20031057 Ver 1_MAPS_20030825

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VICINITY MAP
NOTE:
THERE IS NO PROPOSED DREDGING ASSOCIATED WITH THIS PROJECT
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THE POSITION 0 )OSITION OF PROPOSED CHANNEL MARKERS IS APPROXIMATE ON THIS PLAT,
PVC PIPE WILL I PIPE WILL MARK -30 FT EXISTING CHANNEL WIDTH AND WILL BE SPACED AT -200 FT
/ a EXCEPT IN THE ~T IN THE VICINITY OF THE EXISTING CHANNEL TURN-OUT; THE MARKED CHANNEL
- ON THIS PLAT F -IIS PLAT REPRESENTS THE EXISTING DEEPEST AREAS FOR SEA CRAFT PASSAGE d f+
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SURFACE WATER OF SLASH CREEK AND TRIBUTARIES
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Q PROPOSED PVC PIPE CHANNEL MARKERS
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WATER DEPTHS WERE RECORDED RECORDED 1-9-02 USING MEASURING ROD; _
MEASURING STATIONS WERE APPI WERE APPROXIMATED USING REMOTE SENSING TECHNIQUES
d WATER LEVELS ON THIS DATE AF S DATE ARE CONSIDERED CHARACTERISTIC OF
MEAN LOW WATER LEVEL INDICAI EL INDICATED BY WATER MARKS ALONG THE BULKHEAD,
PILINGS AND SHORELINE IE
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NORMAL WATER LINE I TER LINE HAS BEEN DIGITIZED FROM o" mm er
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NOTES:
y 1. OWNER /APPLICANT: SLASH CREEK, LLC 4' ~
ATTN: JOHN W. DIXON RuuD6Ap DAq~1
P.O. BOX 1327 mw 9RW
4 NAGS HEAD, N.C. 27959
thjy~ 2. SITE DATA: "A
NFIP ZONE: AE (61) X) 15) //4))) ~
SITE ZONING: C-2 sli ~ jk pRpptl p LF) as 1
NO NOORMJG PRAWS ARE PROPOSED WAlk7l11YIRD [
VICINITY MAP LAND AREA: 214,068 SF (4.91 AC) [OF 3. BOUNDARY INFORMATION TAKEN FROM SKETCH PLAN BY OF Nw. IN ASOCIA'ROM WAN SUPS 311 Z Alt— TN. 3.5' 33'
PLAT PREPARED BY SEABOARD SURVEYING AND PLANNING ENTITLED TYPICAL SECTION OF BULKHEAD
"CONCEPTUAL SKETCH OF THE SLASH CONDOMINIUMS" DATED 8/13/01. I Fr x3'
4. SCOPE: THIS PROJECT PROPOSES THE CONSTRUCTION OF FIVE MULTIFAMILY (APPROX. SCALE 1" = 10') 4 3
DWELLING STRUCTURES (9 UNITS PER BUILDING, 45 UNITS TOTAL);
46 SLIP MARINA CONSTRUCTION WITH ASSOCIATED BULKHEAD, DOCK AND MOORING PILINGS ?3)
5. STORMWATER MANAGEMENT: ,e
LEGEND STORMWATER MANAGEMENT TO BE PROVIDED THROUGH A SERIES OF INTERCONNECTED
INFILTRATION BASINS TO BE PLACED BENEATH THE PROPOSED BUILDINGS. x e/ .Y 44 3k %
PROPOSED IMPERVIOUS COVERAGE s 6. AEC COVERAGES:
WITHIN THE 75' AEC SURFACE AREA WITHIN THE 75' AEC: 53,830 SF (-1.24 AC) !
IMPERVIOUS COVERAGE WITHIN THE 75' AEC : 15,732 SF
COATAL WETLAND FRINGE PERCENT IMPERVIOUS COVERAGE WITHIN THE AEC: 29.2 %
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7. BOAT SLIP CALCULATIONS: \
PROPOSED GRAVEL SLIPS: 46
PARKING TOTAL MOORING AREA: 9,927 SF
LINEAR FEET OF DOCKAGE: -852 LF
FINGER PIERS: 39 7 8 FTX2 FT PROPOSED CONCRETE MOORING PILINGS: 79
PAVING m 12~ i hm R
8. DOCKAGE PROPOSED RETAINING WALL t L
LIMIT PROPOSED EFFLUENT LENGTH OF PROPOSED 6' WIDE SLOTTED WOOD WALKWAY AT NWL: 787 LF - 3 } 4 /s~
INFILTRATION BASIN LINEAR FEET OF NEW BULKHEAD: 259 Lf
9. CHANNEL MARKERS ,k 14~ 677
26 RED/GREEN PVC MARKERS (SEE SHEET 2) PROPOSED DECK P.~ yR ' r ~ a . 4. i T . • _ } . 15 ,1 ///1 //J f
EXISTING BULKHEAD
PROPOSED RETAINING WALL
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PROPOSED RETAINING WALL W A~1d~A,4 +
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PROPOSED MULTIFAMILY DMEWNG
(TrP., SEE NOTE /9) i \ < 2-3
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WypStER MAINTENANCE PARKING < n PAD +At i J _ e f/? Z
PROPOSED POOL HOUSE 30
400 SF FRAME STRUCTURE
a ON PILES, FFE = 9.0' i <
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WASTEWATER TREATMENT PLANT 20• 1
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PROPOSED POOL O *1lR of
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p a C EFFLUENT INFILTRATION BASIN " x36 ( (n
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25' MBL FOR GROUP HOUSING ...J Jam.
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00 e. MBL 715524 w - 685. COMMIS" NO.
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DESKWD BY
\ 1RY21'E' PROPOSED RETAINING WALL AINING WALL
4.19' DRAWN BY
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CHECKED 87
' \ $ V s \ NORFOLK CAROLINA TELEPHONE !t IMEGRAP14
Q~ I (DB 143, PG 265)
V ~ 1. ISSUE DATE
BEFORE YOf! dG~"" Cam....... . 3/22102-1
fit` 1 ~-Sa....~ ~ SHEET N0.
\ GRAPHIC SCALE GAIL 1'Oia
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3 CURVE TABLE 2EW RADIUS CA! TA TAN R 0400 9EAlift CHM DIST. a c 0
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