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HomeMy WebLinkAboutSW8970921_APPROVED PLANS_20130624STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 q-jpq 21 DOC TYPE ❑ CURRENT PERMIT L� APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Z O 13 O �,0 2 4 YYYYMMDD 0 RIP I1 E F G J 1 NTS 3 0 5 0 7 PROPOSED EROSION & SEDIMENTATION CONTROL PLANS FOR THE PROCESS EXPANSION AT INVISTA S.a r.l. 4600 HWY 421 NORTH WILMINGTON, NORTH CAROLINA PROJECT SITE 4600 HWY 421 NORTH, WILMINGTON, INC 28402 STARTING AT WILMINGTON INTERNATIONAL AIRPORT G HEAD WEST FOR 0.9 MILE TO 23RD STREET. TURN LEFT ON 23RD ST AND GO A MILE MERGE ONTO US-74 W / MLK PARKWAY FOR 1.7 MILES. MERGE ONTO NC-133 S TOWARD WHITEVILLE FOR 0.6 MILES TURN RIGHT ONTO US-17 / US-421 /FRANCIS PETER FENSEL HIGHWAY HEADING NORTHWEST FOR 4.2 MILES TURN RIGHT INTO INVISTA SITE. SEE SECURITY LOCATED LEFT OF THE MAIN GATE. Q Z � T v co �Q m -p PKWY I LM 9 10 11 12 13 DRAWING NO. SHEET TITLE C-01 COVER SHEET SW-01 EROSION & SEDIMENTATION CONTROL PLANS SW-01A EROSION & SEDIMENTATION CONTROL PLANS SW-02 EROSION & SEDIMENTATION CONTROL DETAILS SW-03 EROSION & SEDIMENTATION CONTROL DETAILS SW-04 EROSION & SEDIMENTATION CONTROL DETAILS SW-05 EROSION & SEDIMENTATION CONTROL DETAILS 14 15 z o z h- c Z Ey W � � W W x Z z r" �I a e w Z w J \/ U z u U ~ Z h W � U y S � W W f z 0 3 w � rCl a W zz¢ F J R R R R R R R o w Z z w>>>>>> U J- ¢ 3 U Q' a K K 2' K w¢ w a a a a a n. u N w x x a a a a. d n. R R U Q Q¢ Q Q Q ARp��i�i� Wm 3ya 3 i�y'F'v41NEF' i98� 9;N ffi cET4 z May 31 2013 12:56 PM A W a4�ga�$�c�_�C�B Z o Vuy t;-, EN��I OAROIINA ENVI M VotA MRNp,GEMOF WAI R Q11A kv phew C4t� G (.H/13 1 C! 5 6 7 J 0 10 11 12 13 14 15 1 DESCRIPTIVE NORTH V 0 11� E 2 3 4 5 6 7 8 9 10 11 1 12 1 13 MATCHLINE - SEE MIDDLE RIGHT — �V11 - C-6 ADDITION WILL TIE INTO �- 00 � I �EXISTING SLAB THAT FLOWS � TO INDUSTRIAL SEWER SUMP PIT. — �—� FF O n ,�� 1 ASTF 4-0 I I — M - OO uw \\ tJ Ll—im—gym—gym—gym—gym— �im—ino \\ I o I — I gym—goo—im—um 8 NEW 10' WIDE FRENCH DRAIN AROUND WAREHOUSE o 8 NEW 12.4 8' WAREHOUSE o I . la Izo T ueTu T�T ° 8 EXTENSION Q Q — �LOC-11 I I $� I � gl S � °o II8 L_imloco—mo— ' _Y�---- 1—_4'SFN-- - -- — — �m—�m—�m—�m—gym—gym—gym— ------ —- - - - - -- ---�m—o�o—wo—wo—gym j STEAM REDUCING STATION (CONCRETE PAD FOR PIPE \ I - - �/ --_ / 'AIL' "'•. ��.. ��� \/ ICI FEEDm� o CURBED AREA WILL BE PUMPED m LOC- _TO EXISTING TRENCH AND THEN r. —g INTO INDUSTRIAL SEWER PIT — ADDITION WILL USE T EXISTING DRAINAGE PLAN L C-1 I RAILCA � TRUCK I' FLO DNG _ I Lw — ,� w F J I F—L__ J K RESINS STORAGE a- v o NEW CURBED AREA WILL FLOW TOWARD I \\ EXISTING CONTAINMENT SUMP AND BE '\ LOC-3 PUMPED TO INDUSTRIAL SEWER PIT- - LW 4 NECURBED AREA WILL FLOW TO SUMP .� AND BE PUMPED TO DIKE TO THE SOUTH THEN AND INTO INDUSTRIAL SEWER PIT. tf/� + �II r -- I ADDITION WILL USE EXISTING DRAINAGE PLAN LW - I LOC-13 ADDITION WILL FLOW INTO EXISTING_ SYSTEM LOC-5 �, II r _. - ----- - - 4' 111 _------- STAGING AREA FOR PROJECT EXCAVATI / NEW SANITARY SEWER PIPING APPROX. 30- BELOW GRADE goo 3000 GALLON STATE n � SEPTIC TANK �APPROVED emu"—im—L.o,A� o I 11 8 gI II � I I I� I II I PROPOSED II RESERVED SEPTIC REPAIR DRAIN FIELD (I AREA I LOC-9 5 TRENCHES AT T WIDE BY 140' LONG AT 9' CENTER TO CENTER. _- - - - - - !F LLLL. 14 15 v1 fy Z y W :zF J O 0 W r QI 0 Z E3 3 'Z O Q W Ll _ I H Q E'I `1 Z e a C=i Z I- I••Imaa. W W z I�19 r= x ❑ �ga`oS Z W U [-� J U L°oE ge La z w w E 7 ❑ Q IY U a Q 0- III I Z ❑ 3 A a Z 0 h W U z -J J LLI A A A g R W LLI ❑ W Z Z Y ❑ ❑ ❑ ❑ ❑ ❑ U -J iWi 3 U 2 Q' Q' w K Q' Q N Q W a- a_ a- a- a- a- u A A U Q Q Q Q Q Q Ld u Al is oFts 31 op����$�FI al i 4 & i q.•``'�QINE�•'y�� ����`18e i�jFMl Mlll*�`� F �HB�Hog i AW Un A May 31 2013 2:56 PMn,aaldQ11 E;z ❑ A` g CNais PRO_lftv RHO, I lu�) z ❑ LOC-12 8 PIPE SUPPORTS i J u U o U Q z I � rJ N El N / i i i MATCHLINE - SEE UPPER RIGHT 0 C c E F G m I J Ili 1 2 3 4 5 DESCRIPTIVE NORTH I i — I� \— I T W I A — STEAM REDUCING STATION / (CONCRETE PAD fOR PIPE p q SUPPORTS ONLY) T T LOC-10 �' �I LOC— . I CURBED AREA WILL BE PUMPED Iml TO EXISTING TRENCH AND THEN r--L —g INTO INDUSTRIAL SEWER PIT - ADDITION WILL USE E EXISTING DRAINAGE PLAN L C-1 I — 5 PIPE SUPPORTS IN I I� o �D—Lm—Lao—LOO—Laa -gj.. L, LCO—LOD 'lt lm LOCACOLCO— lW Li36 !EB !� -19D— 1➢D� _ Q Loo —.m —Loa—LOD—Lm—L —Lm �? LOC-15 PIPE SUPPORTS Ll LOC-2 \ ICI n / RAILC TRUCK - RESINS LC kD I� STORAGE � o LT IL i Ili 'I THERMAL OXIDIZER 1 1 2 0 0 3 1 4 1 _ 6 7 8 9 10 11 12 13 MATCHLINE — SEE MIDDLE RIGHT / `4 LOC-6 000 gym• v � Ll 1 i 'V 0,. __ il,N/ l l ' , T T oO I_nINI NI ra ], 0 olo — \ � I I � �f aD—Lo -- —imp—Loo—Lno1 INEW 10' WIDE FRENCH DRAIN AROUND WAREHOUSE 8 NEW 12' x 48WAREHOUSE 1 1 EXTENSION LI 1 8 I;I g ° e s 1 a � IL_LDo—ti' '" LDD—LDD—Loo LOD—LDD D - _ -- ----_ Lm—Loo—Lm—Lm—oo— D— ao—Loo —Loo —Lao—m0 —Lo0—Lao —Loo p p p p q p m p p _ _— RAW MATERIAL ADDITION O i f Lm J NEW CURBED AREA WILL FLOW TOWARD LOC-3 EXISTING CONTAINMENT SUMP AND BE PUMPED TO INDUSTRIAL SEWER PIT. O``-4 I NEW CURBED AREA WILL FLOW TO SUMP AND BE PUMPED TO DIKE TO THE SOUTH °O AND THEN INTO INDUSTRIAL SEWER PIT. ADDITION WILL FLOW INTO EXISTING SYSTEM LOC-5 1 II �r c \FM __ - _ ADDITION WILL USE EXISTING DRAINAGE PLAN I� LOC-13 SITE PLAN SCALE = 1" = 40'-0" 5 6 7 8 9 10 ADDITION WILL TIE INTO EXISTING SLAB THAT FLOWS TO INDUSTRIAL SEWER SUMP ' NEW SANITARY SEWER PIPING �APPROX. 30" BELOW GRADE —LSA—LCO �CD—LOD—LCD—LOD � ;----- i LODE — 6 3000 GALLON STATE —7Loo—/ APPROVED SEPTIC TANK 8 \ n I S _ I II I a °I \ I I I of I PROPOSED I RESERVED SEPTIC REPAIR jDRAIN FIELD AREA I I I I I "AGING AREA FOR I I tOJECT EXCAVATION 81 I $ I ILao —LoO—Lao im—`m—im—mo I Li 5 TRENCHES AT T WIDE BY 140' LONG AT 9' CENTER TO CENTER. GRAPHIC SCALE 111 12 13 14 15 v� ' w z W Z z O 0 r QI I H W zo Zi Z �) t: [,� o ! 13W U ["� w vs € Z J I"I �ro�e � A uw _ W � W w 0 z � o a a Q e Z O 3 A zwj W U Z 0 W Z Z 0Y 0 0 0 0 0 0 U J ni 3 U I I I I I D_' Q fn Q W d d R I d tL U W K 2 0- d 0- a- 0_ d 0 a a u 0 0 0 Q Q Q `��1111111///r/ Ilk�ssr'�U'y�[:�9M%� a i�•�•. NOINE.•�9 �� J 4���,tl.de May 312013 12:56 PM r0 i / g ! LOC-12 8 8 PIPE SUPPORTS 11 l Irr \ , e j MATCHLINE — SEE UPPER RIGHT LEGEND LIMITS OF CONSTRUCTION LOC-X LIMITS OF DISTURBANCE LOD 14 1 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 vi z w DESCRIPTIVE DESCRIPTIVE DESCRIPTIVE NORTH NORTH EXISTING NORTH z py GRAVEL 112' 0" EXISTING � 3 yp1 O'� Z 0 o a A EXIST G EXISTING G EL GRAVEL B 123 EXISTING CONCRETE NEW CONCRETE PAD C o 00 \ EXISTING ASPHALT H H 112 EXISTING ONCRETE D EXISTING GRAVEL GRAVEL W py Fin H o a o cH� J U 10'_0 z: a q N a W r 13 �W Zz u Ld I—+ UW m U Z V1 e 7 13 ¢ c w U J m U a a ¢ uj pq x NEW o CONCRETE PAD 3 � A za w z o in EXISTING EXISTING f Z w > > > > > > GRAVEL GRAVEL ou -i 13 u m m m m w w Q w¢ w m m o-o-d a U w a= n. a a a a. a Vl p A U Q Q¢ Q Q Q CARO��i i w Y �o4�FESsj.(.y' g` b Ago oe o NEW PIPE EXISTING SUPPORT (TYP) GRAVEL �j7 Fy01NE� �9�� J 't - Gt3eAl .IWO- �g a w pi �gk5€ May 31 2013 12:56 PM A pie� kqq �y t< �d�aqa�Gyat,QE �Y3$ 0 EXISTING C] CONCRETE E 0 EXISTING ¢ U GRAVEL 10 LOC-10 11 LOC-11 U LOC-12 z SCALE = 1" = 10'-0' SCALE = 1" = 10'-0" SCALE = 1" = 10'-0" 13 U U Q F Z J a Fti z DESCRIPTIVE DESCRIPTIVE a NORTH NORTH EXISTING GRAVEL f' w Li U Z 61'-4" W w EX G GRAVEL G o EXISTING GRAVEL ir 49'-0" 34'-0" EXISTING NE SIDEWALK CRETE PAD EXISTING EXISTING GRAVEL H sLAB H E TING NEW PIPE o GRA L SUPPORT(TYP) M - -- LOC-14 "7K SCALE = 1" = 10'-0" Y x U NEW \ > CONCRETE PAD I \ r` EXISTING DESCRIPTIVE I TANK NORTH o - EXISTING m GRAVEL -- - - - 48'-6" 0" NEW PIPE EXISTING ISTING SUPP TYP) BLDG GRAVEL o z EXISTING o _ J SLAB y w w � A 5400 EXISTING NEW G CONCRETE PAD � LEGEND LOC-13 LOC-15 1 SCALE = 1" = 10'-0" 1 SCALE = 1" = 10'-0" K LIMITS OF CONSTRUCTION LOC-X 0 z w 0 LIMITS OF DISTURBANCE LOD w Q a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 z 10'-0" 80'-0" 12'-0" 10'-0" NEW FRENCH DRAIN 0 NEW FRENCH EXISTING WARE USE NEW o 0 ON CONCR SLA CONCRETE v coo NEW FRENCH DRAIN NEW FRENCH DRAIN o K, = I I I I o I I � I I I N I I I I I I I I M I 1 r ro PROPOSED CONTAINMENT AREA —7— h:[r:B115:9 +` L PROPOSED CONCRETE SLAB n 0000, .000 �> s �O 1 / 20'-0" ,Cf _7 .0 III INFILTRATIOt����` II I 10' WIDE SWALE TO INFILTRATION BASIN 1 \ i / SPOT ELEVATION (DOSTIN V fi SPOT ELEVATION (PROPO i�PRCI k i 'A,Ij1lINA F�IVIRCNMLEI.,�. 10At' ., yr 'J��IVIISSION DIVISION OF WA QUALITY CAN co/ �(A3 PROPOSED CONTAINMENT NOTE -- RE IN CONTAINMENT IS THE BUILT UPON AREA. AREA IS IMPERVIOUS. STY FALLS IN THIS AREA MALL THE WASTEWATER TREATI 1 INCH - 30 !1 WE ARE PROPOSING TO UTILIZE THE 20" ROADWAY AS OUR MEANS OF EROSION CONTROL TO ENSURE ALL SEDIMENTATION AND EROSION STAYS ON SITE OR DRAINS TO AN ADJACENT INFILTRATION BASIN. DISTURBED AREA FORMERLY IN VEGETATION WILL BE SEEDED. OTHER AREAS SHALL REMAIN IN THEIR DOSTING STATE ROADWAY SECTION A , 47—wo1: NO SCALE lM FiLM NUMBER PROJ./W,( SCALE 1" = 30' DESIGNED LOUIS LEE DRAWN RVB 7NIS PRINT. AND IM INFORMATION AND CHECKED Louis Lee 00*4IOW 1♦ERElIK IS PROPRIETARY 70 APPROVED Nw" Oche, AND MAY NOT K USED OR REPRODUCED OR OMMOSM TO OINERS APPROVED VA7HOUT 1IE VAUTTEN PERMISSION OF 7NS OO rnw. PEiawnw REPRODUCTIONS APPROVED N WHOLE OR N PART. NCLUOM 10I 1100fS SHOP ORAI NK SHALL SEAR OR APPROVED 0 17/12/001 1 AS BUILT (PO # 4800022447) jRVB I LEL 1RKL REFER TO M NOTICE. 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