BUILDINf, SERVICE LINTS ARE SHOWN 5 FEET FROM BUILDINGS. 0 23 f_____ WATER
, i t6o sF . SEWER INV. 0 a~ ~ ~ ~ PAT[0 EL. = 4. o J ~ '1 . '
V ~ 24 ~EX. q„
b r ~ `y~~ to 1^~~ GAL V. FIRE L I ~ F--.-_ NE .
I~ - _ -
S4!'~'.~.. ~,,,NS(.~ I~~~r'~ -r~.-rr~~r -r ~1..r ~a~~~-~ ~ 25 ~ HC) E REVISIONS
( Na 61' DATE DfSCR1PTlON
30.13 ~ - 26 f HC) ~ r KPG vt5/01 wP. AREA X. 18 RCP EX.
" , 30 SETBACK v ~ _~~'i1 _ ~ CATCH 2 KPG 3/8/OV UTlLlf1ES ~~5,g~ 1~//I BASIN
a. 5, 0 3 g ~ , ,J - J-- x 0.3 X T$~+1 I 3 KPG 3/9/01 CAVA ftEYJEW
t 5.59 ~ - - 5.55 r. r ~ r ~ t ~ ' ter 1
s - - . i - { . 5` E%• 18" RCP LEGEND
_ r _ ~ _ _ _ _ ~}-t--+-- ~•5° Ac AcR s GRADING. DRAINAGE. UTILITIES. AND STpRMWATER MNGMT. PLAN - ~
. - - ~ i s, - '~~_,r CO CLEAN OUT i~'.~_ _ DIP QUCTILE IRON PIPE
6 W EX. STORM DRAIN _ \ r_ , El. ELEVATION
a.~. MWA . OUTLET TO SOUND ~ EX^ EXI TIN S G
STOR TER INFILTRATION STORMWATEf~ INFILTRATION 5~'STEM 2 ~ INLET N0. 1 INF TRAT N P P~ Y T M _ FN FIRE HYDRANT _ _ _ _ _ I UNITS 1 22 _ - G.V. GATE VANE
~ GRATE EL. = 5.33 IL 10 I E 5 5 E 14} 10 PERFORTATED HOPE PIPES HDPE HIGH DENSITY POLYETHYLENE MOREHEAD TOWNSHIP, CARTERET COUNTY. NQRTH CARQL INA
, EX. CONCF s s,° AVG. LENGTH 140 LF BULKHEAp h -EX. CONCRETE INV. INVERT
;,a;, NOTE: a BULKHEAp LF LINEAR FEET CLIENT B GR I FF I TH DESIGNED MH MANHOLE OB
UPPER 36 aF MATERIAL iN ARfA OF iNFtLTRATION ~~'~w _ TO Bf EXCAVATED AND BACKF [LLED 11 { TW EAN P.e.o. PERMANENT BLOW OFF c/o KEN BURNETTE RDC EX.GATCH BASIN
FINE-MEDIUM SAND MATERIAL. tSEE,DETAtL SH,~t V, _ ~ 59 PVC POLYVINYL CHLORIDE jjRA'~N; N IN IN EL• 2 sF SQUARE FEET ADDRESS•
s~':~. ~ STORMMIATER INFILTRi :R INFILTRATION W INV. IN EL, = 3.60 T~~ T~ ruon 320~SALTER PATH~ROAD~ KPf;,
fi ftRi{DtN1 411 CL INLET NO. 2 2 EX.INV. OUT EL.= 1.59 'V . rlNt NINULL ~NUMtZ)+ Nl, efOD14 TYP TYPICAL CJ/2
4 w (CLASS ) GRATE EL. - 5.33 5.33 NOTE: V.G. VALLEY GUTTER 14 H~CK PHONE: ( 252 ) 726-5387
MODIFICATIONS REQ D FOR NEW WV WATER VALUE INLETS TO BE DETERMINED UPON Q APPROVERIFICATION OF EX. BASIN SIZE 5.95 EX. SPOT ELEVATION STROUD ENGINEERING,P.A.
20 10, 0 20 40 . X7.60 FINAL SPOT ELEVATION 151- A NC HIGHWAY 24
2 or MOREHEAA CITY, N.C. 28557 DATF
EX. ELEVATION CONTOUR t25 47-779 1 -7.0
Pk!~" . FM 103 SCALE. 1 20 r Y iF ' 430\+C'4Astd` 0-- FINAL ELEVATION CONTOUR CAL 4-- - - NALD D. CULL PHER -
~ . .'~G~r