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Home My WebLink AboutNCG140351_Regional Office Historical File Pre 2018�0F WA TF9 p Michael F. Easley, GovemLV_ o William G. Ross Jr., Secretary rNorth Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality DIVISION OF WATER QUALITY September 26, 2007 Mr. Michael Houser, SPOC MacLeod Construction Company P.O. Box 320 Denver, North Carolina 28037 Subject: MacLeod Construction Company -Harrisburg Permit No. NCG140351 Cabarrus County, N.C. Dear Mr. Houser: Attached is a copy of the stormwater inspection conducted for the subject facility on September 26, 2007, by Mr.Samar Bou-Ghazale of this Office. The report should be self-explanatory; however, should you have any questions concerning the report, please do not hesitate to contact Mr. Bou-Ghazale or me at (704) 663-1699. Sincerely, `7 c, e / _ Rob B. Krebs Surface Water Protection Regional Supervisor Attachment NorthCarolina Naturally Mooresville Regional Office Division of Water Quality Phone 704-663-1699 Customer Service Internet: www.newaterQLlality.org 610 East Center Ave, Suite 301 Mooresville, NC 28115 Fax 704-663-6040 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Permit: NCG140351 SOC: County: Cabarrus Region: Mooresville Compliance Inspection Report Effective: 06/10/05 Expiration: 07/31/09 Owner: Macleod Construction Inc Effective: Expiration: Facility: Macleod Construction Inc.- East Plant 7414 Millbrook Rd Contact Person: Michael L Houser Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Title: Inspection Date: 09/26/2007 Entry Time: 10:30 AM Primary Inspector: Samar E Bou Ghazale Secondary Inspector(s): Harrisburg NC 28075 Phone: 704-483-3580 Certification: Exit Time: 11:45 AM Phone: Phone: 704-663-1699 Ext.225 Reason for Inspection: Routine Inspection Type: Compliance Evaluation Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge COC Facility Status: ■ Compliant ❑ Not Compliant Question Areas: 11 Storm Water (See attachment summary) Page: 1 Pr Permit: NCG140351 Inspection Date: 09/26/2007 Inspection Summary: Owner - Facility: Macleod Construction Inc Inspection Type: Compliance Evaluation Reason for Visit: Routine Page: 2 Permit: NCG140351 Owner - Facility: Macleod Construction Inc Inspection Date: 09/26/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine 11 Stormwater Pollution Prevention Plan Yes No NA NE Does the site have a Stormwater Pollution Prevention Plan? ® Cl n Cl # Does the Plan include a General Location (USGS) map? n ❑ ❑ ■ # Does the Plan include a "Narrative Description of Practices"? ■ n n n # Does the Plan include a detailed site map including outfall locations and drainage areas? ■ n n # Does the Plan include a list of significant spills occurring during the past 3 years? n ■ n n # Has the facility evaluated feasible alternatives to current practices? ❑ ■ 0 Q # Does the facility provide all necessary secondary containment? ■ n ❑ n # Does the Plan include a BMP summary? ■ n n # Does the Plan include a Spill Prevention and Response. Plan (SPRP)? ■ Q ❑ Ej # Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ■ ❑ D n # Does the facility provide and document Employee Training? ■ n n 0 # Does the Plan include a list of Responsible Party(s)? ■ n ❑ n # Is the Plan reviewed and updated annually? n ■ n 0 # Does the Plan include a Stormwater Facility Inspection Program? ■ fl ❑ fl Has the Stormwater Pollution Prevention Plan been implemented? ■ n n n Comment: No secondary containment for the add mixture; However, any discharge from the add mixture will flow into the recycle basin. Qualitative Monitoring Yes No NA NE Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ Q ❑ Comment: Analytical Monitoring Yes No NA NE Has the facility conducted its Analytical monitoring? i n Q n # Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? Q n ■ n Comment: Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ■ n n n # Were all outfalls observed during the inspection? ■ n n n # If the facility has representative outfall status, is it properly documented by the Division? n ■ n n # Has the facility evaluated all illicit (non stormwater) discharges? .■ n ❑ ❑ Comment: Page: 3 MACLEOD September 02, 2008 NCDENR Division of Water Quality 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Attention: Michael Parker Dear Mr. Parker, RECEIVED NC vti d I had called you on the morning of July 23, 2008 and notified you of an accident at our 7414 Millbrook Road, Harrisburg facility. Our permit number is NCG140290. The accident occurred because a driver had not set his park brake and his truck rolled into the office trailer and demolished it. There was a spill of hydraulic fluid when an oil line was "clipped" by the handicap ramp. The spill was contained to a small site with most being on the concrete. The Harrisburg Fire Marshal and Fire Department responded as well as EMS, Building Inspections, Sherriff s Department, Police Department and many others. The Fire Marshall was notified that we were going to use DeBruhl Environmental Excavating, Inc. to do the cleanup and he approved. During our phone conversation, I promised to get you a copy of the report from DeBruhl when it was finished. I have attached a copy of same for your review. If you have any further questions, please do not hesitate to call me at 704-400-8919 or 704-483-3580 extension 2311. Sin erely, 4Mi ael Houser SPO MacLeod Construction, Inc. M r f I =I PX714NMA MC- P.O. Box 320 Phone (704) 483-3580 Denver, NC 28037 Website www.macincl.com Fax (704) 483-3570 A DeBruhl Environmental Excavating, Inc. 4921 Hoover Drive Charlotte, NC 28269 704-598-2681 AUG 2 8 2008 August 25, 2008 To Whom It May Concern: On July 23, 2008, DeBruhl Environmental Excavating, Inc. (DEE) was contacted by Mr. Michael Houser of MacLeod Construction Inc., to respond to a hydraulic oil spill at 7414 Millbrook Road, Harrisburg, NC. Upon arriving on the scene, DEE noted that a dump truck accident had resulted in a hydraulic oil release of approximately 15 gallons. The majority of the oil had spilled onto a concrete drive, while approximately one-third of the oil had impacted the soil and gravel beside the drive. Harrisburg Fire Department was the first responder and used absorbent material to wick the oil off of the concrete drive. DEE then excavated 6.9 tons of petroleum impacted soil and stockpiled according to NCDENR guidelines. A soil sample was collected from the stockpile by DEE and delivered to Prism Laboratories for analysis. In accordance with NCDENR Permit guidelines for the remediation of petroleum impacted soil, Prism was instructed to analyze the impacted soil using EPA methods 9071 and TCLP metals to verify that the contaminated soil was non -hazardous. The results of this analysis are enclosed as Attachment I. After receiving the analytical data from Prism Laboratories and verifying that these soils could be treated as non -hazardous, the impacted soil was then weighed on certified scales and taken to Soil Solutions, Inc. on August 15, 2008, for disposal according to NCDENR guidelines. The soil profile, weight ticket and non -hazardous waste manifest are enclosed as Attachment II. Sincerely, t_-,'Dc � r Randy C.. DeBruhl, President DeBruhl Environmental Excavating, Inc. ATTACHMENT I Chain of Custody Record Analytical data from Prism Laboratories PRISM LABORATORIES, INC. Full Service Analytical & Environmental Solutions 449 Springbrook Road • P.O. Box 240543 • Charlotte, NC 28224-0543 Phone:704/529-6364 Fax:704/525-0409 Client Company Name: Report To/Contact Name: Reporting Address: CHAIN OF CUSTODY RECORD PAGE OF - QUOTE # TO ENSURE PROPER BILLING: Project Name. Short Hold Analysis: (Yes) (NO) UST Project: (Yes) (No) *Please ATTACH any project specific reporting (QC LEVEL 1 II Ili IV) provisions and/or QC Requirements Invoice To: Address: Samples INTACT upon arrival? Received ON WET ICE? Temp PROPER PRESERVATIVES indicated? Received WITHIN HOLDING TIMES? CUSTODY SEALS INTACT? VOLATILES reed W/OUT HEADSPACE? PROPER CONTAINERS used? YES NO N/A Phone: Fax (Yes) (No): Purchase Order No./Billing Reference Email (Yes) (NO) Email Address Req uested Due Date ❑ 1 Day ❑ 2 Days ❑ 3 Days ❑ 4 Days ❑ 5 Days EDD Type: PDF_ Excel _Other "Workin Days" 6 9 Days O Standard 10 da s ❑ Rush Work Must Be g y y Pre -Approved Site Location Name: Samples received after 15:00 will be processed next business day. Site Location Physical Address: Turnaround time is based on business days, excluding weekends and holidays. (SEE REVERSE FOR TERMS & CONDITIONS REGARDING SERVICES RENDERED BY PRISM LABORATORIES, INC. TO CLIENT) TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL Certification: NELAC USACE FL NC SC OTHER N/A Water Chlorinated: YES_ NO NO — Sample Iced Upon Collection: YES NO CLIENT SAMPLE DESCRIPTION DATE COLLECTED TIME COLLECTED MILITARY HOURS MATRIX (SOIL, WATER OR SLUDGE) SAMPLE CONTAINER PRESERVA- TIVES ANALYSES REQUESTED / / / REMARKS / PRISM LAB ID NO. *TYPE SEE BELOW NO. SIZE -- - - ---- II -- - _ I Sampler's Signature Sampled By (Print Name) Affiliation Site Arrival Time: Upon relinquishing, this Chain of Custody is your authorization for Prism to proceed with the analyses as requested above. Any changes must beUSE;#NLY submitted in writing to the Prism Project Manager. There will be charges for any changes after analyses have been initialized. Relinquished By: (Signature) Received By: (Signature) Date Military/Hours Additional Comments: Site Departure Time: Relinquished By: (Signature) Received By: (Signature) Date Field Tech Fee: Relinquished By: (Signature) Received For..Prism Laboratories By: Date Mileage: Method of Shipment: NOTE: ALL SAMPLE COOLERS SHOULD BE TAPED SHUT WITH CUSTODY SEALS FOR TRANSPORTATION TO THE LABORATORY. ' SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST CDC UNTIL RECEIVED AT THE LABORATORY. ❑ Fed Ex ❑ UPS ❑ Hand -delivered ❑ Prism Field Service ❑ Other CDC Group No. NPDES: ! UST: GROUNDWATER: DRINKING WATER: i SOLID WASTE: RCRA: CERCLA LANDFILL OTHER:IM ROW. ❑NC ❑SCI ❑NC ❑SCI ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC!I ❑NC ❑SCI ❑NC ❑SC Ell NC ❑SC ❑ -- -- i.-' ❑ - - - - - ❑ - --- - ❑ -- ❑ --- ❑ -- ❑ - -- ❑ - - ❑ i. U S rr M E R *CONTAINER TYPE CODES: A = Amber C = Clear G = Glass P = Plastic: TI_ = Teflon -Lined Cap VOA = Volatile Organics Pnalvsis (Zero Head Spare) PRJSM LABORATORIES,INC. Date: 08/08/08 Company: DeBruhl Environmental Excavating, Inc. Contact: Randy DeBruhl Address: 4921 Hoover Dr. Charlotte, NC 28269 Client Project ID: Mcleod Prism CDC Group No: G0708695 Collection Date(s): 07/23/08 Lab Submittal Date(s): 07124/08 Case Narrative This data package contains the analytical results for the project identified_ above and includes,a Case Narrative, Laboratory Report and Quality Control Data totaling 6 pages. A chain -of -custody is also attached for the samples submitted to Prism for this project. Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case narrative. Quality control statements and/or sample specific remarks are included in the sample comments section of the laboratory report for each sample affected. Semi Volatile Analvsis No Anomalies Reported Volatile Analysis N/A Metals Analysis No Anomalies Reported Wet Lab and Micro Analysis N/A Please call if you have any questions relating to this analytical report. ID J[A1UG z 8 2W8 Date Reviewed by: Paula A. Gilleland _._ _ Project Manager: Paula A. Gilleland Signature: , k. fl;.Wa Signature: ��A >-A -� a �� Review Date: _ 08/08/08 Approval Date: 08/08/08 Data Qualifiers Key Reference: B: Compound also detected in the method blank. #: Result outside of the QC limits, DO: Compound diluted out. E: Estimated concentration, calibration range exceeded. J: The analyte was positively identified but the value is estimated below the reporting limit. H: Estimated concentration with a high bias. L: Estimated concentration with a low bias. M: A matrix effect is present, Notes: This report should not be reproduced, except in its entirety, without the writtten consent of Prism Laboratories, Inc. The results in this report relate only to the samples submitted for analysis. 449 Springbrook Road, P.O. Box 240543, Charlotte NC 28224-0403 Phone: 704/529-6364 Toll Free: 8001529-6364 Fax: 7041525-0409 fi ? ' NC Certification No. 402 SC Certification No. 99012 NC Drinking Water Cert. No. Full Service Analytical & Emlmnmentel Soluti— Laboratory Report AUG 2 8 2008 08/07/08 DeBruhl Environmental Excavating, Inc. Project ID: Mcleod _ -_ _ ---Client Sample ID: MC-2 Attn: Rand DeBruhl-� Y Sample Matrix: Soil Prism Sample ID: 220265 4921 Hoover Dr.. COO Group: G0708695 Charlotte, NO 28269 Time Collected: 07/23/08 9:35 Time Submitted: 07/24/08 11:16 Parameter Result Units Report MDL Dilution Method Limit Factor TCLP Extraction for Metals TCLP'Extraction TCLP Leachable Mercury by CVAA Mercury Complete Sample Preparation: TCLP Leachable Metals by ICP Arsenic Barium Cadmium Chromium Lead Selenium Silver Sample Preparation: Sample Comment(s): BRL mg/L 0.010 0.000014 1 20 mL / 30 mL 1311 Analysis Analyst Batch Date/Time ID 07/28/08 14:15 mbarber 7470A 07/31/08 11:37 mcampbell Q34407 7470A 07/30/08 9:50 mbarber P22231 0.0047 J mg/L 0.050 0.0029 1 6010B 0.55 J mg/L 5.0 0.0019 1 6010B BRL mg/L 0.025 0.00034 1 6010B 0,0032 J mg/L 0.25 0.0006 1 6010B 0.0030 J mg/L 0.050 0.0021 1 6010B BRL mg/L 0.050 0.0035 1 6010B BRL mg/L 0.25 0.00025 1 6010B 50 mL / 50 mL 3010A 08/04/08 22:37 mcampbell Q34432 08/04/08 22:37 mcampbell Q34432 08/04/08 22:37 mcampbell Q34432 08/04/08 22:37 mcampbell Q34432 08/04/08 22:37 mcampbell Q34432 08/04/08 22:37 mcampbell Q34432 08/04/08 22:37 mcampbell Q34432 07/29/08 8:00 mbarber P22188 BRL = Below Reporting Limit J- Estimated value between the Reporting Limit and the MDL The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than NELAC certification except for those instances indicated in the case narrative and/or test comments. All results are reported on a wet -weight basis Angela D. Overcash, V.P. Laboratory Services This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc. 449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543 Phone: 704/529-6364 - Toll Free Number: 1-800/529-6364 - Fax: 704/525-0409 Page 1 of 2 P' , UI V L:---.5 �. NC Certification No. 402 ' AUG 2 Laboratory Report �s C SC Certification No. 99012 ii 8 2008 k�, t 4�c NC Drinking Water Cert. No. 713�! s 08/ 07!08 Full Service Analytical & Environmonlal solutions i DeBruhl Environmental Excavating, Inc. Project ID. " -Mcleod--"-»---_ - -- - -Client Sample ID: MC-1 Attn: Randy DeBruhl Sample Matrix: Soil Prism Sample ID: 220266 4921 Hoover Dr. COC Group: G6708695 Charlotte, NC 28269 Time Collected: 07/23/08 9:38 Time Submitted: 07/24/08 11:16 Parameter Percent Solids Determination Percent Solids Result Units Report MDL Dilution Method Analysis Limit Factor Date/Time 94.9 % Analyst Batch ID 1 SM2540 G 07/29/08 13:50 mbarber Oil and Grease by Soxhlet Extraction Oil and Grease 1900 mg/kg 37 37 1 9071A 07/29/08 8:00 smanivanh Q34322 Sample Comment(s): BRL = Below Reporting. Limit J- Estimated value between the Reporting Limit and the MDL The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than NELAC certification except for those instances indicated in the case narrative and/or test comments. All results are reported on a dry -weight basis Angela D. Overcash, V.P. Laboratory Services This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc. 449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543 Phone: 7041529-6364 - Toll Free Number: 1-800/529-6364 - Fax: 704/525-0409 Page 2 of 2 a� £ NC Certification No 1 SC Certification No s gRlfi TlRC - NC Drinking Water I Full Service Analytical & Eml—momal Solutions DeBruhl Environmental Excavating, Inc. Pro Attn: Randy DeBruhl 4921 Hoover Dr. Charlotte, NC 28269 Oil and Grease by Soxhlet Extraction, method 9071A Method Blank 9012 d. 377 NJG 2 8 2008 rt. ` I Al Level II QC Report 8/7/08 I ID: Mcleod I COC Group Number: G0708695 Date/Time Submitted: 7/24/08 11:16 Result RL Control Limit Units Oil and Grease ND 35 <17.5 mglkg Laboratory Control Sample Recovery Recovery Result Spike Amount Units Ranges Oil and Grease 4976 4932 mgfkg 101 80-120 Matrix Spike ------._...- -- — •-- ----- Recovery Recovery -- Sample to: Result Spike Amount Units Ranges 219714 Oil and Grease 24268 24694 mg/kg 98 80-120 - -- ---- -- —------------------ Matrix Spike Duplicate - ---- —------------- ------ Recovery Recovery Sample ID: ..-----------------....--------------------------- - Result --------...---------- Spike Amount Units ----------- Ranges e 219714 Oil and Grease 24733 24679 mg/kg 100 80-120 TCLP Leachable Mercury by CVAA, method 7470A ----- ............. -- - — Method Blank QC Batch ID Q34322 QC Batch ID Q34322 QC Batch to Q34322 ------------ RPD.....................---- RPD Range QC Batch % to 2 0 - 20 Q34322 Result RL Control Limit Units Mercury 0.00001 0.01 <0.005 rng1L Laboratory Control Sample Recovery Recovery Result Spike Amount Units Ranges Mercury 0.01001 0.0093 mg/L 107 80-120 Matrix Spike Sample Io: 219988 Mercury Matrix Spike Duplicate Sample to: 219988 Mercury Result Spike Amount 0.00987 Result 0.0093 Spike Amount 0.00971 0.0093 Recovery Recovery Ranges Units 51 mg1L 105 80-120 Recovery Recovery Ranges RPD Units mg1L 103 80-120 2 QC Balch ID Q34407 QC Batch ID Q34407 QC Batch ID Q34407 RPD Range QC Balch % ID 0-20 Q34407 This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc. 449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543 Phone: 7041529-6364 - Toll Free Number: 1-800/529-6364 - Fax: 7041525-0409 Page 1 of 3 E . pRI�iVI, Full Service Analytical & Environmental Solutions 449 Springbrootc Road • P.O. Box 240543 • Charlotte, NO 28224-0543 Phone:704/529-6364 9 Fax- 7041 25-0409 Client Company Name: a15 rcc ) Evv4d ^,—yo• Report To/Contact N e: ad rcLk Reporting Address: 9 �� mI,Ce tar• — ig e 467 -e N CHAIN OF CUSTODY RECORD PAGE _ OF- QUOTE 0 TO ENSURE PROPER BILLING: Project Name: PRE Short Hold Analysis: (Yes) (No) UST Project: • (Yes) (No) *Please ATTACH any project specific reporting (QC LEVEL I.Illl IV) R@Ce h provisions and/or OC Requirements CUS Invoice To: VOL Address:. PRO ion arrival? ;r YE NO N/A - CE? Temp.l ✓ATIVES indicated? IOLDING (IMPS?" INTACT? !/OUT HEADSPACE? LAS used? Phone: ME --S9 9- 26 �'l Fax a No):7o�t- S9fr'.�9Y1Y P rchase Order NoAilling Reference TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL Email a (No) Email Address Crlro,)�,eQ requcNwti ested Due Data. Cl 1 Day . ❑ Days ❑ 3 Days ❑ 4 Days ❑ 5 Days . Certification: NELAC USACE FL NC EDD Type: PDF_ Excel _Other "Working Days" 0 6-9 Days Standard 10 days ❑ Rush Work Must Be Pre -Approved SC_ OTHER N/A Site Location Name: ilk /ea d Samples received after 15:00 will be processed next business day. Water Chlorinated: YES_ NO Site Location Physical Address: Turnaround time is based on business days, excluding weekends and holidays, (SEE REVERSE'FOR TERMS & CONDITIONS REGARDING SERVICES Sample, Iced Upon Collection: YES NO RENDERED BY PRISM LABORATORIES, INC. TO CLIENT) TIME MATRIX SAMPLE CONTAINER ANALYSES REQUESTED �y PRISM CLIENT DATE COLLECTED (SOIL, PRESERVA- ec REMARKS LAB *TYPE NO. SIZE SAMPLE DESCRIPTION COLLECTED MILITARY WATER OR TIVES �V4(}�() ID NO. HOURS SLUDGE) SEE BELOW Y` I13 zulb Sampler's Signature L Sampled By (Print Name) rid t f �i Affiliation PRISMNLY Upon relinquishing, this Chai of Custody is your authorization for Prism to proceed with the analyses as requested above. Any changes must be • submitted in writing to the Prism Project Manager. There will be charges for any changes after analyses have been initialized. Relinquished y: (Signature) Received By: (Signature) Date Military/Hours Additional Comments: Site Arrival Time: Site Departure Time: Relinquished By: (Signature) Received By: (Signature) Date ;Field Tech Fee: Relinquishe y: (S nature) ive Fo oratories By: Dat .. . ,. . II 16 3Mileage: -, Method of Shipment : AL SAMPLE.COOLERS SHOULD BE TAP SHUT W H CUSTODY SEALS FOR TRANSPORTATIO TO HE LABORATORY. G G up o. SA PLEB ARE NOT ACCEPTED AND VERIFIED A ST UNTIL RECEIVED AT THE LABORATORY. G ❑ Fed Ex ❑ UPS Hand -delivered ❑ Prism Field Service ❑ Other 0SAS�� + ' NPDES: U GROUNDWATER: DRINKING WATER: SOLID WASTE: RCRA: CERCLA LANDFILL OTHER: ❑NC ❑SC Cl NO ❑SC ❑NC ❑SC UNC ❑SC I ❑NC ❑SC I ONC ASCI ONC El SO 0NC (a SO :NC ❑SC I n 1 ❑ ❑ ❑ ❑ ORICIIINAL *CONTAINER TYPE CODES: A = Amber C = Clear G = Glass P = Plastic; TL = Teflon -Lined Cap VOA.= Volatile Orqanics Analysis (Zero Heaa Space) AUG 2 8 2008 P �yyy L✓. K^ ATTACHMENT II Scale Ticket Soil Profile for Soil Solutions, Inc. Nord -Hazardous Material$ Manifest 336 725 6244 SOIL SOLUTIONS 03:14.14 p_—Tn-_ ; "06-11-2008 1V �O • y�f �� SOIL SOLUTIONS, INCORPORATE 1703 Vargrave Street, Winston-Salem, NC 271� u' 1 S�► Phone: (336) 725-5844 Fax: (336) 725-6244 SOIL PROFILE I SECTIONIl Generator Information NO Information given below will be used in order to create all shipping p4 Please be sure wording is exactly how it needs to read on all forms Generator Name: � ac_jg�e)r 60^ A-'y �r"4tt.; r'Ey:i� .. t SSI P (Complete "PHYSICAL" Site Information, No P.O. Box's) Street/Righway/laterstate Address: wt •ea&s� anti- invoices.,- w. i .n i or approval. , _. AUG 2 8 2003 City: aa ► r i Sot t� State: � (., Zip Code: Generator Contact/Title:' _ (Y1 tTelephone Number: '764 4 SL3 ',3s-90 Project Manager/Company: )1kJi cJ A j 4r;1.; _Sr1 r Telephone Number: _Z4 -4 .ss' � - 3_5Y SECTIONII /Source of Generation This soil waste is derived from petroleum hydrocarbon underground storage tank closure and is solely regulated under 40 CFR 280. Further, all contaminants contained in the soil are petroleum hydrocarbon derivatives currently deferred or not subject to regulation as a hazardous waste under 40 CFR 26I.20. The type of contamination is This soil waste is derived from a used or waste oil underground storage tank closure and is solely regulated under 40 CFR 280. Further, all contaminants contained in the soil are oil derivatives currently deferred or not subject to regulation as a hazardous_waste under 40 CFR 261.20. i.� This soil waste is generated from a petroleum hydrocarbon spill or release onto surface soils or into subsurface soils. Further, all contaminants contained in the soil are not regulated as a characteristic or listed hazardous waste under 40 CFR 261.20 or 261.30. The type of contamination is LL d r:.Jr1i&4A_ . i W This soil waste is derived from a used or waste oil spill or release onto surface soils or into subsurface soils. Further, all contaminants contained in the soil are oil derivatives and are not regulated as a characteristic or listed hazardous waste under 40 CFR 261.20 or i 261.30. f SECTIONIII /Laboratory Testing Requirements I/ A representative composite sample of this soil waste was analyzed for Total Petroleum Hydrocarbons utilizing EPA Test Method 3550, 5030 or 9671 as appropriate. __k:!�_A representative composite sample of this soil waste was analyzed for RCRA regulated heavy metals utilizing TCLP. j (required for all used oil contaminated soils) OTHER: I NOTE: All analysis must be performed by a North Carolina certified laboratory, attach all laboratory analytical results. SECTION IV/Generator Certification I hereby declare that the wastes presented above are accurately described, properly classified, appropriately analyzed, and are petroleum hydrocarbon contaminated soils, not regulated as a hazardous waste. I certify that I have personally examined and am familiar with the information submitted in this document and attachments. Signature: Date; �51, Print Name & Title: t �`c' Buz d H P or" } r--, Ag;uy�l 1 J .2r�— Telephone: Soil Solutions, Ina 2006 Scale Ticket No. 33340 ATLANTIC SCRAP AND PROCESSIN .8415 Glenn Avenue Winston-Salem, NC 27105 (336) 725-8333 Customer,^ �' , �,, E. ° ` Truck I D_ Commodity Customer Signature Generator: Site Address: City/State- Phone: Contact- JIATIPT1, N}/QUANTITY Gross Weight (lbs): Material: Empty Weight (lbs): Net Weight (lbs): Contaminant: Transporter: 'Phone: Truck #: Contact: As the transporter, I certify that the materials described above being shipped under this non -hazardous materials manifest are properly classified, packaged, labeled, secured and are in proper condition for transport in commerce under the applicable regulations governing transportation, and I hereby receive this material for delivery to the facility designate. Driver Signature. Date- FACILIT Y; 9'NF.JRiVViATION SOIL SOLUTIONS, INC. 1703 Vargrave Street Winston-Salem, NC 27107 SSI Project #: Phone: (336) 725-5844 Contact- Tonv Disher I certify that the carrier has delivered the materials described above to this facility, and I hereby accept this material for treatment and/or disposal in a manner that has been authorized by the State of North Carolina. Facility Signature: Date: White/Facility Canarylinvoice Goldenrod/Generator � Pink/Carrier Soil Solutions, Lic. 2002 Lo 5f;, 4OFWATF9 co Mr. Michael L. Houser MacLeod Construction, Inc. P.O. Box 864 Denver, NC 28037 Dear Mr. Houser: Michael F. Easley, Governor William G. Ross Jr., Secretary &or l&&arplin egartm&t IT n�v�ironment and Natural Resources MM NAT! y" ''• — RESOURCEV Alan W. Klimek, P.E. Director Division of Water Quality June 10, 2005 JUN 1 3 2005 WATER .,:lv`R E C T 10 Subject: General Permit No. NCG140000 MacLeod Construction, Inc. — Harrisburg Plant COC No. NCG140351 Cabarrus County In accordance with your application for a discharge permit received on January 3, 2005, we are forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated May 9, 1994 (or as subsequently amended). The NCG140000 general permit covers discharge of stormwater and process wastewater. During the application process, you demonstrated that the recycle system at this plant will recycle all process wastewater associated with activities at the facility, even in the event of a 25- year, 24-hr storm, and that the facility does not intend to discharge any process wastewater. In the event that process wastewater discharge does occur, the discharge must meet all applicable effluent limitations in the permit. We understand that the system has already been built; therefore, an authorization to construct was not issued concurrently with this COC. Please ensure the attached Engineer's Certification is completed and returned to verify that facilities have been constructed in accordance with the design criteria noted above. Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other federal or local governmental permit that may be required. NoniThCarolina Naturally North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer Service Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX (919) 733-2496 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper COC No. NCG140351 w1, Mr. Michael Houser MacLeod Construction, Inc. —Harrisburg Plant June 10, 2005 If you have any questions concerning this permit, please contact Bethany Georgoulias at telephone number (919) 733-5083 ext. 529. PNiIXL SIGNED BY . BRADLEY SENNETT Alan W. Klimek; P.E. - cc: Mooresville Regional Office.', Central Files Stormwater Permitting Unit Files Attachment: Engineer's Certification STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No. NCG140351 STORMWATER AND PROCESS WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, MacLeod Construction, Inc. is hereby authorized to discharge stormwater and process wastewater from a facility located at MacLeod Construction, Inc. —Harrisburg Plant 7414 Millbrook Road Harrisburg Cabarrus County to receiving waters designated as Back Creek, a class C water in the Yadkin -Pee Dee River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I,11, III, IV, V, and VI of General Permit No. NCG140000 as attached. This certificate of coverage shall become effective June 10, 2005. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day June 10, 2005. - - ORIGINAL SIGNED BY BRADLEY BENNETT for Alan W. Klimek, P.E., Director Division of Water Quality By the Authority of the Environmental Management Commission LOCATION MAP .•. j-' '''Xis' Il,t �. ,t,,.,•' °-i,� ) '1• i irtr^' a7 ;'�' t ;�� ib.; „_,., .+Lht�t`' P:h�s..9 ".11v7; •^s.-5�'��..a.., d 1 .4^5..: 6.n 7 'i `-•• � ti" i7t r� . f �.i.k k; � 4 l ? i ��;• § �'�t'"n,: � "i c � 1 +�,t"ry�.'�k t +��.. y' k J - ti+ ' "``4»c� y�' "*��,` j '��, 1 . r `} J! .?� �" � �� r ��c}�t�•�, �- t.. �i '^ , 'l s!�t.s `v _ _k { -... Y E, { !�{.....- s E, L t.t. ySt•'"�+ a'r~ + z c.tsX''i 4.y�; 4w-'sR","-^z J", :.^'°� y� " 'w... iH , If _ � :,.��, � _.�r"� �Ev.. �ty, 4 r+ .s!"'. .# x.. � �•'}��F:� ,k z a r � t � `' c � `r''.—„ �.. .ys- r '`f � � • '1„ '.^--'� ��'� s ��i�R��^- � � ��--,"2 4 r � ' i w ., t �. tV v� pp t ti I 'y. .✓,:L '.s. t� 'Z 5' :! 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F --'-t z' >.�' `""°, r-` ��, s �"-'•- 1,x .•J;r::- }. h rS`.ti �j7 .w,r"' y7> yf :C..- `'',..+ _,.y: `t,��.ha: 1, C{'� :(^ '7(}^- �'s`�.w - , _r � } � � '� !• " _p� '`:" y.t+r ,-e""`J� .^'"` �. � r'r_'--axe � '..r' v 11 �"`+.."ti!-r;...t_...F '.i°•',�'_; s: rc _.�t . �..- 4' t 'h.F ,7 , .,,, .r-' - '�, 'w Latitude:35'18'44" NCG140351 Facility 43 -1,1 Longitude: 80'40'58" ti t d C L aceoonsrucon, County: Cabarrus, NC MLocation Stream Class: C Inc. — Harrisbur-q Plant Receiving Stream: Back Creek Sub -basin: 03-07-11 (Yadkin -Pee Dee River Basin) �/Ir��t% sCAI-E 1:24,eee PV June 1, 2005 Bethany A. Georgoulias Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 RE: Additional Information Request for NPDES Stormwater Permit NPDES Application No. NCG140351 Macleod Construction, Inc- Harrisburg Plant Harrisburg, Cabarrus County, North Carolina Dear Ms. Georgoulias JUN 0 2 2005 In response to the Division of Water Quality (DWQ) letter dated April 19, 2005 requesting additional information for the above referenced facility, as well as phone conversations between DWQ and Macleod Construction, Inc. (Macleod), the attached information has been prepared as relates to pending stormwater permit for the MacLeod Harrisburg plant. The following information is included in the attached documentation: a) Drainage area and associated 10-year 24-hour rainfall event stormwater runoff volume from the MacLeod facility as calculated and sealed by Mansour Edlin, PE with Mansour Edlin Consulting. b) Calculation spreadsheet including: i. Total throughput of water at the facility, including water used in concrete mixing and the above referenced 10-year 24-hour rainfall event. All infonnation used in these calculations was based on real operating numbers and information included in "i" above. ii. A comparison of the total potential water usage at the facility and the capacity of the recycle system at the facility. The calculations illustrate the ability of the facility's water recycle system to handle the potential water throughput. c) Calculation spreadsheet identical to "b" above, however, runoff volume was calculated using a 25-year, 24-hour rainfall event (all facility -specific information for the 25-year 24-hour calculation is the same as included on the 10-year 24-hour runoff document referenced in "a" above. The inches of rainfall from a 25-year 24-hour event was determined using the North Carolina Erosion and Sediment Control Planning and Design Manual, September 1988). d) In the extreme case of an overflow of water from the recycle system into the stormwater detention pond, MacLeod has a contingency plan in place to monitor and adjust the pH of the stormwater detention pond. The plan is based on current protocol at another MacLeod facility. MacLeod construction wishes to do everything possible to reach a resolution regarding stormwater permitting for their new Harrisburg facility. The facility wishes to operate later this month, so anything that can be'done to expedite the permitting process would be greatly appreciated. Also, please feel free to call me or my environmental consultant, Ms. Alissa L. Williams of URS Corporation, if you have any questions regarding the attached information. Thank you for your time and consideration. Si ceiel , chael Houser Operations Manager Macleod Construction Inc. MacLeod Construction, Inc. P.O. Box 864 o Denver, NC 28037 ® Phone (704) 483-3580 0 Fax (704) 483-3570 r MacLeod Construction, Inc. Harrisburg, North Carolina RUNOFF CALCULATION USING 25 YEAR, Using 25 year Flood Event: Based on Calculation by Mansour Edlin dated May 3, 2005: C= Runoff Coefficient: 0.95 Contributing Drainage Area: A= 0.30 acres or 13,068 square feet 1= 25 year, 24 hour rainfall event* 5.5 inches or 0.458333 feet Runoff caluculation: Q=CXIXA Q= 5690.021 cubic feet * as determined by North Carolina Erosion and Sediment Control Planning and Design Manual, September 1988 MacLeod Construction Inc. Harrisburg, North Carolina NPDES Application No. NCG140351 Recycle System Capacity Calculation based on 10-year, 24-hour Rainfall Event 1) Water usage In concrete mix 10 trucks 10 trips per truck 6 Cubic yards of concrete mix per truck, each trip 32 gallons of water used per cubic yard of concrete 7.48 gallons per cubic foot Calculation of total water throughput per day in concrete mix operation: Trucks X Trips per Truck X Cubic Yards of Concrete Mix per Truck X Gallons of Water Needed per Cubic Yard of Concrete Mix / Gallons per Cubic Yard 10 Trucks X 10 TdpslTruck X 6 Yd3 mix/tdp X 32 Gallons H20/Yd3 mix / 7.48 gallons/Ft 3 Total production H2O usage 2,566.84 ft3 2) Washout water calculation Including ft3 per day lost to evaporation 10 trucks 100 gallons per day for washout- evaporation 1000 gallons water used per day for washout 0.05 Evaporation factor' 50 gallons lost to evaporation - 950 gallons water used per day for washout including water lost to evaporation Calculation of total water used during truck washout: 10 Trucks per day X 100 gallons H2O /truck- 50 gallons lost to evaporation 7.48 gallons per cubic foot Total washout H2O usage 127.01 ft' 50 3) Water usage for Splatter Rinse 10 Trucks per day 25 gallons of water used per day to rinse splatter per truck 127.0053 Calculation of total water used during splatter rinse per day 10 Trucks X 25 gallons H2O per truck / 7.48 gallons per cubic foot = Total splatter rinse H2O usage: 33.42 ft3 4) Runoff volume from drainage area during a 10 year, 24 hour rainfall event (based on engineering calculation by Mansour Edlin Consulting, May 3, 2005) Total H2O volume during runoff from 1 10-yr 24-hour storm event: 3888 ft3 (-0yy'z-c14 Or Li u� 1/I�'t��-�- � � �o,l iJ� 5) Total volume of recycle system: 3 settling tanks Q 1,296 0 each: 3,888 ft3 1 clean water tank Q 7200 ft3 7 200 ft3 TOTAC'CAPACITY OF RECYCLE SYSTEM 11;088 . RECEIVED 6) CALCULATION OF RECYCLE SYSTEM THROUGHPUT INCLUDING: VOLUME OF POTENTIAL WATER THROUGHPUT TO RECYCLE SYSTEM J U N 0 2 2005 INCLUDING PRODUCTION THROUGHPUT, WASHOUT WATER, SPLATTER RINSE, AND 10 YEAR 24 HOUR STORM EVENT: Potential Recycle system throughput= 6,615.27 7) Calculation of Total Recycle system capacity - potential recycle system throughput including 10 year 24-hour storm event: B 1 f of A' 1ft3 remaining recycle system capacity following daily 11,088 ft3 minus 7,692.27 ft3 �, 4,472 73,, throughput 10-year, 24-hour storm event. Note Evaporation factor determined by the American Association of Concrete Retailers ' MacLeod Construction Inc. Harrisburg, North Carolina NPDES Application No. NCG14O351 Recycle System Capacity Calculation based on 25-year, 24-hour Rainfall Event 1) Water usage in concrete mix 10 trucks 10 trips per truck 6 Cubic yards of concrete mix per truck, each trip 32 gallons of water used per cubic yard of concrete 7.48 gallons per cubic foot Calculation of total water throughput per day in concrete mix operation: Trucks X Trips per Truck X Cubic Yards of Concrete Mix per Truck X Gallons of Water Needed per Cubic Yard of Concrete Mix / Gallons per Cubic Yard 10 Trucks X 10 Tdps/Truck X 6 Yd3 mix/trip X 32 Gallons H20/Yd3 mix / 7.48 gallons/Fl3 Total production H2O usage 2,566.84 ft' 2) Washout water calculation Including ft3 per day lost to evaporation 10 trucks 100 gallons per day for washout- evaporation 1000 gallons water used per day for washout 0.05 Evaporation factor' 50 gallons lost to evaporation 950 gallons water used per day for washout including water lost to evaporation Calculation of total water used during truck washout: 10 Trucks per day X 100 gallons H2O /truck- 50 gallons lost to evaporation 7.48 gallons per cubic foot Total washout H2O usage 127.01 It' ..` 3) Water usage for Splatter Rinse 10 Trucks per day 25 gallons of water used per day to rinse splatter per truck 127.0053 Calculation of total water used during splatter rinse per day 10 Trucks X 25 gallons H2O per truck ! 7.48 gallons per cubic fool = Total splatter rinse H20-usage: 33.42 ft3 - - 4) Runoff volume from drainage area during a 25 year, 24 hour rainfall event (based on engineering calculation by Mansour Edlin Consulting, May 3, 2005) Total H2O volume during runoff from 25.yr24 hourstorm event: •• 5690,02,0.;; 5) Total volume of recycle system: 3 settling tanks @ 1,296 0 each: 3,888 0 1 clean water lank @ 7200 0 7 200 ft3 TOTAL°CAPACITY OF f2ECYGLE SYSTEM '-11,088? 6) CALCULATION OF RECYCLE SYSTEM THROUGHPUT INCLUDING: VOLUME OF POTENTIAL WATER THROUGHPUT TO RECYCLE SYSTEM INCLUDING PRODUCTION THROUGHPUT, WASHOUT WATER, SPLATTER RINSE, AND 25 YEAR 24 HOUR STORM EVENT: Potential Recycle, system throughput= .8,411.29 ;- . 7) Calculation of Total Recycle system capacity - potential recycle system throughput including 25 year 24-hour storm event: ? ft3 remaining recycle system capacity following daily 11 O88 _ ft3 minus 6,417.29 ft3 — fi« 2 670,71s throughput of a 25-year, 24-hour storm event. Note Evaporation factor determined by the American Association of Concrete Retailers 50 Mansour Edlin Consulting 1515 Mockingbird Ln. Suite 802 Charlotte, NC 28209 t:Jh 704-672-1560 Phone 704-672-1562 Fax ' May 3, 2005 Mr. Michael Houser MacLeod Construction P.O. Box 320 Denver, NC 28037 Re: Ready -Mixed Concrete Plant (East Plant) Cabarrus County Dear Michael: In response to the DENR letter dated April 19, 2005, we have prepared the following calculations regarding the drainage area for the recycle system. Contributing drainage area: 0.30 acres (13,068 square feet) 10-yr, .247hour rainfall: 4.8 inches RUhoff coefficient: 0.95 Runoff volume from the drainage area: Q Q = 13,068 x 0.95 x 4.8 x 1/12 = 4,965 cubic feet, say 5,000 CF Volume of settling tanks: - 3 x 1,296 cubic feet per tank = 3,888 CF Volume of clean water tank: 7,200 CF Total volume: 11,088 CF Should you have further questions, please feel free to contact us. yeeaaeca�aicK�ar. S' 'cerel e�v.o"6V1 CA ��f �•a, 0 p1o� C b M ur S. Edlin, PE . S o 1 Subject: Revised MacLeod Spreadsheet From: Alissa_Williams@URSCorp.com Date: Mon, 6 Jun 2005 10:50:10 -0400 To: bethany.georgoulias@ncmail.net Bethany, Please find the revised spreadsheet reflecting the corrected 10-year, 24-hour rainfall information. I appreciate your assistance with this. Please let me know if you need any -,- additional information. Thank you, Alissa (See attached file: SW Calcs FINAL.pdf) Alissa L. Williams Environmental Scientist URS Corporation 704-522-0330-office- Charlotte 864-527-4750-office-Greenville 704-236-8396-cellular 864-609-9069-office fax 3W Calcs FINAL.pdf Content -Type: application/pdf Content -Encoding: base64 1 of 1 6/6/2005 10:59 AM MacLeod Construction Inc. Harrisburg, North Carolina NPDES Application No. NCG140351 Recycle System Capacity Calculation based on 10-year, 24-hour Rainfall Event 1) Water usage in concrete mix 10 trucks 10 trips per truck 6 Cubic yards of concrete mix per truck, each trip 32 gallons of water used per cubic yard of concrete 7.48 gallons per cubic foot Calculation of total water throughput per day in concrete mix operation: Trucks X Trips per Truck X Cubic Yards of Concrete Mix per Truck X Gallons of Water Needed per Cubic Yard of Concrete Mix / Gallons per Cubic Yard 10 Trucks X 10 Trips/rruck X 6 Yd' mix/trip X. 32 Gallons H20/Yd' mix / 7.48 gallons/Ft3 Total production H2O usage "! 2;566.84 ft', 2) Washout water calculation Including ft3 per day lost to evaporation 10 trucks 100 gallons per day for washout- evaporation 1000 gallons water used per day for washout 0.05 Evaporation factor 50 gallons lost to evaporation 950 gallons water used per day forwashout including water lost to evaporation Calculation of total water used during truck washout: 10 Trucks per day X 100 gallons H2O /truck Total washout H20'usage. 127.01 ft' 3) Water usage for Splatter Rinse 10 Trucks per day 25 gallons of water used per day to rinse splatter per truck Calculation of total water used during splatter rinse per day 10 Trucks X 25 gallons H2O per truck / Total splatter rinse H2O usage: 1.. 33.42..ft3 ..: 50 gallons lost to evaporation . 7.48 gallons per cubic foot 127.0053 7.48 gallons per cubic foot = 4) Runoff volume from drainage area during a 10 year, 24 hour rainfall event (based on engineering calculation by Mansour Edlln Consulting, May 3, 2005) Total H2O volume during runoff from 10-yr 24-hour storm event: 4965 ft3 5) Total volume of recycle system: 3 settling tanks @ 1,296 ft3 each: 3,888 ft3 1 clean water tank @ 7200 ft3 7 200 ft3 TOTAL CAPACITY OF RECYCLE'SYSTEM ,;11,088 6) CALCULATION OF RECYCLE SYSTEM THROUGHPUT INCLUDING: VOLUME OF POTENTIAL WATER THROUGHPUT TO RECYCLE SYSTEM INCLUDING PRODUCTION THROUGHPUT, WASHOUT WATER, SPLATTER RINSE, AND 10 YEAR 24 HOUR STORM EVENT: Potential Recycle system throughput= .. 7,692 27 7) Calculation of Total Recycle system capacity - potential recycle system throughput including 10 year 24-hour stone event: a� i R3 remaining recycle system capacity following dally 11,088 ft3 minus 7,692:27I ft3 = 3 395_7throughput 10-year, 24-hour storm event. Note Evaporation factor determined by the American Association of Concrete Retailers 50 Q.9/...03/2004 14:26 C• NCDENK . [.ti.oc,..awr AND wM/1. ft�mc= . 7044833570 MACLEOD CONSTRUCTION PAGE 02 Division of Water Quality / Water Quality Section National Pollutant Discharge Elimination System NCG140000 FOR AGENCY USE ONLY ' Dne Received ••� : •. Yev I N I Da CertiGe,ee acora� •' I' 410 3g A—M . 'fp Q,ccu P endi Anl d to TEC` &tr NOTICE OF INTENT National Pollutant Discharge Elimination System application for coverage under General Permit NCG,r140000: STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as: SIC' 3273 Ready'Mixed Concrete 1) Mailing address' of owner/operator: 'Name Street Address City Telephone No. 2) 'Location -of facility -producing discharge: "Standard Industrial Clasalficatlon•Code (Please print or type) Address to which all permit cOrrespondence will be malted Facility Name Facility Contact G Street Address u- d r City 4S6319016l4 2C, State ZIP Code County Telephone No. 70 i/ �/Q -�� O .Fax: -70 r 8) :Physical, Location Information: Please'provide a narrative description of how to get to the facility (use street names, state road.numbers, and distance and direction from a roadway intersection). y9 A). vu;r ( f C•1-E�tr - P.l)sr TU RC — L1,0D/.)n JY 4 ,•,n ►, i- . ', _ n ... ii ._ . - — - (A copy of a county map or USGS quad shout with fad fity clea iy locatad on the Map is rpuir®d to be submMted with thl, appq=tion) 4) Tfiis •NPDES Permit Application: applies to which of the IdlloWing t ` -New or Proposed Facility Date operation is to -begin ® Existing 5) 'Standard'Industrltfl Classification: Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial activity at.this facility SIC Code:. ._ 2 6) Provide a brief description of the :types of Industrial activities and products produced -at this facility (include a site. rocess -diagram-with -this submittal): Page 1 of 4 4WU-229.080199 - ................ 09/03/2,004 .14:26 7044833570 MACLEOD CONSTRUCTION PAGE 03 NCG146000 N;0.1. s .,.. "f) Discharge points / Receiving waters: How many discharge points (ditches,' pipes, channels, etc:) convey stormwater from the property? What is the name of the body or bodies of water (creek, stream, river, lake etc.) that the facility stormwater discharges erid up in? If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm sewer system (e.g: City of Raleigh municipal storm sewer). Receiving water.classltication (if known): Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must - be approved by the'N.C. Dept. of Environmental Health. If DEH does not approve, Coverage under NCG140000 cannoCbe granted. No -new discharges of process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW 8) Does this facility-heve any other NPDES.permits? - ZNo ❑ - Yes If yes, list the permit numbers for all current NPDES permits for this facility: 9) Does this facility have any Non -Discharge permits (ex: recycle permits)? eNo ❑ Yes " If yes, list the permit numbers for all current Non -Discharge permits for this facility: 10) Does this faClllty employ any best management practlees.for stormwater control? d -No peyes If es, -please briefly describe: %i-lt 6"a1P9GE 1v*T?M 13, D/� � '=0 s' JA)99;� UaJbS 4 STZ646 C_844_06 S. 11) does this facility have a stormwater Pollution Prevention. Plan? 1No ❑ Yes Ifyes, when was R.Implemented? 1.2) Are vehicle maintenance activities occurring at%this facility? ❑ Yes 13) Are discharges occurring from any of the following -process* wastewater generating•activities? Vehicle and equipment cleaning C2f Yes ❑ No Wetting of raw material stockpiles 19 Yes ❑ No Mixing drum cleaning 1 Yes D No If yes to any of the above., please describe the type of process .used to treat and/or recycle the process wastewater. Give design specifics (I.e. design volume, retention time, surface area, etc.): [Use separate sheot(s)] ..Note: Construction.of.any wastewater treatment facilities require submission of..three (3)sets. of plans and speclfications along with this application. Design of treatment facilities must comply with requirements 15A NCAC 2H .0138. Page 2 of 4 SWU-229-090199 .Q9/03/2004 14:26 7044833570 MACLEOI) CONSTRUCTION PAGE 04 NCQ140000 X0.1. 14) Does the facility lose a recycle system ❑ No D'4es If yes, does the system overflow only during, rainfall events exceeding the 10-yr; 24-hr rainfall event? ❑ Yes /No If yes, provide plans, calculations, and supporting documentation: 15) Hazardous Waste:.. a) 199 this facility a Hazardous Waste Treatment, Storage, or Disposal:Facility? OR •No ❑ Yes b) Is this facility a Small Quantity'Generator (less than 1000 kg, of hazardous waste generated per calendar r) of hazardous waste? ENo.. : ❑ Yes c) Is this facility a Large Quantity Generator, (1000 kg. or more -of hazardous waste generated per calendar ye ) of hazardous. waste? . . ;No ❑ Yes d) If you answered yes to questions b. or c., please provide the following information. Type(s) of waste: How is material stored: Where is material stored: How many disposal shipments per year:• . Name of transport / disposal vendor: vendor address: ' 16) Certification North Carolina General Statute 143-215.6 b (i) provides that: Any person who knowingly makes any (else ctatament, representation, or certification In any application, record, report, plan or other document filed or required to be maintained under Article ,21 or regulations of the Environmental ' Management Commission implemnting•that Article, or who falsifies, tampers with or knowingly •randers inaccurate any recording or monitoring, device .or method required to be operated or -maintained under Article 21 or regulations of •the Environmental Management Commission. implemeriting that Article, shall be guilty of a -misdemeanor punishable by a fine not to exceed S10.000, or by imprisonment not to exceed six -months, or by both. (18'U.S.C: Section 1001 proyldeS a punishment by a'fine of not more than'$10,000 or imprisonment not more than 5 years, or both, fora similar offense) 1 hereby request coverage under the referenced General Permit. I understand that coverage under this permit will constitute -the permit requirements for the discharge(s) and is -enforceable .in the •same manner as an Individual permit. I certify that I am iamillar with the information contained In this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed Name of Person Signing: /Y (GIA4FL. 1 • p[,/ Title: D 0 1/0 3 (Signature of Applicant) (Date Signed) SWU•229-08o1e9 Page 3 of 4 09/03/2004 14:26 7044 MACLEOD CONSTRUCTION PAGE- 06 L pa MIN k�. t. t (CONCORD 3E1 yf 4854 1 SE li Arm, f r- c - m ' ..ED N (sl - Z' . N . cn 124'-Cl 1Y-6 —Aso'-tfx�'-a'� 10'-0• Ia'-a• Y-o' - cr t9 O m n N 7Xa are ma 3.7u mm lrw W cTl Sir sr R. 4S b CD i 6Z7' 627' =7' 6313' b' : w aca¢ m -oy ,Mec r� iai wK rw t a= FM 7 r •j g v 2 Rsusm oar v1r.09 nn 1a'd ta'-0' Y-a' er-ar dam' 1W-a'. Y-o" frTl 7� OV • O C C) O o . m LWCATES DIRECTION OF GRADE SLOPE m MACLEOD CONSTRUCTION HARRISBURG PLANT E7/30/04 DRIDGE 1 "=20' j PITS.DWG _ � ININ I N Mansour Edlin Consulting 1515 Mockingbird Ln. Suite 802 Charlotte, NC 28209 704-672-1560 Phone 704-672-1562 Fax July 30, 2002 Re: Storm Water Detention Report for MacLeod. . Hydraflow program was utilized to develop hydrographs and determine peak discharges. A copy of the detailed report is attached, Below is, a summary of. the detailed report. Basin Data: Development Area: 3.1 acres CN Pre Development: 70 : Wooded sites with steep slopes CN Post Development: 90 2.4 acres paved + 0.7 acres of.lawn;, Summary of Peak Discharge: • Pre - Development: a, . Q2: 1.3 cfs Maximum allowable discharge from the site'. Q10: 5.8 cfs Maximum allowable discharge from the site • Post -Development: Q2: 6.6 cfs . Q10: 13.4 cfs Q50: 21.8 cfs • Post- Development Routed: Q2: 1.8 cfs @ Max, Elevation'of 613.9 Q10: 6.0 cfs @ Max. Elevation of 616.4 Q50 : 23.8.cfs @ Max, Elevation of 617.2 Top of Dam @ 6718.0 Outlet Structure Data:. Bottom of basin elevation 609.5 6" orifice elevation.. 610.0 controls 2-year.storm 10" orifice .elevation 614.0 controls 10-year storm Weir elevation 616.5 0.5' H x2.5'W. on all sides of the box Top of outlet structure • 617.0 Top of dam elevation 618.0 Pond Data: Stage Elevation Storage (SF) 610 200 612 1,400 614, 2,500 616 . . 3,500 618 5,000 b �$ . 4 Q.3 2 1 0 �: i �, 14 --.X� OF W AT Q Michael F. Easley �O G (6) Governor u ' Wi a G•. oss Jr. Secretary > [ `! No h Carolina Department of Environ and�Naiural Reno < r 'SI �t E°.fir ��f¢R�nk�WrKlimek, P E Dirbc or Devi§ion of Water QuaiitOF April 19, 2005 APR 2 2 2005 Mr. Michael L. Houser MacLeod Construction Inc. P.O. Box 864 Denver, North Carolina 28037 /s_�T, 1g Subject: Additional Information Request MacLeod Construction Inc. —East Plant NPDES Application No. NCG140351 Cabarrus County Dear Mr. Houser: The Division of Water Quality (DWQ) Stormwater Permitting Unit has reviewed your NPDES Permit Application for General Permit NCG140000, received January 3, 2005, and additional information submitted through Mr. Mansour Edlin, received March 24, 2005 and April 7, 2005. We feel more detail about the recycle system design and proposed method of pH control is necessary before a permit can be issued. This request is not meant to unduly delay your permit; however, the permit applicant must provide sufficient evidence to reasonably assure DWQ that the proposed system will comply with applicable water quality standards and requirements (per 15A NCAC 0.2H .0112). Unlike most other stormwater general permits, this NPDES permit is a combined wastewater and stormwater permit, and therefore our review must also consider process wastewater discharge and treatment —not just stormwater controls. Our previous requests for design basis information have yielded some details about the recycle system but have not demonstrated the design storm capacity, or whether pH will be controlled sufficiently in the event of overflow. Please provide more comprehensive design details and calculations as outlined below. Recycle System Design Please explain assumptions regarding: • The drainage area to the recycle system. Earlier responses noted that the drainage area is "limited to a small area on the north side of the recycling system." Please quantify the area incorporated into the design, and describe the drainage divides that define the contributing area. Assumed daily throughput flow and basis (e.g., assumed number of mix drum washouts and amounts, estimated vehicle splatter wash down flows, etc.). Please quantify the design basis for all types of process wastewater and stormwater flows that the recycle system will handle. C*A NCb MR Customer Service 1 800 623-7748 Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015 MacLeod Construction Inc. 4/19/2005 Page 2 of 2 Settling and residence time assumptions. What settling volume is provided in the settling tank cells, and what settling velocities were used for the design? Please provide calculations demonstrating that the system will remove total suspended solids (TSS) down to the permit limit of 30 mg/1 in the event of an overflow. If meeting permit limits relies on additional treatment in the stormwater detention pond, please demonstrate how the detention pond design incorporates recycle system overflows (flow and any additional solids loading) and will ensure discharge meets the 30 mg/l TSS limit and 5 ml/l settleable solids limits. • The amount of freeboard that will be maintained in the clean water tank under normal operating conditions. pH Control • How will the pH be monitored? • How will operators ensure sufficient dosage and mixing time prior to discharge? Please explain the protocol that will be used to measure and adjust the pH. Will chemical adjustment occur in the clean water tank or in the detention pond? If the recycle system is designed to contain the 10-year storm —the same as the pond —process wastewater and stormwater will commingle in rainfall events of that magnitude (and discharge from the outfall will be considered wastewater). How will pH be adjusted and controlled prior to discharge? • How was the amount of muriatic acid to be stored on site estimated? Please provide calculations used to estimate the dosage necessary to reduce the pH from 12 to 8 under design conditions loading. t, We appreciate your assistance in addressing these concerns. Please provide the requested information by May 4, 2005. If you have any questions, please feel free to call me at (919) 733- 5083 ext. 529. Sincerely, U Bet any A. eorgoulias Environmental Engineer cc: Stormwater Permitting Unit files _ Central Files Moor_esv-llle Regional OfficeV" Mr. Mansour Edlin, P.E. (Mansour Edlin Consulting)