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Home My WebLink About43-21Minor Mod Oregon Inlet Fishing Center Oversized Plan/ U5 COA5T GUARD / STATION O 60N INLET eIVC GRID NAD88(2011) MOTT5 CREEK (5C WATER CLA351FICATION) PERMITTED DREDGE MOTTS CREEK +/-43,717 SF APPROXIMATE USCG STATION OREGON INLET/ EASTERN WALTER SLOUGH DREDGE AREA PERMITTED HOSE REFL COVERAGE WITHIN LEASE AREA "\ I TOTAL EXISTING I. iRERVIOUS COVERAGE 166,209 SF PERMITTED U 'MO(CREDIT) 30,90_�8�7� �S�F \\ T/lTA I f rPSI IITTED NEW-GGVEli""�� VL L�� \\ TOTAL PERMITTED TURFSTONE 18,702 SF \ ,\ TOTAL REVISED NF=W COVERAGE* 17,632 SF \ \ \\ (*EXCLUDING CREDIT) \\\\ \\\ \ TOTAL FINAL PROPOSED COVERAGE 153,754 SF (EXCLUDING TURFSTONE) \\ \ PARKING WITHIN LEASE AREA PERMITTED 90 LF BY 10 FT FUEL DOCK TOTAL EXISTING PARKING SPACES: 197 TOTAL PROPOSED SPACES (INCLUDES I'ESTRIPED SPACES): 290 i NATIONAL PARK 5ERV/CE PUBLIC BOAT RAMP / EX15Two GOASrAL lNETLAND5 / EXl5TIN6 PERMITTED RIP RAP 730 LF BY 8 FT � BOARDWALK 'ROPOSED SIDEWALK h[QIU: 1. CURRENT OWNER: US GOVERNMENT (NATIONAL PARK SERVICE) 2. LESSEE: OREGON INLET FISHING CENTF-R, LLC C/O: RUSSELL KING 8770 OREGON INLET ROAD NAGS HEAD, NC 27959 3. PIN: 071700685112 / PID: 025076998 4. PROPERTY ADDRESS: 8770 OREGON INLET ROAD NAGS HEAD, NC 27959 5. SUBJECT REFERENCES: DB 1907, PG 0359; 6. ALL EXISTING FEATURES FIELD SURVEYED BY QUIBI r- & ASSOCIATES. THIS IS NOT A BOUNDARY SURVEY. BATHYMETRIC INFORMA i ION SHOWN PER A FILED SURVEY COMPLETED BY QUIBLE & ASSOCIATES P-i ALL DEPTHS ARE SHOWN RELATIVE TO MEAN LOWER LOW WATER (MLLW) (-0.7' NAVD88). AERIAL IMAGERY IS 2019 POST HURRICANE DORIAN IMAGE ;'y PROVIDED BY NOAA, ALe INFORMATION SHOWN IS FOR DISCUSSION AND PERMITTING PURPOSES ONLY. 7. US COAST GUARD DREDGE AREA DIGITZED PER INFORMATION PROVIDED IN THE REPORT TITLED "SUBSURFACE INVESTIGATION AND rQEOTECHNICAL LABORATORY AND TCLP RESULTS WALTER SLOUGH AND USCG STATION OREGON INLET DARE COUNTY, NORTH CAROLINA" PREPARED BY ANAMAR ENVIRONMENTAL CONSULTING. ROANOKE 501ND I W, ORE-60N INLET VICINITY MAP N.T.S. ATLANTIC OC<e`A'N DOCK MOUNTED DISPENSER AND LEGEND HOSE REEL (DESIGNED BY OTHERS) RECEIVED 17 _ -1 EXISTING ASPHALT PAVEMI NT J • DEC 27-(� 1- 7 EXISTING CONCRETE tDCM-MHL) F - ! PROPOSED DEMOLITION 00 + i- # # diml iT#—I # EX. UTILITY POLE I PILING SIZE AND PENETRATION I1#=Ili —! AS DETERMINED BY STRUCTURAL ENGINEER E HYDRANT -W , PERMITTED � I SUBSTRATE �� #- ----BENCH / PROPOSED - EX. WATER VALVE EX. SEWER MANHOLE (TYP.)------- � ___ -� -_ - �� DUMPSTER -----------------� _ PERMITTED - , - PAD TRANSIENT FUEL DOCK Ex. WATER METER `D 80 LF SS IO WOODWALK PERMITTED ---------- - DREDGE SPOIL N PROPOSED NFw EX15TIN67 *STRUCTURAL DESIGN BY OTHERS EX. ELECTRICAL CONNECTION /.•-\ o / '" TRANSFER AREA \ M M sy WALKWAY NTS IDEWALK/RAMP e�/e/ C N Op pR (36�23�8oi/VO�N�Nc \• EXsr200M EX. EXTERIOR LIGHT FN OA lY SF FACIPROPOSED LITY qiR ASFp . OFOk \ NEW FISHING EX. LIGHT POLE CENTER BUILLNG '\ ' ' PROPOSED CONCRETE Ii r \\ �•'� \ \ a d� \. J / \ PROPOSED ASPHALT I . :.:: • �P a \ \ a• ° a EXISTING O 0 e \ h .^ PROPOSED / BOARDWALK h� �N 06 DRIVEWAY J EXISTING w PROPOSED PERMEABLE PAVEMENT AND p' \/ BULKHEAD w RAMP Ld o' (MLUN1 :'G.0' PROPOSED RIP RAP 1 \ h0 O PERMITTED FUEL \. \.I�#i## �, CANOPY AND =1IHII=11'_#I# #I#_ h� PUMPS -- I1=1 ! t=1 I �� i 1 +1= # 1 # -� i �I I I={ 1-' t �\ M NEW BUILDING 1 \ \ PERMITTED \ cO cop ^p N `�\ to 100 FT PERMITTED CR HOSE REEL \ \ ° co0 ��\ .� \ \ 7/�j OSS SECTION co 100 FT �• co �/ *STRUCTURAL DESIGN BY OTHERS HOSE REEL \ `� ^. NTS 00 \ \ \ / • \ FUEL A3T'5 LO \ PERMITTED MAINT. / ,o \ \ \ DREDGE BASIN N \ + — 113,400 SF 00 � PERMITTED L �w/ /m ^ .\ d . SLIPS - ............ \ z TYP. U"i /4z PERMITTED PERMITTED FTED 100 FT % ^) — l f ExlsrNG "' j SEPTIC _ _ . _ .. _ .. _ .. \ ^� \ \ HOSE REEL HOSE REE J \ EXl5TING PUMPOUT - _ - - - tD o O `� J j PE ITTED NEW \ ' : 18 x10' DITGH/DRAIN z ,'? u� \ h PARKING SPACE STATION EXl5TING 5EPTIG FM 5HOtNN r� v " `�� 7 FISHING CENTER O J, cD cb ro "� BUILDING (TYP.) \ i . PER OPERATOR REDLINES J / Lb (NOT FIELD SURVEYED) FFE=11.0' / / ^° •- o `\�/ NAVD$8 RESURFACE ELEVATE ti ( ) EXISTING ASPHALT i N N ,D ROAD f T < N >\c1q \ / Elevations Table Number Minimum Elevation Maximum Elevation Color 1 -11.000 -10.000 2 -10.000 -9.000 3 -9.000 -8.000 4 -8.000 -7.000 5 -7.000 -6.000 6 -6.000 -5.000 7 -5.000 -4.000 8 -4.000 -3.000 9 -3.000 -2.000 10 -2.000 -1.000 11 -1.000 0.000 12 0.000 1.000 Go n '. _ EX15TING , ^ w rn / ph PERMITTED 20'x10' PERMITTED PERMITTED '• !_;-' DRAIN FIELDS o / SCREENED ° f AIR FILLING 3,530 GAL / / DUMP PAD - / Q DROP INLET WITH o PT 411 /{ 1,000 GAL 290 c� ( �, S STATIONS OUTFALL PIPE \! 1t °� M rn O PUMP TANK �U GREASE 289 ° �� ) N N cMv „� ry °' p o N f TANK ° PERMITTED r Iry N M M ...._ N N O oM d ,o J 288 [- Al ! I N N M N N o 0 _.. _.._.. / 2$7 COMPRESSOR PROPOSED N N EXISITNG 3" SCH 40 LO N N N N 2$6 SANITARY 0) FORCEMAIN N N N N 0 285 0 �(0 c' ze 284 0 _= 1 N N N N N co? _ N '83 -----� � PERMITTED --- -� PERMITTED 24' N v N N_ 3 N � o 0, � ------_--.—®--`—� DREDGE SPOIL CONTAINMENT WIDE 0 EXl5TING RELOCATE EXISTING CP � AREA PERMITTED ASPHALT DRIVE AISLE N PUMP SrArlCd cv �NNn FIRE HYDRANT Lo� 22,180 SF BASINS / C\j (O co 0) `ciN N (39STORM. 356 SF 090 ACRES) 114 IIII III t N N N N N N N N N 3,010 GAL I 1 i I N N N N N N N N N STB 451 SEPTIC TANK = _ _ _ = % `•� :. SUBSTRATE PARKING SPACES WITH 8" CONCRETE RIBBON i' I PROPOSED rDREDGE EXPANSION l-{i�) l`✓�i ' 12 5Q(�T�l (ORE(70/�l INLET RD) DEC 6 2021 CHANNEL DREDGE CROSS SECTION *STRUCTURAL DESIGN BY OTHERS NTS PF S DDnoncrn NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR DISCUSSION PURPOSES ONLYI EXISITNG INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. PAVILION ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS CROSS SECTION BY ANY REGULATORY AGENCY, ENTITY ORf AUTHORITY. *STRUCTURAL DESIGN BY OTHERS QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE NTS COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. GRAPHIC SCALE 50' 0 25' 50' 100' ( IN FEET ) 1 inch = 50 ft. 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P18078 DESIGNED BY JTM CMS DRAWN BY JTM BRJ CHECKED BY WDE ISSUE DATE 10122,120 SHEET N0. 11 2 SHEETS