Ret Snug Harbor 2000 Oversized Plans

7
DRAWING INDEX:
S 1 EXISTING CONDITIONS PLAN
S2 C.A.M.A. DEVELOPMENT PLAN
S3 LOW DENSITY BMP STORMWATER/GRADING PLAN
10
S4 LOW DENSITY BMP STORMWATER/GRADING PLAN
J�
srrE
S5 EROSION/SEDIMENT CONTROL PLAN
S6 MARINA/LAYOUT BASIN DESIGN
SAILORS'
SNUG
S7 CHANNEL LAYOUT/SPOIL BASIN
HARBOR�o �
S8 SITE UTILITIES PLAN
o�
G�
G�
SEA
EL
NELSON
BAY
VICINITY MAP
NTS
PRIL 22, 1997
RE
SED JULY 11, 1997
C-AM.A P
:FT APP]L CATION
SNUt".".33 HARBOB111-
MARINA VILLAGE
T'HE it
S" Sl®TU
sElk I EET
O T
PATON/ZUC
HIND & ASSOCIATES, P.A.
LA
DSCAPE ARCHITECTURE
RA
EIGH, NORTH CAROLINA
I
STROUD
ENGINEERING, P.A.
JUL 1 6 1997 i
CIVIL ENGINEERS
MOORE
EAD CITY, NORTH CAROLINA ._ •,,C .:.y'°�( �i �."u j-�DA

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LEGEND
TIDAL MARSH
(FIELD SURVEY)
®JURISDICTIONAL
404 WETLANDS
(FIELD SURVEY)
SSA GRASS
(AERIAL PHOTO)
fan= TmmLDm
— — — —
PROPERTY INS
_ _ ... _
YMAN LOW WATER (ZL,0.5)
_ ... — ... _
MEAN HIGH .ATER (EL�1.5)
3
E)MTMG GRADE
NOTE:
SOUNDINGS AND TOPOGRAPHY RELATIVE TO MEAN
SEA LEVEL DATUM.
C.A.M.A. LAND USE CLASSIFICATION: RURAL
COUNTY ZONING: UNZONED
TOTAL SITE AREA 41.85 ACRES
I— u w r��w nnc n
FLOOD ELEVATION SIFTI
ENTIRE
SITE I
6 I
I�I
EXI NO I
SPCm AREA
LNTH BIKE I I
mil/ -RAW
�y ig zfr s or
NELSON BAY
} i # CLASS SC WATERS
i SUBMERGED SEA j ° (CLOSED TO SHELLFISHING)
GRASS BEDS S.A.V.
i
y f` A
0
SCALE- 1'=100'
100 0 so 100 300
0
• PAl ON/
ZUC HINO
& ASSOCi.iTES, P.A.
... WA" .a�
AM LAM 1A>,Rm„SG
R.H. 101
1a91 •.a. 1�c.�
Ha.. 919 Ab:- nysp
Tu. 919 EEG eys
mlkpa•�a=%^. .�aoahlm.om
• Surveyor:
JAMES A. PHH
SURVEYORS
E UFM, Ne
• Owner:
THE SAILORS'
SNUG HAR
ss► tayslb Nc BOR
• Project:
SNUG RARBOR
MARINA VILLAGE
RIY
CART= ODU
SSA Um NC
• Sheet Title:
EXISTING
CONDITIONS
Issue Date:
APB 22, 1997
ReywonM:
JULY 11. 1997
Project Numba:
om-oo$o
• Sheet NuMba-
S1

0
--------
rn
3
0
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c
LO
LO
v
SITE '!i Ex ROADWA'
OAF -W
A
SEARIO
NELSON
•^•F <
-
BAY
�4n
Ari
Y
_ / I
LOC
ATION
ON MAP
PLANNING JURISDICTKIN: CARTERET COUNTY l ++
ZONING: UNZONED i
CA.M.A LAND USE CLASSIFICATION: RURAL y \ ��AN -
a
i
i�SITE STATISTICS ARKER
TOTAL PROPERTY AREA 41.7E AC
AREA OF MARINA
2.49 AC / ++
TOTAL PROJECT AREA ABOVE MHW 39.27 AC
AREA WITHIN 75' AEC SHORELINE 10.93 AC
AREA OF IMPERVIOUS SURFACES WfTHIN ESTUARINE SHORELINE AEC
ROOFTOPS
• SINGLE FAMILY /
LOTS 1-5 0.55 AC
CLUSTER LOTS & / a
SHIPS STORE 0.05 AC / a
RCADWAYS\PARKING 0.13 AC /
WALKS\GAZEBO 0.13 AC
TOTAL O.EBAC
TOTAL MAXIMUM IMPERVIOUS PERCENTAGE WITHIN
ESTUARINE SHORELINE A.E.C. 30.05 OR 3.2E AC.
TOTAL IMPERVIOUS AREA SHOWN 7.9X OR 0.E5 AC.
DEVELOPMENT PROGRAM
SINGLE FAMILY RESIDENTIAL LOTS 12
CLUSTER RESIDENTIAL LOTS
TOTAL NUMBER OF RESIDENTIAL LOTS 27 / / - ''/ Pt•1Nd'
/ //C1,AQT'N���•�' � �� ,�G Cif
OFFICES/SHIP STORE 5,000 SF
RES UARANT 50 SEATS CHANNEL
MARKER #I,i � /. ��
MARINA SLIPS COMMERCIAL 24 SLIPS /
MARINA SUPS RESIDENTIAL
MARINA SLIPS TOTAL
29 SLIPS -'
53 SLIPS
COMMUNITY WATER SERVICE
-• : ��/
PRIVATE SEWAGE SERVICE
0
1
FN _ _
1 NOTE
i SOUNDINGS RELATIVE TO
MEAN SEA LEVEL DATUM
i
'J LOTS t7,000 SF
NELSON BAY
CLASS SC WATERS
(CLOSED TO SHELLFlSHING)
11
RESTAURANT 40'
SAPS STORE \I SERVICE
DRNR
FFE 5.5 MSL E/PARKING
HIPS STORE ELEVATION
S-2 N.T.S.
1A
NDRQIAL PRIVATE BRAT
DOCKS VALL NOT E
CONSTRl1CIE0 ON SNCLF
FATLY REMOnAL L075 5-12
LEGEND
TIDAL MARSH
(FIELD SURVEY)
®
JDICTK)NAL 404 WETLANDS
(FlELFIELD SURVEY)
SEA GRASS .
(AERIAL PHOTO)
.... .rl.
EXISTING TREELINE
PROPERTY LINE
... ' . - - - "' —
MEAN LOW WATER (EL-0.5)
�"'-"•-'••—
MEAN HIGH WATER (EL-1.5)
3 —
EXISTING GRACE
NOTE:
SOUNDINGS AND TOPOGRAPHY RELATIVE TO MEAN
SEA LEVEL -DATUM.
SCALE, 1'=L00'
100 0 50 S00 3p0
• PATON/
ZUCCHINC
& ASSOCIATES, P.A
L&NDSCAM ANCCETZXCTM
A@ EA101 PEAMMIG
lulu 101
1002 V k ye
Tv. 414 111-7041
••..v.un-.mem.o..am
• Surveyor:
JAMES A. PH
SURVEYORS
C RTMT CDIDRY, NC
• Owner.
THE SAILORS'
SNUG HARBOR
36A Im NC
. PrG'ect:
SNU HARBOR
INAm� GE
civrmTSEA IEM NC
CATION .
9 580
� •. ' i `10
`C
• Sheet Title:
C.A.M.A.
DEVELOPMENT
PLAN
4
Issue Date:
APRM 22. 1997
. ReT7sionm
JULY 11, 1997
. Project Number:
0283-0020
., Sheet Number
S2

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NAIL SET IN CENTERUNE El
INTERSECTION ELEVATION 7.14°
MSL-
0
U.S. 70
s
LOW DENSITY DEVELOPMENT
' SH TO
G SI A'
IMPERVIOUS SURFACE CALCULATION SrORMWATER
"' ?'. .' r!
TOTAL PROJECT AREA 41.78 ACRES
AREA OF MARINA 2.42 ACRES
.�:;�. : _ ,•
TOTAL AREA OF SITE ABOVE NHW 39.27 ALY&5
LOW DENS" ALLOw413LE IMPERVIOUS CALCULATION
REM S.F. IMPERVIOUS
\ .•�+N;.
SHIPS STORE Z500 SF
PARKING AR EA 29300 SFx
ROADWAYS 83,965 SF
WALKS/GAZEBO 6.006 SF
•';::1�;;'r�::
'�'' �\
CLUSTER LOTS 1-95 16,587 SF
CLUSTER LOT DRNES 1-1
�
TOTAL 154.330 SF OR 3.5 AC IMPERVIOUS
39.27 AC TOTAL SITE AREA ABOVE MHW
11.78 AC
- 3.5 AC MA)OMVIA IMPERVIOUS COVERAGE
12 SINGLE FAMILY LOTS
+ 30.056 SFAOT ALLOWABLE IMPERVIOUS (BY
SWALE CLOSED VEGETATED ROADWAY SWALE SYSTEM (EACH SIDE)
R.O.W. VARIES
W - s'
e'
24' ROADWAY
B
.. L - VI1N11B1E
M s2 1.
4-Ir OR JT
9 9K w
A -And IEaNn eiDMK OWAMY FOR
1' eR7e1 DAR 1 U, OF Rau,
UMN Men
vdvR Mu, Aa lrxi'-12 w,
Ise, iw[
■101091 R[eaa0 1yg1 1 OD.
51OY@ PIOIEm !YE � L � 1 IRMwC R
PDOOOWL cowl Sa9n901'2NJAIC WR dOli Re11R jai
teEA1D b9NT Melt /I @Iw®1
DETAIL r-l"\ ROADWAY SWALE
DE 1- z ROADWAY SECTION
N.T.S. S-3
la.T.S. S-3
No more than 7,000 square feet of any single family rosi
rdiai lot (ICA= 1-12), Including that portion of the right-of-way between the -'
edge of pavement and the front lot line, shall be covered
by impwvio,-• structures, includirp aephat, gravel, poncrets, brick, stone, slate
or similar matter. Only common uses. walks/gazebo (6,
af), modwcrv• (133.985 af), ships store (2,500 sf), parking areas (29,300 so
and other Common uses are allowed as impervious
within desia-,ted project common areas. No one may fill or pipe any roadside
or lot Ine Swale except as necessary to provide a miriftm
driveway "rwsing.
SWALE '11\/'!f-
�1
,6' CpNCRETE
SIDEWALKS
tET
OUT
ABOVE GROUND
FUEL STORAGE
TANK
SCALE- 1'=60'
r
60 0 30 60 Lao
• - 1ATON/
Z1 TCHINO
& 'A'�SOCIATES, P.A.
LftFw.,,n2 AACRraLTM
01D ii*9 PIA1Q@fG
N.C. 17e06
ax-easo
]hlz. t"eR eM-70e6
w�=win->tiooLlw.ewn
�i-yn�ataa-9meaLlsc.aee�
• Surveyor:
JAMES A. PHILLIP
SURVEYORS
BlAUrCUr, NC
• Owner.
THE SAILORS'
SNUG HARBOR
sn LEM AC
• Project:
SNUG HARBOR
MARINA VILLAGE
Cl1i570ou COUXTY
SSA I]L 14 NC
e
• Sheet title:
LOW DENSITY BMP
STORMWATER/
GRADING PLAN
• 1581- Date:
A'IL11 22, 1997
• Re iolons:
YAv 20, 1997
JUTA 11, 1997
• ProjFct Number:
,Qk"3-0020
• Shea$ Number.
S 3

Now 12 2.
`
j 1 �p <►:. j'//sows ` ' o .'' �/ ��.
25
30
t 1!
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e
Sr�yw4►l\���ll„�1�. .,.-.._._.
NIL fOORRM Nn sOROO MxNUOL nm}s1.�„ �,
t. ILL Q RIm01 NO fID11FMT (xMMROL PIPCM1f2E RIML E
a nE® aloe [a 70
a urines. Etl wD Fmru afar
a. ILL OIL BIONIdII AID WlY OOOROL MWM E
N' 0 a sa>� tnrsMRMCMMNM s DRRTiI® NO
s /u tv_ FTuaTOM NR NnAOR DONrNo1 nleMNxs W TIB
nAe a.M E MLNSVM FO w /L EIMM Nm TK •fMORx
wN° 1� awe awoams FOR abL flOFgN AMR Efnrea
0. ILL EEO. N1CI® AID &iVW 10 E f WAM E a0L
� COMfR0. IIGVIMCS K SOdI K 11d
a MAID NEs oT W Ai %CM aE US AL ssvaN: MST
11WL E IN,R la A F1IICICwl Iprrl
fL xltlFf exeKr, amuem nea sual E TFTROwRY E®
/d! IfllnrD Ix11L PIIER �daMp! w1011ltl6 OEf FOR
�EfIM «A PFEWW6R YELEIRME Cp.Fx,
7. TE MW UR «SOL tRORW AND SmYWf C011111pL NFAtUMM6
•WL E TW RE&MC9DY «lE CO/IRMOOR Ox•MO ND
NMmwlWLrN pFOL1DM11G TIME wMEK1LIgH fvfbD. 010, A[«POIMIts
M�RMNOEYTT/�« DF tloE MTeW1E, TRPLL E
DISTURBED AREA
21.6 3 ACRES
SILT FENCE CALCULATIONS
oNn9,onW se9ueME
1. CbWn V-0 P.
2. briar t!
wea aM aMhp OraMaih, fari,q r rpubwi
S. Mubw per, arArv,aa. b„'4a,vy dMaleel.. aN hwb,N. r
wabrwa bwbw ar atwr nwuwaw w k O 11
WP,� pm wy C6p r rrcfrary to b Yrtall r
4. Car far Oq.
ifa b,rParA,a„ M abA. Sol and Haim
ami bryf , r growl baSb d.wbq and 9nAbb
5. &-W mpbw Wool. b.* In .arrr.n paF at abaxwi
e..aMrtq merM y Nn mwdi ..1bdnowNammI baWi
.far a,m ri aka „ aPpw.,d dFralFOr„wA araw, bwtw
1„rdwd eb rdiiw mmbv
L °ndpa .F. ..WOha+ iad�r. wydL�O", f,wd
RA.W pbq b.bw�.msY. b�'.A �W apn
7. MeeM AM and OF*" Oral aaAw w -W.
C-01Fd -0 p-A oT alb.
L r.�a .m4n rb+apoan): wawa ►�.0 .0
• +Man O U,a pa,. Mph pimw m�wyv.tln,�'
L M611. ib w araw fw b-ght ap'A fbM paw
Wth wgMa110r1. p b% ak.
TO Ebw aw�baetlO M aanplwa antl all Ne an
+m.WEd FiaiwM.iMwr wi fbi.sm
,,. r allu 1. mpa�ad, Tw,rwa fanpOp7 diwierr. alt
e wdmwR rwY�, ah., aq wad out ar ywa vy
IF OF SILT FENCE PROTECTION ALLOWED 8640 LF (21.6x400)
LF OF SILT PENCE PROTECTION PRomom 9450 LF
TOTAL AREA RECUIRED TO HAVE ALTERNATE 2.02 AC ((9450-8640)/400)
MEANS OF S8E PROTECTIVE MEASURES
TOTAL AREA PROTECTED BY GRAVEL AND 2.8 AC
RIP -RAP FILTER BASINS
SEDIMENT BASIN TABLE
T.O.C.-4.03
ALL SEDIMENT BASINS TO BE GRAVEL AND RIP -RAP FILTER BASINS
BASIN DRAINAGE DENUDED CAPACITY SIZE CAPACITY WEIR
/ AREA (AC) AREA (AC) REQ. (CF) (WxLld)) PR- (CF) LENGTH
1 1.2 1.2 2160 50x25x2 2500 5' INN.
2 1.6 1.6 2a80 50x25x2.5 31 OD 5' MIN.
CLOSED VEGETATED ROADWAY SWALE SYSTEM (EACH SIDE)
LEGEND
T PROP. CONTOUR
-- SILT FENCE
LIMITS OF DISTURBANCE
w� TD,PORARY DIVERSION SMN.E
® GRAVEL AND RIP RAP FILTER BASIN
ROADWAY SWALE SYSTEM
(SWALE VELOCITY CHECK, WORST CASE ANALYSIS)
SWALE
LENGTH
MANNING
SLOPE 0 2YR
V 2YR
!
(FT)
(N)
(X) (CFS)
(FPS)
S1
461
0.02
0.50 0.46
1.59
S2
376
0.02
0.88 0-%
1.84
NO NEED
FOR TEMPORARY LINERS
VOLUME ' •87WdL SWALE
L VARIABLE
W'5. IF 5'
' dSOR.67' -
TMSICR04E CAPACrrY FOR
OVER , LF OF ROAD
NPERNOMb ROAD AREA 12'Xt'-12 $F A- w 1'
sTDRA9E REOI9EO ,2f0(1 f2 - , cA DETAI
SFaTMDE PRWCFD L - I RIRNSN9 FT Aw.679d N.T.S.
VOLUME - .67 x 5 x .97 x 1 - 2.24 C.F. PER RMN M FOUT
AOORbIML 9NME CAPAMN ALLOM FOR DRIVE OUTS ALOW ROAM
6' ENT. ONE=
-
.. aT9e asE
50' MIN
HEN PLUG TO REMNN
T AS EROSION CONTROL
NG BASIN CONSTRICTION. 2'-V Nn Mle
SHEETS SO AND 97
DIM"M aP dth
W Flow
98' MI 8�R
(2 WAX ) If (F�F) I (FT)
CK 0.38 3
CK 0.30 3
12'
DETAIL i41 TEMPORARY DIVERSION SWALE
KTS S-5
ty rsE / � TANra p eruLwN -
T. RRML A P.f 1e0a AIRR >K ,AEI fRRR]E R M 9L
L 1Nw111[ �T nfE R1a p/w. A9 PFNW lE 16i
ATMC IMF raQtoNEEp wLL « M Teo.
a RMS.s'�an'LM wew�R ar
RE-M wrow
DETAIL (7) SILT FENCE
N.T.S S-5
tlsE w aio� it
SECOON THEM BERM a :LTTR
NO SOME
jgW 1s
+wF au FVANc S1tl� � �?�
a
R9ac
CROSS SECTION
MAINTENANCE
N PWT TFH'ORARY FSbEIIt TRAPS AFiTR FAOH PEWM «9RN6ANT THEM. RBMWE FOMENT NO
R rrw 1,OP TO TIE DINaNAL SRMEI9MONa THEN TIE SOMMOCT HAS AMLUrr.A1E0 TO We HNP TE "M
KFM ITT THE OF WE HIM. KALE ' E MUM TINT IS RENOWD N A OENWATE0 OMPM& AEA
AID II FVaE M COM9elAIM FWT OF THE WKE,. FAOMO.
OEOM THE STACK E FOR DAMW FROM BMW AM frMIC PE9Mn y OM 1E DOM OF TIE
sRLNAr TO FNSRE R N A MNMN OF IS FT rFiRw tE MCl/ POINT Mi AE O9NMgENT. MMMFD47FLr
FLL ANY ETRF]ETTT OF TE OWNWADIT TO 917RLY Ap1E OF9011 TRADE ANr fE RAP DBPIAOD FROM
TIE 9L.Mr MLIET E no"= bummFLr.
FROM W 1E OEA TL N• Au MNb1U9FD A/EAS ASWE TE SEOW F00. NO OOM99EW
FROM TE tww rNEDIAI,EY NTT& COOMWJCROI Nrm 9TmNa
DETAIL ) GRAVEL AND RIP RAP FILTER BASIN
N.T.S. S-5
SCALE, 1'=100'
11 0 50 11 3p0
01
• E'ATON/
Z I CCHINC
& 'tiSOCIATES, P.A
LAHGV,�. ARGIIasscE�
aDI Tr Pulamrs
M
RJJ.C. =M06
�„ai�9) !7170EE
�R-aaPohlRo.eam
amS�3.,tr,•Patm-RRAehtRo.aap
• Surveyor:
JAMES A. F
SURVEYORS
BBAIIPO , He
• Owner:
THE SAILORS'
SNUG HARBOR
an INE4 Kc
• Project:
SNUG HARBOR
CLRTEWACau GE
Sn I1fM 1TO
M
• Shmt Title:
EROSION/SEDIIMM
CONTROL PLAN
Issue Date:
APRIL 22, 1997
• Rmmon6:
Ms1<1 30, 1997
RJ Y 11, 1997
• Polect Number:
04n3-0020
• Sb-t Number-
5

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RESIDENTML SLIPS
15 FT OR 16 FT X 35 Fr
• 36` e'J� 30COMIME CK SLIPS\jE �_ � 32 Fr x ss Fr (,rP3
8 FT BOARDWALK
i BU.XHEAO
TOP ELEV-5.0
DETAIL/,1 SLIP LAYOUT
N.TS.
TOP WIDTH 60 FT
EXISTING
PROPOSED
BorroN
BDTrOM
DETAIL nTYPICAL CHANNEL SECTION
N.TS
wr t,nc F
a sue/
■nm ptiW
-
-'� "r arwrm „oar ate,
,P ,•S lfi0[I
�QT RI
111�'IM1. tO®I IIY 10 Cmi1CpA
SECTION
BULKHEAD
Nr
1 +00
SECTION A
14
12
5+00
10
c 4
8
6
e
4
a
2
MEAN SEA LEVEL 0
—2
�01rtf,r,f:w=-�.-.Fi 0 i M p p 1p ti 1i NY1f>f
SECTION B
—4
—6
8+ 00
—8
DAnW M_FV
r
-10.00 .
-iNraNris,rae-s-a-i o i M tl tl 1tl,i UlO,p,p9p
SECTION C
MAKINAI] bAJIN
53 S IPS
e dto v to v to
I I I
0+00 1+00
,
2 PULP MARINE
FUEL SERVICE
AND SEWAGE PUMP
OUT FACLrrY
NLALGI 1--OU"
60 0 30 60 180
TOTAL CUT FROM BASIN STA 0+00 TO 6+38 = 31574 CY
TOTAL CUT FROM CHANNEL STA 6+38 TO 20+15.23 = 4695 CY
:100 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+
MARINA BASIN%CHANNEL PLAN & PROFILE
HORIZONTAL SCALE 1" =100'
VERTICAL SCALE 1 " =5'
CCU
N BAY
RiMl-FlSHING)
• FATON/
ZI I CCHINO
& A',,SOCIATES, P.A.
u� ..•tee aac
•1w � a. rl�tao>!1c
100i .
1001
-.'x.c. 27M
tr. �:.A p96-70M
�•` as-aoe�LW.wm
�IDil.r'�Wton-ntoahiw.am
• Surveyor:
JAMES A. F
SURVEYORS
• ilmaer:
THE SAILORS'
SNUG HARBOR
sm LE, NC
s Project:
SNUG HARBOR
MARINA VILLAGE
su Lase, acc
CARO�j4
4.
• Sheet Title:
MARINA LAYOUT/
BASIN DESIGN
. I-ue Date:
AURA. 22, 1997
Itapisions:
JIMY 11, 1997
• Project Number.
OIIW-0020
s Sheet Number:
S6

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POINT
TO BE
MEAN
EX TOP OF BERM ELEV-10A
POINT OF DISCHARGE EXISTING BERM
TO BE BEYOND
/ MEAN LOW WATER DISCHARGE PIPE
EROSION F.0 -
co
FENCE
BRACING AS REQUIRED
Fl SIGN TO BE PREPARED BY PROJECT
ENGINEER OR DREDGING CONTRACTOR.
DETAIL SPOIL RETENTION BASIN
N.T.S. S-6
EXCAVATION/DREDGING SUMMARY 4
EXCAVATE BASIN 31.574 CY
DREDGE CHANNEL 4,695 CY
TOTAL 36.269 CY
a
I0 50 100 800
FLASHBOARD RISER
EXIST BASIN BOTTOM
GMANNLL SECTION C
1.5
M5
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MARINA BASIN/QHANNEL PLAN -& PROFILE
HORIZONTAL SCALE 1" =100'
VERTICAL SCALE 1 " =5'
PATON/
7,UCCHII\
& ASSOCIATES, i
ARCEMMMIM
t�- 161
aw a—
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• urve]Or:
JAMES A. P
SURVEYORS
B&UPORT. NC
• (finer:
THE SAILORS'
SNUG HARBOR
MA LIMN , NC
• Project:
SMUG HARBOR
MARINA VILLAGE
CAR1S1iSP cODNxr
sm IRM NC
• Sheet Title:
CHANNEL LAYOUT
SPOIL, BASIN\
• Isai1e Date:
AP II, 22, 1997
• R.TlffioDH:
]MAY 30, 1997
JULY 11, 1997
• Pl oject Number.
003-0020
• Shot Number:
►-- 7

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---------------------------------- ----- ---r
,�. -_----- 4' PVC
` WATER LINE
:a4V^ �?
12 SINGLE FAMILY
REsoENnAL LOTS
SEWAGE LOCATION SUMMARY
COMMERCIAL BOAT SLIPS - 26 SUPS O 30 GPD/SLIP 780 GPD
WITH SHIPS STORE
RESTAURANT - 50 SEAT O 40 GPD/SEAT 2A00 GPD
RESIDENTIAL
25 LOTS O 15 BEDROOMS/LOT O 120 GPD/BEDROOM 7.800 GPD
TOTAL 10,5BO GPD
THE SAILORS' SNUG HARBOR OPERATES A 20,000 GPO WASTEWATER
TREATMENT FACILITY UNDER NPDES PERMIT NC 0028827. THE ORIGINAL
PERMIT ALLOWED FOR FUTURE CONSTRUCTION ON PROPERTY NOW
PROPOSED FOR DEVELOPMENT. PRESENT PEAK SEWER FLOWS RANGE
FROM 8,000 - 8,000 GPD. THIS PROJECT ALLOCATES 10,580 GPD
MINIMUM TO THE TREATMENT FACILITY. ADDITIONAL ALLOCATION
MAY BE AVAILABLE PENDING AN AUDIT OF DAILY SEWAGE FLOWS.
IN r INV
1 - 2
. 1'
er
0.4X
-0.40
-0.78
2 - 3
1'
er
0.4%
-0.58
-1.91
3 - 4
277.71'
8'
0.4X
-2.01
-3.12
5 - 4
342.41ir
er
0.9X
0.00
-3.12
4 - 5
198. 7
Er
0.4X
-3,22
-4.01
6 - 7
308.3W
er
0.4%
-4.11
-5,34
7 - 8
.1
0.4X
-5.44
-6.47
8 - LS
5o,w
ar
o.4X
-6.57
-3.77
13 - 12
1 0'
0.4X
-200
-2.80
11 - 1
0.4%
- 70
- .46
11 - 10
6 . 1'
0.4X
-3.56
-4.22
10 - 9
1 101.&
1 8•
0.4X
-1
-4.72
-4.82
-6.57
DUPL EX LIFT I
STAI ON /1 1 r may a
PR e \
10
PNEUMATIC \
TANK
� ' H 11 ��''"" FEMA FL40D ZONE A-4
�% \ 3 ' ' T- `� IZOOD ELEVATION 8FT
/ \ It
/ S ENTIRE SITE
- ,yS a w010�W
\r
WA
mow'
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a y,Eyi
1
T: , sr> twos
10
NELSON BAY
SCALE- 1'=100'
100 0 50 100 300
-- PATON/
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ASSOCIATES, P.A.
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nn LAM PLAMCNG
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N.C. E790b
919)) 99h9990
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mp.tan-sum3lsaaam
0 Engineer:STROUD
ENGINEERING
><OOMM6D CITY, NC
• Surveyor:
DAMES A. PH
SURVEYORS
CAR!IV= OODNPY, NC
. Owner:
THE SAILORS'
SNUG HARBOR
aas 1"116 Nc
• Project:
SNUG HARBOR
MARINA VILLAGE
chaser COUM
3B1 1pa4 NC
Sheet Title:
CONCEPTUAL
UTILITY PLAN
Issue Date:
APRM 22, 1997
Revisions:
,TULY 11, 1997
. Project Number:
0283-0020
Sheet Number:
S8
•