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HomeMy WebLinkAboutNCS000057_Renewal Application_20161031g'�mC 11) lnll4 October 27, 2016 Mr. Bradley Bennett Supervisor Stormwater Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Subject: NPDES Stormwater Permit Coverage Renewal Chemical Specialties, Inc Permit Number: NCS000057 Dear Mr. Bennett: Chemical Specialties, Inc. (CSI) is submitting the attached supplemental information for renewal of an individual National Pollutant Discharge Elimination System (NPDES) stormwater permit. Included in this package are two copies of the following: Site maps: SP-000-01, Drain 2008, Drain 2008-2 Summary of Analytical Monitoring results Summary of Visual Monitoring results Summary of Best Managment Practices • Signifiant changes in industrial activities • Certification of the development and implementation of a Stormwater Pollution Prevention Plan Along with this permit renewal package, CSI respectfully requests a reevaluation of the current benchmark values for copper and zinc. An extensive effort has been made to reduce the discharge values of these two parameters. CSI has implemented both physical Best Management Practices (BMPs) and procedural BMPs, however, sample results remain variable for both. Due to the large quantity of galvanized roofing and chain link fence, as well as tire dust from fork trucks and tanker trailers, zinc is ubiquitously present throughout our facility. Based on historical empirical data, the implementation of various BMPs during the previous nine year period did not correlate to any decreases in the discharge values for copper or zinc. CSI's stormwater discharges are into the Rocky River in the Yadkin-PeeDee river basin via Outfall #1 and Outfall #2. PO Box 1330 • 5910 Pharr Mill Road • Harrisburg, NC 28075. 704-455-5181 Main Fax 704-455-6507 • Purchasing and Transportation Fax 704-455-5987 Lab Fax 704-455-1123 • Accounting and PoleCare Fax 704-455-1940 Engineering Fax 704-454-5348 Currently, there are not any established TDMI.s for copper and zinc in this part of the Yadkin-PeeDee river basin. The Rocky River (stream index 13-17) is designated a Class C waterway. Previous water samples collected by CSI from the Rocky River indicate higher values for copper and zinc upstream of our facility than downstream. In efforts to achieve continuous compliance with our stormwater discharge permit and to prevent any quantitative water quality exceedances, CSI would like to request an increase of the copper benchmark value to 150 micrograms per liter and 300 micrograms per liter for zinc. If you have any questions or need additional information, please contact me at (704) 455-4171. Sincerely, Jeffrey Bruening EHS Manager Supplemental Information Chemical Specialties Inc NCS000057 Supplemental Information Item No. 4 Best Management Practices Utilized at the Facility Because CSI is a chemical manufacturer, most of the facility Best Management Practices (BMP) revolve around the concept of minimizing chemical contact with stormwater. In that effort, the CSI facility uses the following BMPs: • Indoor storage of product and raw materials where practical. • Redundant tank level indication. • Indoor & outdoor tank storage has secondary containment. • Inorganic secondary containment stormwater goes to WWT system. • Wood preservative secondary containment stormwater is collected and returned to the operating process. • Preventative maintenance to minimize leaks and drippages from the piping systems. • Tanker, railcar and hose inspection program. • Full tanker parking area drains to a lined spill lagoon which is part of the WWT system. • Concrete paved driveways sloped to catch basins which are piped to lined spill lagoon which is part of WWT system. • Series of stormwater system drains to minimize erosion. • Series of stormwater gate valves to divert stormwater from river in the event of a spill. • Curbing and riprap to minimize impact of sheet flow. • Railside track pans. • No on -site maintenance of trucks or vehicles. • Curbing along the south side of driveway to contain potential tanker leaks/spills. • Nonhaz waste minimization program decreased waste generation from 48 tons to 12 tons/year due to recycling effort and less waste such as raw material product storage bags was placed in dumpsters. • Oil water separators to collect oil from air compressors to eliminate possible oil contamination to stormwater. • Written operating procedures and operator training. • Spill kits with drain blankets. • Semi-annual inspection of secondary containments and stormwater collection drains and production areas. • Annual employee stromwater training. • Copper handling and management program. Please find attached a table indicating materials manufactured, handled or stored and the associated BMP for each specific product. This table is intended to comply Item # 4 on the Supplemental Information Checklist. Supplemental Information Chemical Specialties Inc NCS000057 Supplemental Information Item No. 5 Changes in Industrial Activity In order to minimize stormwater exposure to copper, CSI is now receiving approximately 80 percent of our copper in "chopped" form and transported in super sacks. CSI believes the implementation of this Best Management Practice (BMP) will significantly reduce stormwater copper exposure. CSI continues to be a chemical manufacturer that produces inorganic products for industrial and agricultural applications and wood preservatives. Inorganics include metal nitrates such as calcium, magnesium, aluminum, manganese, copper, lithium and zinc. Metal chlorides including aluminum, magnesium, zinc and manganese are also produced. Other products produced by the inorganic branch of the business also include metal acetates, such as magnesium, lithium and zinc. While product mix does vary, the product offering in this product line has remained relatively constant since the last permit issuance. Organic biodegradables manufactured include organic biocide, alkaline copper quaternary (ACQ), chromated copper arsenate (CCA), DBlaze fire retardant (phosphor -ammonium boron compound) and water repellants (wax based products). While these products have been manufactured or handled at the facility for many years the wood preservative industry has transitioned from metal based chemistries to organic based chemistries based on biodegradable biocides called ITAs or chloroisothiazolinones. Hence the volumes of CCA and arsenic acid are minimal with the launch of the new organic products. The production of these organic based products includes the storage and handling of new organic chemicals including; castor oil and derivatives, emulsifiers and the organic pesticides Imidicloprid and Tebuconazole. CSI has discontinued handling the following organic based products since issuance of the previous Stormwater permit: Dowanol, Tergitol andTexanol. N Supplemental Information Required for a Renewal of Individual Stormwater Permit BMP Summary Chemical Specialties Inc. NCS000057 Material Storage Location Usage Qty Stored BMPs Utilized Arsenic trioxide bags Indoor Waste Bags washed 3 times. Material stored indoors. Stored outside and under roof. Equip. is deconed prior to Abandoned equipment Used equipment/Bone yard NA Varies storage. New storage shed in bone yard (2009) to minimize contact with rain and major equipment cleanup. Stored outside in tanks w/ secondary containment. Acetic Acid Indoor &outdoor tanks Raw Material 40,000 Ibs Stormwater back to process. Containment repairs made in October of 2010 during scrubber installation. Main production areas/storage ACQ under roof with secondary Tank farm that is under roof Product <500,000 Ibs containment. High volume of tankers transported across site. Stormwater back to process. Ammonia 19% Raw Tanks have secondary (ammonium hydroxide) Outside tank storage Material 90,000 Ibs containment. Stormwater back to process. Material Storage Location Usage Qty Stored BMPs Utilized Stored inside in drums, used Antifoam (silicone) Indoor & minimal outdoor Raw Material <100,000 Ibs outside in areas w/secondary containment.Small vol. transferred. Arsenic acid Indoor &outdoor (some process Product <1,000,000 Stored outside in tanks under roof w/seconds containment. tanks not under roof) Ibs All stormwater back to process. Stored outside in silos within Arsenic Trioxide Indoor & Outdoor Raw <1,000,000 containment. Bags stored Material Ibs indoors. All stormwater back to process. Boric acid Indoor & outdoor Raw Stored inside. Only in small Material 70,000 Ibs volumes outside. Stored outside in tanks but Carbon Dioxide Raw maVI/indoor & outdoor Raw 60,000 Ibs becomes gas at ambient temp Material and pressure Stored outside in new tank CCA <1,000,000 w/containment and level (60%) Indoor &outdoor Product Ibs indication. All stormwater back to process. Chromic acid Indoor Raw < 500,000 Ibs Stored inside in drums Material Copper Ammonium Stored outside in tanks w/ Carbonate (Compsol) Outdoor Product 575,000 Ibs secondary containment. All Material Storage Location Usage Qty Stored BMPs Utilized Stored outside in tanks Copper Count N Indoor & outdoor Product <99,000 lbs w/secondary containment. Small (Copper Ammonium consumer commodities stored Acetate) inside. All SW back to process. Copper metal Indoor Raw Material 120,000 lbs Stored indoors at all times. Rinse filters prior to disposal to minimize chemical content. Use hard topped covered roll -offs to Copper wastes Indoor & outdoor Waste 30,000 lbs. minimize contact with rain. Only empty totes are stored outdoors. Routine inspection by operations. D-blaze Stored outside in tanks w/ Outdoor Product 100,000 lbs secondary containment. Stormwater back to process. Filter media (diatomaceous earth, Indoor & minimal outside (spill kits) Raw 60,000 lbs Stored indoors. Spill kits covered clay) Material w/plastic Fuel Oil <10,000 gal Stored outside in double wall LLoil Outdoor tank. Material Storage Location Usage Oty Stored BMPs Utilized Stored outside in silos. Hydrated. Hydrated lime & Outdoor & minimal indoor storage Raw 350,000 Ibs Hydrated lime area drains to Calcium Hydroxide solid of bags Material WWT Unloading procedure in place Stored outside in tanks Hydrochloric Acid Outdoor Raw 300,000 Ibs w/secondary containment Material structure. All captured SW to VWNT. Hydrogen Peroxide Outside Raw Material <100,000 Ibs Tank has secondary containment. Imidacloprid & Tebuconazole Indoor Raw Material 50,000 Ibs Stored indoors. Raw Tank has secondary Magnesium Hydroxide Outdoor Material 850,000 Ibs containment. Stormwater to VWIIT. Reactors controlled with weigh Metal Acetates (Mg, Li cells and PLC. Outside area & Zn) Indoor & outdoor Product 180,000 Ibs, sloped to drains. All stormwater drains to WWT system. Totes stored indoors. Operator training. Metal Carbonates (Cu, Li, Mn, Na) Indoor Raw material <100,000 Ibs Stored inside in containers. Material Storage Location Usage Qty Stored BMPs Utilized Reactors controlled with weigh cells and PLC. Outside area Metal Chlorides (Al, Mg, Zn, & Mn) Indoor &outdoor Product 900,000 Ibs sloped to drains All stormwater drains to WWT system. Totes stored indoors. Operator training. Reactors controlled with weigh cells and PLC. Outside area Metal Nitrates (Ca, Mg, Al, Mn, Cu, Li, & Zn) Indoor &outdoor Product 1,670,000 Ibs sloped to drains All stormwater drains to WWT system. Totes stored indoors. Operator training. Secondary containment for tanks. Containers stored inside. Zinc Metal Oxides (Cu, Al, Raw 1,060,000 Ibs oxide empty raw material bags Mg, & Zn) Indoor Material are placed in plastic bags prior to disposal in com acter. Stored in tank farm under roof Monoethanol-amine Indoor & outdoor Raw <1000000 lbs with secondary containment. Material Collected water goes back to process. Raw Tank has level indicator and Nitric Acid Indoor &outdoor Material 500,000 Ibs secondary containment. Stormwater goes to WWT. Bulk storage tanks under roof Raw with secondary containment. Oils and waxes (linseed, Indoor and outdoor Material <100,000 Ibs Most production indoors. Some mw 2, castor, pine) & containers stored inside but used Products outside in areas with secondary containment. Oxygen outdoor Raw 65,000 Ibs Stored outside in tank but Material becomes gas at ambient temp. Material Storage Location Usage Qty Stored BMPs Utilized Raw Stored outside in tank with Phosphoric Acid outdoor Material 80,000 Ibs secondary containment. Stormwater goes to WWT. Raw Outside storage is in tank farm Quaternary Ammonium Material that is under roof with secondary Compounds (Q-50C, Q- Indoor and Outdoor <1000,000 Ibs containment. Collected water 5097, CTAC) Product goes back to process. Smaller containers stored indoors. Sodium Hydroxide Outdoor Raw Material <100,000 Ibs Stored outside in tanks, all stormwater goes to WWT system. (Isothiazolinones or Raw Bulk storage in indoor tanks ITAs) Material <500,000 Ibs w/containment. Process area Indoor & Prod. indoors. Timber rubbish & debris (PPE & misc. debris) Waste material/indoor Waste 24,000 Ibs. Stored indoor in containers. Timbersaver Indoor Product <100,000 Ibs Stored inside Bulk transfers have ceased. Ultrawood Indoor & outdoor Product <100,000 Ibs Product is only transferred to totes indoors. Most pallets on recycle trailer. Some stored outside. Prod. Wood pallets Recycled indoor (trailer) & outdoor Waste Multiple contamination minimal. Pallets decon'd prior to recycling. J. STORMWATER' POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION CERTIFICATION North Carolina Division of Energy, Mineral, and Land Resources — Stormwater Permitting Facility Name: Chemical Specialties Incorporated Permit Number: NCS000057 Location Address: 5910 Pharr Mill Rd Harrisburg, NC 28075 County: Cabarrus "I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) document and all attachments were developed and implemented under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information gathered is, to the best of my knowledge and belief, true, accurate and complete." And "I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP has been fully implemented at this facility location in accordance with the terms and conditions of the Stormwater discharge permit." And "I am aware that there are significant penalties for falsifying information, including the possibility of fines and imprisonment for knowing violations." Sign (according to permit signatory requirements) and return this Certification. DO NOT SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION. Signature Shawn Turner Print or type name of person signing above Date k-7 (o Site Manager Title SPPP Certification 10/13 1 2 3 4 5 6 7 8 9 1 11 1 13 14. 15 16 17 -EXIST. 8" PVC FROM STONE GRATING RAIL UNLOADING OVERFLOW o :t)o • o°Oo• oo. RIP -RAP ROCK BALLAST °°oog• or,7• SHED STONE TO TOP ° FABRIC WA.� PLATE TO SEAL °��° �®0 OF R.R. TIE ELEV. 0°0 TOP OF C.B.Qo ° D 6" FLEX DRAIN DETAIL #3 NEW PI_ ANT NORTH 8" D.I. PIPE EXIST 12"RCP EDGE FOFNCH ASPHA TINCUT 18" DRAIN TO 16 20'X12" TRACK PANS TO DRAIN % UNDER TRACK TO 10 NORTH _ U_ �- INTO TANK FARM CONTAINMENT NEW 24"X36" CATCH BASIN W/T.F. ROOF DRAINS NEW 12" RCP TO PRODUCTION AREA TIEOS DINBELOW TOP OFF TANK FARM WALL AIUNDERGROUNND DETAIL 5 8" D.I. PIPE GRATE AT L.2"-0° DETAIL 12" RCP & NEW CATCH BASIN TA (SECTION VIEW) (SECTION VIEW) F FRENCH DRAIN TO TEI-IN TO EXIST.8" D.I. DRAIN (BELOW GRADE) \ OUTFALL #2 \ / 4- Q-- q--: EMERGENCY SHUTOFF VALVE +�+ I TRUCK WALE 73-004 GRAVEL ROAD =(7t-3n24T-32S T-328F�) T-332 T-334 T-338 \VALVE ® CATCH BAS,:T STORMWATER (RIVER) ri T-320 T-321 221 T-329I T-J33 T-335 r-337 ww1 RACK To PRnCFSS r - �; Q E�-230 �„Ay„ �� ��, _A■■■ u�■■r M 1 U D b N C R E T E PAD CONO2tlE DOCK F-38 a ❑ C) NE-35 soo AREA r, , °520❑ �- rn-510 IF COPPER NITRATT -1 - gt_250 T-� ,�4;cM 77 - .-u 128 T-523 F P-� 1.� E_30 32 o wu' O C7 ❑ BIDC 18 am 15 ■ © lit' ',•„ _ ■ _ P- �P�313 T-1BB 2 a T-148 T-147 � 37 BLDG 17 \y' T-78 t�' 5-281 fi R- T- T- 0 - 1 m T T-1B8 ®❑ 0 AG-275B � 3 O \ r-� A- A- P A 31 ■ T-279 T-8 T-152 0 0 \' 1 S-144 r , DC-142 XE-261 O Af-217 p WW2 WI_55 U ` R- II R- R- AD-218 ® ��'� O AC g T-� _ O T-07 P 307 0 FN-281 T- 7-308 T- 1 ' T_5 T-151 225 ,43 742 E-14 O T-44 O _`. _ HE-S7A aDc (SEE NOTE #2) R-40 07-73 o s s7A 0 A -2170 ■ ■ Q '- D"9 ■ ( OTE #1) F-14U_ H 5- •A\ O TO-OD1 // A-a01 `0 R- 2 T 11 7 31 - /(� ® (� F-f4B8 O O o -� - CT- p011QN--�\S-iEWl 41.Jj � -1 5 �. T-1� T-181 7-128 T- 24 7 A A A 37 A 31 T 9 T_1�r T-185 r-2n0 ,e T-254 elnc L�Jp ❑- 25 ® T-BS-= P-50 + ■ - P- ` T-1&7 MS XB-001 T-127 T-125 T_200 -254 \} AX71-FOAM T-1J8 T-137 T-138 T-121 __.,.� - B3 BLDG �_� T-97A T-92B T-115 B T-94 R_SB N6 r-� r P �0 T PRODUC I T-11B T-117 WW3 i-87 k\� BLDG T-135 T-134 r-133 01 TAI _ p k��k T_t7B O T-118 -11 T-113 ,L ----�+AA \} 29 ��F�777 T-,20 T-181A T InIB ° �gor 0'X12' TRACK PANS TO DRAIN T-'� o' +\ FN,EWATFR TANK II T-1,2 T-111 O NTO TANK FARM CONTAINMENT } �P ,D RED. -� \ Qom: Q�-' T-124 T-1 + T-1n � ° T-41 T P- ° R_� i(Ca71 -107 T-108 T T-205 \}\+ O BLDG 24 BLDG 22 t T-122 i-109 T-105 7_58 NEW T-1C8 T-107' A T-72 \ __ LUCKS Pu. B c BLDG T-70 - 2 5 ��9 HE-1 70 102 88 8! 88 i-188 O i 5-172 R-104 R-103 HE-71 NEW R-1J8 -17 S-10B LOCKER RM. T-253 T-252 ° ° +\ NIS BLD BLDG COP O O -189 �1 NIS---------------- FRENCH DRAIN STORMWATER DRAIN TO 20 YELLOW HANDLE - SCREW CLOCKWISE TO PLUG TEE INTO STORM DRAIN LINE FRENCH DRAIN -"- FRENCH DRAIN ( OVERFLOW LINES TO LINED LAGOON FROM C.B. #11 TO STORM WATER. DETAIL (OLD BOILER BLOWDOWN PIT) DETAIL4 (SIDE VIEW) s ® O s,o T-A\ I, - rRuc2c ScuE T$-002 7�1 DOCK 1 �14 2 � 24 l) n BUM 13 LDIIK OFFICE i_�R, 1 R r-,99 192 P-192 R �SjB U XH-19iA � E-5716 o-s x-n 0 WW5 LAB G BLDG 5 N. N.C. R k D L A B BLDG 5B T-WO 1 " �o f 0 __jr DITCH N GRAVEL ROAD No BLDG 9 88--- Fx t7 WW4 a OFFICE BLDG 8 P-0038 0 T-ON 0 P CT-002 201 211 221 2,31 241 251 2(Jj 2 71 281 29 LINES TO WASTE WATER TREA MENT SPILL SUPPLIES LISTING A OVEGROUND STORMWATER DRAINS ROOF DRAINS) LOCATION USW UNDERGROUND STORMWATER TO WWT VIA LINED LAGOON A. MAIN DOCK BLDG. 14 - (ONE DRUM WITH PADS AND ABSORBENT PIGS) B. NORTH END S-8 BLDG 1 (TWWO DRUMS WITH ABSORBENT PADS AND PIGS) ---- STORM WATER LINES TO RIVER C. SPILL SUPPLIES BLDG. #17 (ABSORBANT CLAY, REDUCING AGENTS,NEUTRALIZING CHEMS, SHOVELS AND SQUEEGEES) D. SPILL KIT #3 DRIVEWAY (ONE DRUM WITH CLAY ABSORBENT PADS AND PIGS) �-- UNDERGROUND STORMWATER E. #4 WAREHOUSE BLDG. 230 (CLAY ABSORBENT , PADS, PIGS) LINE W/CATCH BASIN F. TEXTILE PLANT BLDG. 42 (ONE DRUM WITH A DRAIN BLANKET AND PALLET OF ABSORBENT) G. ACQ TANK R AND A ABSORBENT) � � BACK TO PROCESS BACK NTAINENCESHOPHOVELS H. MAIBLDG 4 (ONE DRUMTWIOTH ADS) SW TRENCH SWAIL DITCH TO RIVER CATCH BAD IN LISTING LOCATION 1. BACK ROAD SOUTHWEST OF LIME PIT 2. BACK 0 - S-8 BY BLOWER SHED 3. NORTH OF S-8 AT LOADING DOCK 4. ACROSS DRIVE NORTH OF S-8 5. S-8 BE"WEEN ADMIN. BLDG. © S-8 6. ADMIN FARKING NEAR S-8 7. PARKINC LOT IN ADMIN BUILDING #2 SOUTH OF S-8 _x-x-x-x----x-x ,�-w--,` 8. MANAGERS TRAILER UNDER STAIRS -1 9. TRASH COMPACTOR AT S-8 +� 10. PARKIN] LOT OF ADMIN BUILDING #2 SOUTH OF S-8 +� 11. SIDEWALK NEAR HANDICAPPED PARKING AT SIDE OF ADMIN. 12. SOUTH OF LIME SILOS BETWEEN RR TRACKS AND BACK ROAD. T.-40P NI ✓ T-4� T-S .,�'� 13. MAIN DOCK AT PALLET TRAILER +\ x/ /X� 14. MAIN DOCK STAIRS *� 15. LIME SI.URRY PIT x-w- 1 16. MGoH • ANK SUMP AND COVERED SUMP lax -'max- 17. #2 DRI' /EWAY TWO SUMPS ! 2 18. 198 MCC ROOM 2 AC-21 19. BEHIND ACQ PLANT 20. RIVER )RAIN AT TEXTILE PLANT 21. 198 GFAVITY TANK COVERED O 22. OXYGEII TANK AT 198 PLANT awl 23. PETTIB )NE PARKING °-' 24. SIDE E JRANCE #4 WAREHOUSE O 25. SMALL DRAIN END OF #2 DRIVEWAY 26. MAIN f RVEWAY SCALE TRENCH DRAl 1 5 WASTE WA _ER SUMPS _ WW1. RAIL`.IDE COLLECTION SUMP. WW2. BETV EEN T-95 & T-50 (HYDROXIDE SUMP) WW3. S.S. SUMP AT DRIVE #2 1 WW4. BOILER ROOM SUMP WW5. LAB BASEMENT ROOM SUMP BLDG 7 30 IA I C H \ SPILL KITS TO WASTE WATER TREATMENT PLANT 8 �.\ LOADIZ AREA � LOADING DOCK TC STORMWATER n _0 BLDG 4 I IEo u A I N T E N A N CE BUILDING BLDG 101 ENGINEERING EtISTING BUILDING 66'x28' Ka m 'RR TO LINED LAGOON / WRGE KSY SW -OFF VALVE 4" CPVC PRE -CAST CONCRETE SUMP NOTES: 1.) 198 COOLING TOWER BLOWDOWN IS PIPED TO WASTE WATER LINE. FROSTORM DRAIN M LOADING DOCK 2.) 1 1 /2" HOSE CONNECTIONS TO PUMP PIT WATER TO T-34. 12' RCP TO EITHER STORM OR WASTE W/ TER SYSTEMS. (SEE DETAIL #3) _DETAIL #1 -° ROOM SUMP DETAIL O; O O O O OO /CIj�F 1;IFtgfl 3 14 15 16 17 18 19 0 21 22 16\ T�\ 18\ 19 \20\ 21 \22 \23 \24 \25 \/16 \27 \28 \29 \30 1 \2 �3 T4 T5 \6 \7 �8 �9 �10�11 \12 \1� EXISTING GRAVEL ROAD DRAWING UPDATES DRAWING UPDATES REV PER 2007 SITE SURVEY AS -BUILT PER 2006 4 REVISED SPILL KIT LOCATIONS SITEPLAN 2004 UPDATE SITEPLAN 2002 UPDATE 1 AS PER COMMENTS (D.C.) PRELIMINARY N0. REVISIONS I IN I 10 CHEMICAL SPECIALITIES, INC.J8/05/11 WLM R 03/19/10 TBC is =PAS' HARRISBURG) NORTH CAROLINA /14/08 ATJ JS (r Da.. 9/19/06 DSW JS CSI MASTER SITE PLAN 6/23/05 DSW TR ROOF DRAINAGE, WASTE WATER S /13/04 DSW TR 0/23/02 DSW HH 8r UNDERGROUND STORM WATER 11 /17/00 DSW H H MRD CAD NO. SCALE DATE 11 1"=50' 1/01/95 5/9/00 DSW PFZ PROJECT NO. DRAWING NUMBER REV. DATE BY CKD. S-1 TE. DRAIN-2008 8 T 1 21 31 41 51 6 9 10 11 121 13 141 151 161 171 181 191 201 211 221 231 241 25 2(') 1 271 29 1 30 GRAVEL ROAD �H7 PI ' T-322 n 7-323 T-324 T-328 7-328 B O1G T-332 T-334 _3 T-11, PIPES ON PEIRS LG-008 30ABOVE GROUND o i-320 i-321 T-325 7-327 i-329 i-330 I-337 T-3}J i-335 T-337 OVERHEAD TO BUILDING 20' LG-Oi6 QLG-015 ABOVE GROUND CJ CAP-231 C4J 7 LG-DID LG-011 LG-014 LG-013 LG-009 LG-012 muw CONCRETE PAD CONCRETE DOCK F-3 " 0 fff---III H-250 +o -F-302 CONC m� - ❑ WI-570 HE- DC- 2 %74 WT OF SERNCE T-523 -521E-15 MCC-1 225 - 4 BLDG 28 47 T-148 BLDG 17 BLDC 18S-261 BLDG 37 BLDO 38 BLDG 15 .P-261❑ AC-TI5B DOCK 7D T-fi i-152 T-150 VP-1430 ,z 41P-1142 P-165 ❑ AC-215 T-226 HE u HE-261 []iuuu��� N1-SS P- T- 07 T-308 i-31 0 0 -151 o R Q R R D-218® �_267 ❑ AC-217A m Q F-307 T-5 i-151 LDG 3 225 $ 4 143 142 _ + $ s HE-57A VP-142 s -31 P-2 1B 1 NIS AIR w P-157C 0 0 - 0 REDOVER 0_g -�_ -73 ,L� o S-57A o R CDVER T-241AO P-236 ROwO Q f-1458 _ flolaFR P-241 -321 p_p� -47 P-219 $ - Y F-745A PUMP P�1 DCR-2J7❑ OS-25 5-28 R-2 i- 11 T- 12 T-242 T-241 - LLI"' DOCK 0 }� •5 O T-49 PEAl R57 EL 577.81 LJ O BLOC 13 A-31 A- 1 p�pRYER - 29 T-185 T-181 P-9L8 T-51 P-24 R-85 « A- EO ~ T-145 O T-128 N .q T-50 T-254 P-311 o P-37 AC-322 AC pl J - P-125 P-127o 35 05A O 49 - P-S7A - EL 580.1 P B5O OM 7-183 NIS HB-001 gD -N T-200 T-95 P-50 EL 8.EL - 4 7-727 u� m 93f P-254C HI-59 NIS EL 569.81 _�4 AN BLDG �� `l -206 C� BLDC i-138 T-137 i-138 T-121 0 _ T-208 - L� BO"IcrlLDC B P-02p BLDG CT-320 _ O -92 0-9 ° 25 '"Q FILTER - CHILLER 8LOG. T-92A T-928 - AIR T-054 Q' O �i T ]91Fl BLDG S- 89 "T-735 T-I34 T-133 T-118 T-117 T-123 RECEIVER aQ i-94 R-58 NIS •o.' BUILDING CT-020 o OM . T-87 ai-188 " RODUCITON BUILDING C R Cu32 T-779 O O 113 T-119 P-8BL-2fi N15 P96A BLDG 1 i-7 o UllLDP-723 T-120 i- 99 394A T-167a T-161B o T-220 T-451-159 all IN-110 -9E R-79 - .t ❑ T-122 T-778 P- 5-792 FIREWATER TANK O OO^ T_Jgq� ❑ a O O °�n O P-72 a LG-COG m T-112 o P-2 1 i-47 -1� T-100 P-1 P-192 r, OQ� o �P-110 _ A T-121 _ P-5 E_ o OFFICE T-398 i-124 N 6 0 -2 LG-002 -89 BLDG 8 T-777 x T-73 T-67 T-98 .� _ T-1 R- B HE' HM-397 PUMP' BLDG 24 • �O '� PS�q P-7J� R_78 P-21 P- HM-396 - E BLDG 22 -207 E-203 T-208 -107 n T-106 F-67 P- 2 T_205 P-21 O T-003 LG-007 LG-001 0 /� 20 yQ PLATFORM P-2O1 T-O56 0 HF_ o S-57B F ❑ T-122 5-p d QBL-203 OE-20 T�2 _ of VENT }\ MCC NEW T-251 P-207 AP-203 T-107' T-105 5-201 _ - SEPARATOR P-00 00 P-201 �6 TACK �Q i-29 7-28 SEPDC -20 -390 -391 LOCKER RM. BLDG BLDC -a 5-2 �T_202 _ EI.DG 1 TANK +\ 218 219 \51— o SCALE N2 O O O a + AO501 NEW P_' O AIR T-68 R-84 R-66 T_1� D-5 K-17 UR STATION HE-202 IO2 PUMP O O P O \-17 AIR LG-005 + LOfXEF RY. Ii (ice\ T-252 R-178 PUMP -169 T-17 WASTE FU4LIPU= P-I1 16 171 TREATMENT '\ SEPTIC V7- \}\ TANK �O 33p + CARBON DIG �+ REFWCiR� \ W 1RUCK SCALE T3-002 \+ 167 SCALE g1 I- LAB 00 +\ EMPTY '� / BLDG 005 T- 326 ELECTRIC NB-}84 AIR RECEIVER -74 BLDG 231 r-n DOB( 4 BLDG 230 —x—x—xx xl LOCKED STORAGE �x 0 D GR.EE. , BLDG 41 GRAVEL ROAD T-106 T-405 T-404 NIS AC-2156� BLDG 1 GATE \+ x/'- G COR D 1 DOCK 2 TWO-WAY TRAFFIC 0 El O O O O O O O O O O O O O i 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 GRAVEL LOADED TANKER PARKING DaSTING GRAVEL ROAD TWO-WAY TRAFFIC a PLANT NORTH NORTH IA I ID I F IG H I I K L M N a n 01 CHERCAL SPEDAUTES, W. CSI HARRISBURG, NORTH CAROLINA CHEMICAL SPECIALTIES, INC. S MASTER SITE PLAN HARRISBURG NORTH CAROLINA ISSUED AS SITE MASTER PLAN 10/26/16 AJG TF MRD CAD NO. SCALE DATE A PRELIMINARY 05/03/2012 WLM 12 PROJECT NO. DRAWNG NUMBER REV. N0. REVISIONS DATE BY CKD. 3000 S P- 0 0 0— 0 01 P L A N O T CAD FILE: VAULT/DRAWING /HARRISBURG/3000 MAIN SITE PLAN/SP-000-GO1-PLANT 21 41 51 6 1 7 8 1 9 10 ill 31 131 141 151 161 171 1 191 201 21 221 231 24 251 261 271 1 281 291 301 PLANT NORTH NORTH BASELINE 1 1 1 1 1 1 4-4 ! . . . . . . . . . . OUTFALL #2 #2 EMERGENCY SHUTOFF VALVE x—x—x—x—x—x—x—x—x�x—x--�,---X—x—x—.—�— X--X—X—X—X—X—X— X—X---- T TRUCK SCALE TS-004 GRAVEL ROAD �I_G-004 OR COL 7TT-322 7T-3�23 �T-324 (T-3)26 T-328 L�� B13.OD1G UT-332 UT-334 UT-336 4 EACH 3 PIPES 014PEIRS 30 ' ABOVE GROUND T 32" (7121) 9 COR COL LG-016 V1 qmto-oi5 'R COL 1 4, 4- R BACK TO PROUSS LG-011 A 4(1)4: 141 1 1 1 1 1 =P-230 ch LG-012 ­-LCAR Z- LG-014 LG-013 LG-009 (1 8L 0 E T E PAD CONCRETE COOK 500 AREA 20❑COPPER NITRATE -,I,Dole �.a -314 RIM W-250 BM-250 U-510 BREAK E-30❑ -32 P E-1 0 T-523 WM-521 P-J24A P 313 BLDG 28 O T-147 c3=_ S-261 Bim, 16 T_'23 :E12 2156 T 21 T_ 9 al 4X BLDG 37 DD94 I AC P-308 T-6 152 0 0 a 0 0 c S 144 __71 AC-215 HE- 1 1 ;3; E:j AC-2171, M-55 R- D­BID 31 E-14 T-29 T-, '\I' HE-17A, HE- EIVER 0 F-1:4,1A 9 R 40 OT-73 S-57A o F-I AIR BLDI DRYER Et 577,81 T-128 E (T 21� EL 580.1 T-145 -850 HB-001 8.3 21 1 1 T-127 9 L 580BLDG .08 "had FH PRODUCTION BUILDING T 191 IWA BLDG 14 'IVA♦1 11 IL I =I- 11 96A T-120 Li P F Jim, IWA MA, Owk MA - IOWA' www"m I h"WA OWN MA 1*0 M MIMI MILWALVA ffl A, 10WA OVA 1 � 0 INDICATES SAMPLED AREAS BLUE (UNDERGROUND STORMVVATER LINES) RED (TO LINED LAGOON) SWAIL DITCH TO RIVER IF CLEAN IF NOT BACK TO PROCESS TO WASTE WATER TREATMENT (WWT) TO RIVER IF CLEAN IF NOT BACK TO WWT TO PROCESS UNDER ROOF STORM -DRAIN TO RIVER PF I N-4 100011 TTA 1W ------- --------- -------------------------------------- ----- TO SIORMWATER IF CLEAN, Ll IF NOT, BACK TO WWT GRASS TO STORMWATER GRAVEL ROAD WOODS (D T- 405 T-404 NIS OC-215 PB-406 0 \ BLDG COR GIND n. i - x BLDG 4 A I N TENA 0, U ILO 1 A 7 A/C 7 UNIT UNIT A/C UNIT /ILDG COR GND CONIC PAD BLDG 101 ENGINEERING EXISTING BUILDING 66'x28' #1 n*RMa SHUT-OFF VALVE Tl' +\ #6 D-1 y y y I I TWO-WAY TRAFFIC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TANKER PARKING 9 IA I C I �I I E I I F I I G I H I K L I 16 18 19 2" 21 22 23 24 25 R 27 ?R 29X30 71 N >( K >( /A 3 "� 1 2 4X 5 6 ' I EXISTING GRAVEL ROAD 10 I P I I Q I A\ REVISED, ADDED CLASSIFICATION 10/26/16 AJG TF AS DRAWN 08/04/11 WLIVI JS CHEMICAL SPECIALITIES, INC. AS DRAWN 03/19/10 TBC JS C'S' HARRISBURG2 NORTH CAROLINA R /6\ CONTINGENCY PLAN REVISIONS 08/14/09 TBC JS AS —BUILT PER 2006 09/19/06 DSW JS CSI MASTER SITE PLAN /4\ REVISED SPILL KIT LOCATIONS 06/23/05 DSW TR SITEPLAN 2004 UPDATE 5/13/04 DSW TR ROOF DRAINAGE WASTE WATER —H SITEPLAN 2002 UPDATE 10/23/021 DSW 7& UNDERGROUND STORM WATER AS PER COMMENTS (D.C.) 11/17/00 DSW HH MRD CAD NO. SCALE DATE PRELIMINARY N. T. S. 1/01/95 /6\ 5/9/00 DSW I-DFZ I PROJECT No. DRAWING NUMBER REV N 0. 1 REVISIONS DATE BY CKD. S 1 TE DRAIN - 2 0 0 8- 2 9 T