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HomeMy WebLinkAboutSW8961201_APPROVED PLANS_19980325STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 GIwlw DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE jggg U325 YYYYMMDD - w . I I 166 J -48 - N040 34, m i „ , to EX MH 214_ --T_� � a EX MH 184 ' EXST.' oiA �cl POND eh Cb I 1 c - -- - v O D Err F DOGW 0 S -� PINE - I I -__---�.._ F G- RAVEL PARK If�G AFPARKIFt�, I ,I III! �I SURF S WIT}14N z EXST. POND �'Iv� h' GRASSED AREA 6821 SF co 33 Ax i Y IMPERVIOUS AREA - 42539 SF , i o ' q i "' TOTAL AREA - 49360 SF 'i r EXISTING i ' � RUNOFF COEFFICIENT 0.85 u;" 612tCK oom coi«R BUILDING li /' r 1�/2" RUNOFF VOLUME - 5245 CF oO DISTANCE TO WATER TABLE - 5011 " NOTE: �' S1P5 0Z-4 F.F.-18.97 II U1 BASIN AREA BOTTOM - 3747 F O z 3 STOVE C011STRUC ION! �f B S THERE ARE NO ENTRANCE BASIN AREA TOP 4680 SF BASIN STORAGE DEPTH - 1.25 DELINEATED WETLANDS . ON PROJECT SITE. ,j STORAGE ELEVATION 13.25 MSL \ STORAGE VOLUME 5267 CF DRAINAGE AREA I- ------ x .. WOOD,WALK v \ \ a (LjA4 i 6.09 i =x; FOR BUILDINGS g i j .I ;I INFILTRATION RATE (AVERAGE) - 1.00HR. - _ ` t\l\i.' n � SHOWN AS 4 1 ' i .� DRAWDOWN TIME - 1.00 HR. BOGUE SOUND r�7e°09'M1S" C, J j jURTLTANtV -r r HATCHED AREA. s �. XISTING 6 MAI#i I;il G P G H 40 W/ FRIVY MAT -RI TYR 8. 98 _ Pik? HOUSE JI is 7 (Pd V R 1: 0 X Di SIZE IN FIE{ D PUMP T LA-4 4 ���'" N73°23 14W t' f x � RIOR Ttf INSTdLLATI, , �,I ' - _ . �+� �� NOTE BUILDING:; 1AY.' 14,Q >> CB•1 76 !� /� ,x''4� o;� .I . r;; S S s OPC N CUT ROAD ;:'', ' CONTRACTOR SHALL COORDINATE EXST . DOCK i DA-2 : ;-" ,S ' FOR 3" PVC WAT Rlt�! ALL UTILITY CONNECTIONS W/ THE °rDA4 �� & '6" PVC FIRE Li Elie„ 1'�:. 6X6 TT&V TOWN OF MOREHEAD CITY, ADDITONALLY LIi _:: z:5 r'', I ALL UNDERGROUND UTILIITIES SHALL BE w = ' !i LOCATED BY THE APPROPRIATE UTILITY AVOIDROOFORAINS 6",PVC SEW 1. MIN C -.I � 'S DAMAGE PRIOR DURING NEW INSTALLATION. (' 181' F.ES 2 ROOF DRAINS �REE DURING THE CORING & BOOTING THE SEE DETAIL X MH 55 METER VAULT W/ BYPASS TYP:'-� �' � � � CONTRACTOR SHALL PROVIDE APPROPRIATE LA-2 „ q, �, � � � AND DETECTOR CHECK to 7 6.PV FJR� LINE BYPASS SO AS NOT TO INTERRUPT FLOW OF INV. 1 s.73 --- �l OPF' r§i/a" / i' � EXISTING SEWER LINE. Aj 5o LF NS COASTAL PRGCES`S,' TREE / VEGETATED FILTER L 2 AND'ENV ONMENTAL 1-IEALTF�" PROTECTIO 1 4, DITCH TO DAYLIGHT 10 DIP 1"LDI RVC GRATE FENCE CULVERT DATA 2 �'g7 Irw. z a:: `"" LA-4 / N0. SIZE LENGTH TYPE INV. IN 1NV.OUT SLOPE { I TREES - a TREE 1 12" 20.60 RCP 15.90 15.83 0.63/. Nv,•10.Do- �_ �_ 2 4 LF 18° RCP 0 1.59/ 12.51 5 �B 1 2 15" 86.60 RCP 15.73 15.47 0.30/ 6 15 RCP 0.3/ -if 77 DIRT 12'CAK { _ INV OUT=13.25> JB •2 DRIVE _ 3 15" 113.80 RCP 15.37 13.50 1.64Y. { 4 15" 84.80 DIP 13.40 12.87 1.23/ f� \` 9,. CEDAR 12" OM a <EOAtt P 8 �� l f 2a OAK" 5 15" 88.00 RCP 12.77 125"1 0.30Y, o�n RC J INV-12.51 1_ �`� 1 OAKS vv 1s" PINE _ LA-22� OAKS �� I 6 18 204.00 RCP z-25 10.00 1.59/ { CHERRr Q-1 t_ Oar I , 10' 110.00 DIP 12.84 12,51 0.30/ 8 18" � 2.00 RC0 P 12.51 12.0 0.71X I { Ex I T OAK - -------- - --- N OUT. 12.G' 3 _ EXIST. DORM / �1 28OAK GRADE BC)TTOM OF POND FLAT SEE DETAL WOOC LARGE BARGE {.- :LA-�, DECK CEDARS G°'KS�I � HOLLY ' /Sij _ 12.0 /�� s o rr, I '< j _ .>56 I �j cx> a I 1 i8l, F VEGE FILTE INV.- JUNCTION BOX #2 SEE )FETAL 8, LA 4 F� F,, 0N,7 _IETAIL RCF' TO P-DND NTS FENCE -FINISIED DIKE SLOPE ;\% 18, RCP FLARED END SECTION 5 '"- I F INV. OUT \ f12.0 NCDDT CLASS "A' RIP -RAP FOR EROSION CONTROL :ND 10, INFILTRATION POND #1 BOTTOM ELEV.=12 00 M L TOP ELEV.-14.00 V L TOP OF RIF-RAP SPRFADFR 0 TOP OF POOL NCDDT CLASS 'B'RIP-RAP FOR ERROSION CONTROL ,A SECTION - RIP RAP FLOW SPREADER LA-2 SCALE %2°' = 1' _` 13" OAK FENCE ,-11 RLP I : I /"DIKE I=[NL`HED HIa `IJR(- -TIE T Ft IOF Rj P PAP SPREADER TO +1'.L E! E4ATIOII A 3 PLAN - RIP -RAP FLOW SPREADER LA-2 SCALE If4" = 11 STORM DRAINAGF S(,`'HEF)1-Ii. STRUCTURE_ RIM IN IN N IN JB#1 6,18I"- w I I J B # 2 '6,30 N 12 1 l CB#, 6 30 r j 3,SI_) 1 13# 7 C N N ( 1 -77 L=, vv 1,2.51 S)E 5. ,3 / W 13,40 N E 1 73 MASONS FL('W C PRF );Oc -- I V TE & MAINTAIN MORT�a; .n sI t8° FES ILK S 4LL JRDING TO t D1 AND OPERATION 3:1 SIDE 'LOPE ,. 'J & iA1NtNANCE SCHEDULE TYP RO T H SIDES \11 X t NOTE: LINE I I 2 LF OF }-`dANNEL W/ RIF RAP FLOW SF'REA'DER AND 'vEI0I1T DIS�IPATOR d 50 v,MEIIIAN DIAJ= 0.5' APPROVED NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION �IVISION OF WATER QUALITY, ,{{��/� Date nlbM4�c *PL- rn StorMapr ParMt Nor"I'$ FLARED END SECTION 10IRMWATE Rcl E C E I V E w NTS D ;N.JAN 211998 w v D E �VI laPROJ#S(u$_ `I (ZU/ I= JORMWATER MANAGEMENT PLAN vvo MNCR wv.&M/V rift MAIM ft 1/wn #r" mv. ,Iwff. g ss� V I� oO ES. T wh h p�N C c� p\abT�� g' E . •. uSI5N . o ""pAITEC ...... , O"` a g �_. rn e % c, ti �o���s„y y�o, P A Iea U U x a U U z DATE 6/21/96 SCALE V=30'-0' DRAWN RDC''� JOB 95053.02 SHEET LA-2 OF 4 SHEETS