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Home My WebLink About0760 OST.-W.BARN. RD - Health - TREATMENT PLANT - WEST VILLAGE ELEMENTARY s TREATMENT PLANT r FRONT/BACKWEST VILLAGE ELEM Si 6 LOst-/W. B r� K-3 r 1 a �. — - ,�- �.r� . n Aquarion Operating Services Company 580 Wakefied Street 401.821.2617 phone West Warwick, RI 02893 401.821.1227 fax www.4conops.com . AQUARION Operating Services Local Experts.Global Expertise.- Barnstable W WTP Permit SE#0-576 February 11,2004 MONTHLY INSPECTION REPORT BARNSTABLE WASTEWATER TREATMENT FACILITY January 2005 INTRODUCTION The purpose of this report is to present a summary of the operation, maintenance and laboratory analyses conducted at the facility and monitoring wells during this month. Included in this report are copies of operational data sheets, equipment log sheets, and analytical data. OBSERVATIONS All treatment processes were operational. Monthly sampling of the facility was completed. Preventive maintenance on all equipment was preformed on a regular basis. All groundwater discharge parameters were met. CONCLUSION All equipment is being well maintained with no evidence of breakdown. There are no recomm operational changes at this time. B or John J. Walsh Cc: DEP Boston fTowri of-arnstable DOH DEP Southeast Regional Office DPW Water Pollution Control Division Brent Herring, Aquarion J. Jefferson Gregg P.E.; Sterns & Wheler File r Massachusetts Department of Environmental Protection Permit Number: 576-0 Bureau of Resource Protection-Groundwater Discharge Permit Program Facility: Barnstable Middle School Frequency: Monthly Groundwater Permit DISCHARGE MONITORING REPORT Sampling Date: January 11, 2005 Contaminant Analysis Information * For"0"below detection limit,or not detected,enter"ND" * TNTC=too numerous to count * NS=Not Sampled Effluent Method Parameter/Contaminant Units Influent Effluent Detection Limit BOD mg/I 90 5 30 TSS mg/I 140 BRL 10 Total Solids mgll 970 550 Not Listed Ammonia-N mg/I 2.3 0.4 Not Listed Nitrate-N mg/l NR 2 10 Total N'itrogen(NO3=NO2=TKN) mg/I 74 5.6 1 10 Sodium mg/I NR 69 Not Listed Flow Dail Ave. Monthly Total 3,982 107,520 �,i GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: INF Matrix: Aqueous Project: Barnstable Received: 01-11-0514:30 Client: Aquarion Services Company Lab ID: 80079-04 Sampled: 01-11-05 08:05 Container. 1 L Plastic Preservation: Cool Analyte Resti{t .-`+, Llrtits,r„ BL' D Volume Analyzed ,. QC Batcfl Method Inst A-iot Biochemical Oxygen Demand 90 mg/L 80 150 2mL 01-12-0511:01 BOD-1939-W SM52108 2 MW Lab ID: 80079-06 Sampled: 01-11-05 08:10 container: 500 mL Plastic Preservation: Cool Analyte "Resliltt l�ruts Rt D'IF volume Analyzed QC_Batch Method. Inst Analyst Solids,Total 970 mg/L 20 1 50 rnL 01-13-05 09:15 TS-0716-W SM 2540 B 3 MW Solids,Total Suspended 140 mg/L 20 2 50 mL 01-13-05 08:44 TSS-1038-W SM 2540 D 3 MW Lab ID: 80079-03 Sampled: 01-11-05 08:15 container 250 mL Plastic Preservation: H2SO4/Cool Analyte Result Units 91, DF volume Analyzed:. QC Batch Method f Inst A.IyA Ammonia(as Nitrogen; 2.3 mg/L 0.2 1 50nnL 01-14-0511:48 AM-1432-W a'610)-0bla(sn 1 AVB I SOONH3 B,GI lxhat 1610)-063 EPA i Nitrogen,Total (as TKN, 74 mg/L 0.5 1 20 mL 07-15-05 11:37 TKN-1532-W 351 1 DDw Nitrate and Nitrite) 20 0.25 mL 01-11-05 17:51 NI-2447-W W45 -NO3v 1 DDW Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. DF Dilution Factor. 1 Instrument ID: Lachat 8000 Autoanalyzer 2 Instrument ID: YSI 5100 3 Instrument ID: Mettler AT 200 Balance Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 I GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: EFF Matrix: Aqueous Project: Barnstable Received: 01-11-05 14:30 Client: Aquarion Services Company Lab ID: 80079-05 Sampled: 01-11-05 08:25 Container: 1 L Plastic Preservation: Cool Anallyte Arl'yZed" Y51 �Bichemical Oxygen Demand M 5210 B 2 M WJ Lab ID: 80079-01 Sampled: 01-11-05 08:30 Container: 500 mL Plastic Preservation: Cool Analyte Result` ` Units, RL OFVolume -4nalyzed QC Batch Method InSt Analyst Solids,Total 550 mg/L 20 1 50 mL 01-13-05 09:15 TS-0716-W SM 2540 B 3 MW Solids,Total Suspended BRIL mg/L 10 1 100 mL 01-13-05 08:44 TSS-1038-W SM 2540 D 3 -w Nitrate(as Nitrogen) 2.0 mg/L 0.02 1 5 mt. 01-11-05 17:04 NI-244 7_W L-111 IW074--C(SM 1 Dow 45-03 F) Lab ID: 80079-02 Sampled: 01-11-05 08:35 C-tainer. 250 mL Plastic Preservation: H2SO4/Cool Anal -.-PF. volume An QC.`Batch Method I Inst Anatyst Ammonia(as Nitrogen) 0.4 mg/L 0.2 1 50 nrL 01-14-05 11:32 A&4-1432-W etsM 1 AV8 Nitrogen,Total(as TKN, 5.6 mg/L 0.5 1 20 mL 01-15-05 11:36 TKN-1532-W EPA 1 DDW Nitrate and Nitrite) 1 5 ml. 01-11-05 17:05 W-2447-W S.45MN03 F I DDW Method Reference: methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and methods for the Determination of inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. DF Dilution Factor. I Instrument ID: Lachat8OOOAutoanalyzer 2 Instrument ID: YSI 5100 3 Instrument ID: Mettler AT 200 Balance Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Trace Metals Field ID: EFF Matrix: Aqueous Project: Barnstalbe Container: 250 mt.Plastic Client: Aquarion Services Company Preservation: HNO3/Cool Laboratory ID: 80079-07 Preserved: 01-11-05 08:40 Sampled: 01-11-05 08:40 Received: 01-11-05 14:30 Analysis Method QC Batch ID Prep Method Prepared Sample Volume I Instrument ID An I s EPA 200.7' MB-1411-W EPA 200.7 01-12-05 08:10 50 ml I0.2 PE 3300 MWR [CAS Number Ar►alyte Concentraiton Noies ;Units: Reporting Unit[ pF Analyzed j Method 7440-23-5 Sodium,Total 69 mg/L 1 1 1 01-18-05 13:40 1 EPA 200.7' Method Reference: Methods for Chemical Analysis of Water and Wastes,EPA-600/4-79-020,Revised 0983),and Methods for the Determination of Metals in Environmental Samples,Supplement I,EPA-600/R-94-111, 0994),and 40 C.F.R.136,Appendix C(1990). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Barnstable Middle School WWVTF RBC FET Pump #1 RBC FET Pump #1 Dosing Pump #1 Dosing Pump #2 Date Meter Reading Total Hours Meter Reading Total Hours Meter Reading Total Hours Meter Reading Total Hours 01/01 01/02 01/031 37549.74 24.68 38886.02 0.00 878.69 0.42 1317.31 0.59 01/041 37594.42 26.01 38886.02 0.00 879.11 0.47 1317.90 0.68 01/051 37600.43 15.63 38886.02 0.00 879.58 0.05 1318.58 0.41 01/061 37616.06 31.74 38886.02 0.00 879.67 0.75 1318.99 0.73 01/071 37647.80 24.00 38886.02 0.00 880.42 0.62 1319.72 0.40 01/08 24.00 0.41 01/091 10.73 01/101 37706.53 0.00 38886.02 19.8 881.04 0.00 1320.53 0.00 01/11 37706.53 24.47 38905.82 0.00 881.04 0.33 1320.53 0.60 01/12 37731.00 23.57 38905.82 0.00 881.37 0.81 1321.13 1.23 01/131 37754.57 23.53 38905.82 0.00 882.18 0.77 1322.36 1.04 01/141 37778.10 0.00 38905.82 23.35 882.95 0.65 1323.40 0.56 01/151 0.00 0.00 0.00 0.56 01/161 0.00 0.00 0.00 0.00 01/171 0.00 0.00 0.00 0.00 01/181 37778.10 191.99 38929.17 0.00 883.60 0.46 1324.52 0.66 01/191 37798.09 14.51 38929.17 0.00 884.06 0.54 1325.18 0.70 01/20 37812.60 13.30 38929.17 0.00 884.60 0.33 1325.88 0.66 01/21 37825.90 24.00 38929.17 0.00 884.93 0.43 1326.54 0.60 01/22 23.24 0.00 0.00 01/23 0.00 0.00 0.00 0.00 01/241 37873.14 0.00 38929.17 0.00 885.36 0.00 1327.14 0.00 01/251 37873.14 4.85 38929.17 885.36 1327.14 01/261 37877.99 38929.17 885.36 1327.14 01/271 37881.77 38929.17 885.47 1327-14 01/28 37881.80 38929.17 885.47 1327.14 01/29 01/30 01/31 37882.77 38929.17 885.47 1327.14 Average Total 328.251 43.15 6.63 9.83 Page 1 Barnstable Middle School WWTF Mudwell Pump #1 Mudwell Pump #2 Backwash Pump #1 Backwash Pump #2 Date Meter Reading Total Hours Meter Reading Total Hours Meter Reading Total Hours Meter Reading Total Hours 01/01 01/02 01/031 448.11 0.17 454.57 0.14 38.18 43.20 01/041 448.28 0.16 454.71 0.11 38.18 43.22 01/051 448.44 0.11 454.82 0.19 38.18 43.22 01/061 448.55 0.19 455.01 0.22 38.30 0.12 43.22 01/07 448.74 0.27 455.23 0.27 38.30 43.22 01/08 0.26 0.27 01/09 01/10 449.27 0.06 455.72 0.08 38.30 43.22 01/11 1 449.33 0.41 455.85 0.43 38.30 43.22 01/121 449.74 0.21 456.28 0.32 38.30 43.22 0.06 01/131 449.95 0.28 456.60 0.17 38.30 43.28 0.07 01/141 450.23 0.26 456.77 0.25 38.30 43.35 01/151 0.26 0.25 01/161 0.00 0.00 01/171 0.00 0.00 01/181 450.74 0.14 457.26 0.42 38.30 0.06 43.35 0.07 01/191 450.88 0.16 457.68 0.14 38.36 0.00 43.42 0.00 01/201 451.04 0.15 457.82 0.31 38.36 0.00 43.42 0.00 01/21 451.19 0.16 458.13 0.16 38.36 43.48 01/221 0.16 0.16 01/23 0.16 0.16 01/24 451.71 0.15 458.62 0.16 38.36 43.48 01/251 451.71 458.62 38.36 43.48 01/261 451.80 458.71 38.36 43.48 01/271 451.80 458.71 38.36 43.48 01/281 451.80 458.71 38.36 43.48 01/29 01/30 01/31 451.80 458.71 0.20 38.36 43.48 R:verag Total 3.72 4.411 0.18 0.20 Page 2 Barnstable Middle School WWTF PH Methanol Sec. Clarfier FET Hydroxide Flow Meter Daily Flow Operator Date Influent RBC Eff. Effluent Level Gals. Used Blanket(FT) Depth (FT) LBS Totalizer Gals. 01/01 01/02 01/031 7.5 7.1 7.9 6.0 1 42" 5 668,292 7,380 01/041 7.3 7.4 8.1 5.0 1 46" 5 669,030 16,740 01/051 7.2 7.0 8.2 4.0 1 44" 670,704 3,500 01/061 7.8 8.1 8.3 3.0 46" 5 671,054 6,450 01/071 7.6 8.0 8.3 30.0 1 44" 5 671,699 2,230 01/08 01/09 01/101 7.6 7.6 8.2 1 35" 5 672,368 10 01/11 1 7.6 7.5 8.2 1 40" 5 672,369 4,230 01/121 7.9 7.4 8.0 28.0 40" 5 672,792 15,610 01/131 7.8 7.0 8.0 27.5 41" 5 674,359 14,580 01/141 7.7 6.7 8.0 27.0 33" 5 675,817 4,235 01/151 4,235 01/16 - 01/17 - 01/181 7.6 6.8 8.0 33" 5 676,664 7,140 01/191 7.8 7.3 7.6 33" 5 677,378 7,260 01/201 7.9 7.5 7.9 37" 5 678,104 5,360 01/21 7.8 7.6 7.9 33" 5 678,640 2,515 01/221 2,515 01/23 - 01/241 7.8 7.5 7.8 33" 5 679,143 - 01/251 7.7 7.5 7.8 33" 5 679,143 - 01/261 7.8 T4 8.0 36" 5 679,143 520 01/271 7.7 7.5 7.9 33" 5 679,195 - 01/281 7.7 7.6 8.0 33" 5 679,195 40 01/29 - 01/30 - 01/31 7.7 7.6 8.0 5 679,199 2,970 Average 7.7 7.4 8.0 _ 3,982 Total 6 95 107,520 Page 3 # a Aquarion Operating Services Comp[ny 580 Wakefied Street 401.8 1.2617 phon West Warwick, RI 02893 4 1.821.1227 fax www.4conops.com AQUARION Operating Services Local Experts.Global Expertise.- Barnstable WWTP Permit SE#0-576 November 11,2004 MONTHLY INSPECTION REPORT BARNSTABLE WASTEWATER TREATMENT FACILITY October 2004 INTRODUCTION The purpose of this report is to present a summary of the operation, maintenance and laboratory analyses conducted at the facility during this month. Included in this report are copies of operational data sheets, equipment log sheets, and analytical data. OBSERVATIONS All treatment processes were operational. Monthly sampling of the facility and monitoring wells was completed. Preventive maintenance on all equipment was preformed on a regular basis. All groundwater discharge parameters were met. CONCLUSION All equipment is being well maintained with no evidence of breakdown. There are no recommended operational changes at this time. B For John J. Valsh Cc: DEP Boston Town of Barnstable DOH DEP Southeast Regional Office DPW Water Pollution Control Division Brent Herring, Aquarion J. Jefferson Gregg P.E.; Sterns & Wheler File Massachusetts Department of Environmental Protection Permit Number: 576-0 Bureau of Resource Protection-Groundwater Discharge Permit Program Facility: Barnstable Middle School Frequency: Monthly Groundwater Permit DISCHARGE MONITORING REPORT Sampling Date: October 14, 2004 Contaminant Analysis Information * For"0"below detection limit,or not detected,enter"ND" • TNTC=too numerous to count * NS=Not Sampled Effluent Method Parameter/Contaminant Units Influent Effluent Detection Limit BOD mg/I 140 15 30 TSS mg/I 67 BRL 10 Total Solids mg/l 720 610 Not Listed Ammonia-N mg/l 17 0.2 Not Listed Nitrate-N mg/I NR 0.44 10 Total Nitrogen(NO3=NO2=TKN) mg/l 69 3.8 10 Sodium mg/I NR 77 Not Listed Flow Daily Ave. Monthly Total 8,160 163,190 GROUNDWATER ANALYTICAL Trace Metals Field ID: EFF Matrix: Aqueous Project: Barnstable Container. 250 ml.Plastic Client: Aquarion Services Company Preservation: HNO3/Cool Laboratory ID: 77514-07 Preserved: 10-14-04 11:20 Sampled: 10-14-04 11:20 Received: 10-14-04 12:20 Analysis Method QC Batch ID Prep Method Prepared Sample Volume Instrument ID Analyst EPA 200.7' MB-1312-W EPA 200.7 10-15-04 10:10 50 mL 10-2 PE 3300 CRL CAS Number Analyte @ o DF Airalyied Method 7440-23-5 Sodium,Total 77 mg/L I 1 10-20-04 15:31 EPA 200.7' Method Reference: Methods for Chemical Analysis of Water and Wastes,EPA-600/4-79-020,Revised(1983),and Methods for the Determination of Metals in Environmental Samples,Supplement 1,EPA-6001R-94-1 11, (1994),and 40 C.F.R.136,Appendix C(1990). Report Notations: EIRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. DF Dilution Factor. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: EFF Matrix: Aqueous Project: Barnstable Received: 10-14-04 12:20 Client: Aquarion Services Company Lab ID: 77514-02 Sampled: 10-14-04 11:05 Container. 1 L Plastic Preservation: Cool Anal ye volume11Analyzed' QC'eatch ,. . lost A." LBiochemical Oxygen Demand 15 mg/L 2 6 50 mL 1 10-1444 16:26 1 BOD-1845-W SM 5210 8 2 1W Lab ID: 77514-03 Sampled: 10-14-04 11:10 Container. 500 ml.Plastic Preservation: Cool 'Aftalyte 'Result t, Untts�RLkDF Volume Analyzed rQCreatch Method 1;. Solids,Total 610 mg/L 20 1 50 mL 10-19-04 08:53 TS-0696-W SM 2540 B 3 MW Solids,Total Suspended BRIL mg/L 10 1 100 mL 10-15-04 10:30 TSS-1 007-W SM 2540 D 31MW Nitrate(as Nitrogen) 0.44 mg/L 0.02 1 5 mL 10-14-04 20:25 NI-2348-W Lachal 1O107#1-c"" 1 15-03 F) 1 LID Lab ID: 77514-06 Sampled: 10-14-04 11:15 Container. 250 mL Plastic Preservation: H2SO4/Cool Meth Analyte Writ iom YZA-.tC Batch .nt Ammonia(as Nitrogen) 0.2 mg/L 0.2 1 50 mt. 10-18-04 15:12 AM-1396-W 1 AVB 4S8 MB,Q Nitrogen,Total(as TKN, 3.8 mg/L 0.5 1 20 mL 10-20-04 14:02 TKN-1 460-W "", ' 1 AVB 51.2 Nitrate and Nitrite) 1 5 mL 10-14-04 20:28 W-2348-W SM 4SOO-NO3 F 1 LJD Method Reference: methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. OF Dilution Factor. I Instrument ID: Lachat 8000 Autoanalyier 2 Instrument ID: YSI 5100 3 Instrument ID: Mettler AT 200 Balance Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: INIF Matrix: Aqueous Project: Barnstable Received: 10-14-04 12:20 Client: Aquarion Services Company Lab ID: 77514-04 Sampled: 10-14-04 10:30 Container.500 mL Plastic Preservation: Cool --TI—nst Analyte 4C Analysed MethodAnalyst Solids,Total 720 mg/L 20 50 mL 10-19-04 08:53 TS-06915-W SM 2540 B Solids,Total Suspended 67 mg/L 10 1 70 mL 10-15-G4 10:30 TSS-1007-W SM 2540 D Lab ID: 77514-01 Sampled: 10-14-04 10:45 Container. I L Plastic Preservation: Cool 'c:Batc MethodInsi Am"Batch, Meth p r R Afialyte Biochemical Oxygen Demand 140 mg/L 20 300 1 mt. 10-14-04 16!23 BOD-1 845-W SM 5210 8 2 JW Lab ID: 77514-05 Sampled: 10-14-04 10:55 Container 250 mL Plastic Preservation: H2SO4/Cool Ahalyte Batch- 'Method' I Ana nst Ammonia(as Nitrogen) 17 mg/L 1 5 10mL 10-18-0416:04 AM-1396-W (W 1 AVB 4S00-NH38,Q 1 20 FyvL 10-20-04 14:00 TKN-1460-W EPA Nitrogen,Total(as TKN, 69 mg/L 0.5 1 AV8 3S1.2 Nitrate and Nitrite) 20 0.25mL 10-14-0421:27 NI-2348-W S.4S° 03 F t LID Method Reference: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020(Revised 1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA,EPA/600/R-93/100(1993),and Standard Methods for the Examination of Water and Wastewater,APHA,Twentieth Edition(1998),and Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update 111(1996). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. RL Reporting Limit. DF Dilution Factor. I Instrument ID: Lachat 8000 Autoanalyzer 2 Instrument ID: YSI 5100 3 Instrument ID: Mettler AT 200 Balance Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 Barnstable Middle School page 1 RBC FET Dosing Pump#1 Pump#2 Pump#1 Date Hours Total Hours Total Hours Total 10/01 35941.34 24.00 38432.59 0.00 849.14 0.24 10/02 24.00 0.24 10/03 14.56 0.24 10/04 36003.90 20.51 38437.59 0.00 849.86 0.22 10/05 36024.41 23.81 38437.59 0.00 850.08 0.83 10/06 36048:22 0.38 38437.59 23.80 850.91 0.14 10/07 36048.60 0.02 38461.39 24.13 851.77 11.60 10/08 36048.62 24.00 38485.52 0.19 863.37 0.99 10/09 24.00 0•99 10/10 13.37 0.99 10/11 36109.99 7.40 38485.71 0.00 866.36 0.00 10/12 36117.39 19.80 38485.71 0.00 866.36 0.00 10/13 36162.19 0.25 38485.71 27.39 866.36 0.00 10/14 36137.44 4.99 38513.10 20.50 866.36 0.00 10/15 36142.43 24.00 38533.60 24.00 866.36 10/16 22.58 10/17 0.00 10/18 36189.01 2.95 38605.54 23.90 866.36 10/19 36191.91 15.24 38629.52 24.07 866.36 10/20 36207.20 5.88 38653.59 12.71 866.36 10/21 36213.08 0.00 38666.30 22.39 866.36 10/22 36213.08 24.00 38688.69 0.12 866.36 10/23 10.11 10/24 0.00 10/25 36247.25 17.95 38688.81 0.00 866.41 10/26 36265.20 17.18 38688.81 0.00 866.41 10/27 36282.58 21.23 38688.81 0.00 866.41 10/28 36303.61 0.00 38688.81 24.03 866.41 10/29 36303.61 24.00 38712.84 0.33 866.41 10/30 19.27 10/31 0.00 Average Total 405.48 227.56 16.48 Barnstable Middle School page 2 Dosing MUDWELL Pump#2 Pump#1 Pump#2 Date Hours Total Hours Total Hours Total 10/01 1231.07 0.36 436.50 0.15 443.05 10/02 0.36 0.32 10/03 0.36 10/04 1232.75 16.61 436.65 0.15 443.37 0.00 10/05 1249.36 0.13 436.80 0.00 443.37 0.16 10/06 1249.49 0.00 436.80 0.16 443.53 0.17 10/07 1249.49 5.42 436.90 0.16 443.70 0.10 10/08 1254.91 2.02 437.12 0.10 443.86 0.11 10/09 0.10 0.11 10/10 0.10 0.11 10/11 0.00 0.00 0.00 10/12 1256.93 0.78 437.43 0.16 444.19 0.00 10/13 1257.71 1.48 437.59 0.00 444.19 0.16 10/14 1259.19 1.45 437.59 0.18 444.37 0.00 10/15 1260.64 2.26 437.77 0.30 444.37 0.29 10/16 2.26 0.30 0.29 10/17 2.26 0.30 0.29 10/18 1267.43 1.34 438.66 0.20 445.25 0.15 10/19 1268.76 2.38 438.86 0.17 445.40 0.17 10/20 1271.14 6.09 439.03 0.21 445.57 0.14 10/21 1 1277.23 0.97 439.03 0.21 445.71 0.39 10/22 1278.20 0.74 439.24 0.06 446.10 0.09 10/23 0.74 0.06 0.09 10/24 10/25 1279.67 0.95 439.41 0.17 446.28 10/26 1280.62 1.33 439.58 0.00 446.28 0.00 10/27 1281.95 1.44 439.58 0.16 446.28 0.00 10/28 1283.04 2.04 439.74 0.00 446.46 0.18 10/29 1285.13 0.97 439.74 0.00 446.46 0.00 10/30 0.97 0.00 0.00 10/31 0.00 0.00 0.00 Average Total 55.71 3.40 3.32 Barnstable Middle School page 3 BACKWASH Pump#1 Pump#2 Inf 1st Stg RBC Date Hours Totals Hours Total pH Temp pH 10/01 35.08 0.60 41.25 7.6 + 10/02 0.70 10/03 0.70 10/04 35.28 0.70 41.25 7.5 10/05 35.35 0.60 41.25 7.7 10/06 35.41 0.14 41.25 7.7 10/07 35.55 0.13 41.25 7.6 10/08 35.68 0.07 41.25 7.7 10/09 0.14 10/10 0.07 10/11 35.95 0.00 41.25 7.7 10/12 35.95 0.06 41.25 7.6 10/13 36.01 0.00 41.25 0.07 7.9 10/14 36.01 0.00 41.32 0.06 7.5 10/15 36.01 0.07 41.38 7.6 10/16 0.06 10/17 0.06 10118 36.28 0.13 41.71 0.07 7.8 10/19 36.41 0.07 41.78 0.70 7.8 10120 36.48 0.00 41.85 0.60 7.9 10/21 36.48 0.00 41.91 0.20 7.8 10/22 36.48 0.06 42.11 0.07 7.7 10/23 10/24 10/25 36.54 0.07 42.18 0.00 7.8 10/26 36.61 0.00 42.18 0.00 7.7 10/27 36.61 0.07 42.18 0.07 7.8 10/28 36.68 0.00 42.25 0.00 7.7 10/29 36.68 0.00 42.23 0.00 7.7 10/30 0.00 0.00 10/31 0.00 0.00 Average 7.7 Total 4.50 1.84 Barnstable Middle School page 4 Secondary FET 4th Stg RBC Efflent Clarifier Depth Date pH Temp pH Temp Blanker(ft) ft 10/01 8.0 8.2 47"#1 10/02 10/03 10/04 8.0 8.1 no flow 36"#1 10/05 8.0 8.2 37"#1 10/06 7.8 8.4 46"#2 10/07 7.7 8.4 2BW#1 47"#2 10/08 7.8 8.3 2BW#1 49"#1 10/09 10/10 10/11 8.1 8.2 4BW#1 35"#1 10/12 8.1 8.3 37"#1 10/13 7.9 8.4 1#1 47"#2 10/14 8.0 8.4 1#2 36"#2 10/15 8.0 8.3 1#2 64"#2 10/16 10/17 10/18 8.0 8.2 60"#2 10/191 8.1 8.1 60"#2 10/20 8.0 8.2 #1,1 #2,1 10/21 8.1 8.1 #1,0 #2,0 33"#2 10/22. 8.0 8.1 #1,0 #2,3 35"#1 10/23 10/24 10/25 8.0 8.0 35" #1 10/26 8.0 8.2 #1,1 #2,0 34" #1 10/27 8.0 8.1 #1,0 #2,0 34" #1 10/28 7.9 8.1 #1,1 #2,1 44"#2 10/29 7.9 8.2 #1,0 #2,0 35"#1 10/30 10/31 33"#1 Average 8.0 8.2 Total Barnstable Middle School page 5 Methanol Methanol Level Used Hydroxide Daily Time Operator , Date (gallons) Ibs Totalizer Flow Comments Initials 10/01 17.5 1 5 617,102 3,920 236.3 10/02 1 10/03 1 10/04 16.5 2 5 617,886 2,930 236.8 10/05 15.0 2 5 618,179 4,260 10/06 14.0 2 5 618,605 6,830 10/07 12.0 2 5 619,288 7,140 10/08 12 5 620,002 3,110 10/09 10/10 10/11 10.0 5 620,935 60 237.3 10/12 9.0 5 620,941 2,770 10/13 8.0 5 621,218 8,360 10/14 7.5 5 622,054 7,580 10/15 7.0 1 5 622,812 13,280 10/16 1 10/17 2 10/18 5.0 2 5 626,796 6,470 237.8 10/19 4.0 2 5 627,443 12,400 10/20 3.0 2 5 628,683 47,580 10/21 2.9 2 5 633,441 7,300 10/22 2.8 2 5 634,171 10/23 2 10/24 2 10/25 4 2 634,815 4,910 238.3 10/26 2.9 2 635,306 5,880 10/27 2.3 2 635,894 4,890 10/28 2.2 2 636,383 9,780 10/29 2.1 637,360 3,740 10/30 10/31 Average 8,160 Total 163,190 GROUNDWATER DISCHARGE PERMIT Name and Address of Applicant: Town of Barnstable, (Barnstable School Department), 835 Falmouth Road, Hyannis, Massachusetts 02601. Date of Application: August 11, 2003 Application/Permit No. 1-576 Date of Issuance: January 27, 2004 Date of Expiration: January 27, 2009 Effective Date: January 27, 2004 AUTHORITY FOR ISSUANCE Pursuant to authority granted by Chapter 21, Sections 26-53 of the Massachusetts General Laws, as amended, the following permit hereby issued to: Town of Barnstable(hereinafter called "the permittee") authorizing discharges from the Barnstable Horace Mann Charter School, 730 Osterville—West Barnstable Road, Marstons Mills on site wastewater treatment facility to the ground, such authorization being expressly conditional on compliance by the permittee with all terms and conditions of the permit hereinafter set forth. This final document copy is being provided to you:electronically by the ,Department offivironmental Protection.A signed copy of this document is on file at the DEP office fisted on the letterhead. Brian A. Dudley Date Bureau of Resource Protection Barnstable Horace Mann Charter School SE#: 1-576 I. SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the wastewater treatment facilities for which this permit is issued a treated effluent whose characteristics shall not exceed the following values: Effluent Characteristics Discharge Limitations Flow 42,900 GPD Oil and grease 15 mg/l Total Suspended Solids(TSS) 10 mg/1 Biochemical Oxygen Demand, 5-day 30 mg/l @200C(BOD5) Fecal Coliform 200 colonies/100 ml Turbidity 5 NTU Total Nitrogen(NO2+NO3+TKN) 10 mg/1 Nitrate-Nitrogen 10 mg/1 a) The pH of the effluent shall not be less than 6 nor greater than 9 at any time, or not more than 0.2 standard units outside the naturally occurring range. b) The discharge of the effluent shall not result in any demonstrable adverse effect on the groundwater or violate any water quality standards that have been promulgated. c) The monthly average concentration of BOD and TSS in the discharge shall not exceed 15 percent of the monthly average concentrations of BOD and TSS in the influent into the permittee's wastewater treatment facility. d) When the effluent discharged for a period of 90 consecutive days exceeds 80 percent of the permitted flow limitations,the permittee shall submit to the permitting authorities projected loadings and a program for maintaining satisfactory treatment levels consistent with approved water quality management plans. 2 Barnstable Horace Mann Charter School SE#: 1-576 B. Monitoring and Reporting 1. INFLUENT: The permittee shall monitor and record the quality of the influent waste stream to the facility according to the following schedule and other provisions: Parameter Minimum Frequency of Sample Type Analysis pH Daily Grab BOD5 Monthly 24-Hour Composite Total Suspended Solids Monthly 24-Hour Composite Total Solids Monthly 24-Hour Composite Oil and grease Monthly Grab Nitrite Nitrogen Monthly 24-Hour Composite Nitrate Nitrogen Monthly 24-Hour Composite Total Kjeldahl Nitrogen Monthly 24-Hour Composite (TKN) Ammonia Nitrogen Monthly 24-Hour Composite Total Nitrogen(NO2+ Monthly Calculated NO3+TKN) Volatile Organic Annually Grab Compounds' 'USEPA Method#624 3 6 Barnstable Horace Mann Charter School SE#: 1-576 EFFLUENT: The permittee shall monitor and record the quality and quantity of effluent at the effluent pump chamber to the leaching area according to the following schedule and other provisions: Parameter Minimum Frequency Sample Type of Analysis Flow Daily Max-Min-Average Turbidity Continuous Max-Average pH Daily Grab Total Suspended Solids Weekly 24-Hour Composite Total Solids Monthly 24-Hour Composite Total Phosphorus Quarterly Grab Orthophosphate Quarterly Grab Oil&Grease Monthly Grab Fecal Coliform 2/Week Grab BOD5 Weekly 24-Hour Composite Copper Quarterly Grab Chromium Quarterly Grab Cadmium Quarterly Grab Lead Quarterly Grab Zinc Quarterly Grab Mercury Quarterly Grab Total Culturable Viruses Quarterly Grab MS-2 Coliphage Quarterly Grab 4 Barnstable Horace Mann Charter School SE#: 1-576 Nitrate Nitrogen Weekly 24-Hour Composite Nitrite Nitrogen Weekly 24-Hour Composite Total Kjeldahl Nitrogen Weekly 24-Hour Composite (TKN) Ammonia Nitrogen Weekly 24-Hour Composite Total Nitrogen(NO2+ Weekly Calculated NO3+TKN) Volatile Organic 2X Annually Grab Compounds' 'USEPA Method#624 .2. The permittee shall monitor, record and report the quality of water in the six approved monitoring wells (GWMW# 8 upgradient, GWMW# 5, GWMW# 6, GWMW#4, GWMW# 3 and GWMW# 2 downgradient) as shown on a plan titled"Existing Site Plan, Marstons Mills Middle School,Barnstable, Massachusetts"dated August, 2003, submitted by Stearns&Wheler, LLC, according to the following schedule and other provisions: Parameter Frequency of Analysis Static Water Level Quarterly Specific Conductance Quarterly pH Quarterly Total Phosphorus Quarterly Orthophosphate Quarterly Total Nitrogen(NO2+NO3+TKN) Quarterly Nitrate-Nitrogen Quarterly Volatile Organic Compounds' 2X Annually 'USEPA Method#624 5 1 Barnstable Horace Mann Charter School SE#: 1-576 3. Any grab sample or composite sample required to be taken less frequently than daily shall be taken during the period of Monday through Friday inclusive. All composite samples shall be taken between 8:00 a.m. and 6:00 p.m.. The permittee shall submit all monitoring reports within 30 days of the last day of the reporting month. Reports shall be on an acceptable form,properly filled and signed and shall be sent to the Department of Environmental Protection, Southeast Regional Office,20 Riverside Drive,Lakeville,MA 02347,and to the Director of Watershed Permitting, Department of Environmental Protection, Watershed Permitting Group, One Winter Street, Boston,MA 02108,and to the Board of Health,P.O.Box 534,Hyannis,MA 02601. C. Supplemental Conditions 1. The permittee shall notify the Department at least thirty(30) days in advance of the proposed transfer of ownership of the treatment works for which this permit is written. Said notification shall include a written agreement between the existing and new permittees containing a specific date for transfer of permit, responsibility, coverage and liability between them. 2.. A staffing plan for the treatment works shall be submitted to the Department once every two years or whenever there are staffing changes. 3. The permittee shall contract to have any and all solids and sludges generated by the treatment works for which this permit is issued removed off site by a properly licensed waste hauler for disposal at an EPA/DEP approved facility. The name and license number of the hauler along with the quantity of wastes removed and the date(s) of removal shall be reported by the permittee in writing to the Department. D. Appeal Rights This Permit is an action of the Department. Any person aggrieved by this action may request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked within thirty(30)days of the Permit issuance date.Under 310 CMR 1.01(6)(b),the request must state clearly and concisely the facts,which are the grounds for the request, and the relief sought. The Hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100.00)must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston,MA 02211 The request will be dismissed if the filing fee is not paid,unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town(or municipal agency), county, or district of the Commonwealth of Massachusetts, or a 6 Barnstable Horace Mann Charter School SE#: 1-576 municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file,together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship II. GENERAL PERMIT CONDITIONS The following conditions apply to all permits: 1. No discharge authorized in the permit shall result in a violation of the Massachusetts Surface Water Quality Standards(314 CMR 4.00)or the Massachusetts Ground Water Quality Standards(314 CMR 6.00), or any amendments thereto. Upon promulgation of any amended standard,this permit may be revised or amended in accordance with such standard and 314 CMR 2.10 and 3.12 or 5.12. For purposes of determining compliance with ground water quality standards, a violation of the ground water quality standards, and the discharge permit,will be determined to occur when any parameter measured in any downgradient well exceeds the applicable criteria listed in 314 CMR 6.06. In those cases where it is shown that a measured parameter exceeds the applicable criteria listed in 314 CMR 6.06 at the upgradient monitoring well,a violation of the ground water quality standards and the discharge permit will be determined to occur when it is shown that a measured parameter in any downgradient well exceeds the level of that same measured parameter in the upgradient well for the same sampling period.A statistical procedure approved by the Department shall be used in determining when a measured parameter exceeds the allowable level. 2. Duty to comply. The permittee shall comply at all times with the terms and conditions of the permit, 314 CMR,M.G.L. c. 21, §§ 26 through 53 and all other applicable state and federal statutes and regulations. 3. Standards and prohibitions toxic pollutants. The permittee shall comply with effluent standards or prohibitions established under PL 92-500, § 307(a) for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. 4. Proper operation and maintenance. The permittee shall at all times properly operate and maintain all facilities and equipment installed or used to achieve compliance with the terms and conditions of the permit, and in accordance with 314 CMR 12.00. 5. Duty to halt or reduce activity.Upon reduction,loss,or failure of the treatment facility,the permittee shall,to the extent necessary to maintain compliance with its permit, control production or discharges or both until the facility is restored or an alternative method of treatment is provided. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of the permit. 6. Power Failure. In order to maintain compliance with the effluent limitations and prohibitions of this permit,the permittee shall either: a. provide an alternative power source sufficient to operate the wastewater control facilities;or 7 C Barnstable Horace Mann Charter School SE#: 1-576 b. halt,reduce or otherwise control production and/or all discharges upon the reduction, loss, or failure of the primary source of power to the wastewater control facilities. 7. Dug D1g to mitigate. The permittee shall take all reasonable steps to minimize or prevent any adverse impact on human health or the environment resulting from non-compliance with the permit. 8. Duty to provide information. The permittee shall furnish to the Department within a reasonable time any information which the Department may request to determine whether cause exists for modifying,revoking and reissuing, or terminating the permit,or to determine whether the permittee is complying with the terms and conditions of the permit. 9. Inspection and entry. The permittee shall allow the Department or its authorized representatives to: a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted,or where records required by the permit are kept; b. Have access to and copy, at reasonable times,any records that must be kept under the conditions of the permit; C. Inspect at reasonable times any facilities, equipment,practices, or operations regulated or required under the permit; and d. Sample or monitor at reasonable times for the purpose of determining compliance with the terms and conditions of the permit. 10. Monitoring. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored activity.Monitoring must be conducted according to test procedures approved under 40 CFR Part 136 unless other test procedures are specified in the permit. 11. Record keeping. The permittee shall retain records of all monitoring information including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation,copies of all reports required by the permit, and all records of all data used to complete the application for the permit, for a period of at least three years from the date of the sample,measurement,report or application. This period may be extended by request of the Department at any time. Records of monitoring information shall include: a. The date, exact place,and time of sampling or measurements; b. The individual(s)who performed the sampling or measurement; C. The date(s) analyses were performed; d. The individual(s)who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 12. Prohibition of bypassing. Except as provided in 314 CMR 5.19(13),bypassing is prohibited, and the Department may take enforcement action against a permittee for bypassing,unless the discharge is to a surface water and: a. The bypass was unavoidable to prevent loss of life,personal injury,or severe property damage; b. There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,retention of untreated wastes,or maintenance during normal periods of equipment downtime. This condition is not satisfied if the permittee 8 I Barnstable Horace Mann Charter School SE#: 1-576 could have installed adequate backup equipment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and C. The permittee submitted notice of the bypass to the Department: i. In the event of an anticipated bypass at least ten days in advance,if possible; or ii. In the event of an unanticipated bypass as soon as the permittee has knowledge of the bypass and no later than 24 hours after its first occurrence. 13. Bypass not exceeding limitations. The permittee may allow a bypass to occur which does not cause effluent limitations to be exceeded,but only if necessary for the performance of essential maintenance or to assure efficient operation of treatment facilities. 14. Permit actions. The permit may be modified, suspended,or revoked for cause. The filing of a request by the permittee for a permit modification,reissuance,or termination,or a notification of planned changes or anticipated non-compliance does not stay any permit condition. 15. Duty to reapply. If the permittee wishes to continue an activity regulated by the permit after the expiration date of the permit,the permittee must apply for and obtain a new permit. The permittee shall submit a new application at least 180 days before the expiration date of the existing permit,unless permission for a later date has been granted by the Department. 16. Property rights. The permit does not convey any property rights of any sort or any exclusive privilege. 17. Other laws. The issuance of a permit does not authorize any injury to persons or property or invasion of other private rights,nor does it relieve the permittee of its obligation to comply with any other applicable Federal, State, and local laws and regulations. 18. Oil and hazardous substance liability.Nothing in the permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities,or penalties to which the permittee is or may be subject under PL 92-500, § 311, and M.G.L. c. 21E. 19. Removed substances. Solids,sludges, filter backwash,or other pollutants removed in the course of treatment or control of wastewaters shall be disposed in a manner consistent with applicable Federal and State laws and regulations including,but not limited to,the Massachusetts Clean Waters Act,M.G.L. c. 21, §§ 26 through 53 and the Clean Water Act, P.L. 92-500, as amended by P.L. 95-217 and P.L. 95-576, 33 U.S.C. 1251 et seq,the Massachusetts Hazardous Waste Management Act,M.G.L. c. 21C, and the federal Resource Conservation and Recovery Act,42 U.S.C. § 6901, et seq.,310 CMR 19.00 and 30.000,and other applicable regulations. 20. Reporting requirements. a. Monitoring reports. Monitoring results shall be reported on a Discharge Monitoring Report(DMR)at the intervals specified elsewhere in the permit. If the permittee monitors any pollutant more frequently than required by the permit,the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR. b. Compliance schedules.Reports of compliance or non-compliance with,or any progress reports on, interim and final requirements contained in any compliance schedule of the permit shall be submitted no later than 14 days following each schedule date. 9 Barnstable Horace Mann Charter School SE#: 1-576 C. Planned changes. The permittee shall give notice to the Department as soon as possible of any planned physical alterations or additions to the permitted facility or activity which could significantly change the nature or increase the quantity of pollutants discharged.Unless and until the permit is modified,any new or increased discharge in excess of permit limits or not specifically authorized by the permit constitutes a violation. d. Anticipated non-compliance. The permittee shall give advance notice to the Department of any planned changes in the permitted facility or activity which may result in non-compliance with permit requirements. e. 24 hour reporting. The permittee shall report any non-compliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee becomes aware of the circumstances.A written submission shall also be provided within five days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the non-compliance,including exact dates and times, and if the non-compliance has not been corrected,the anticipated time it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the non-compliance. The following shall be included as information which must be reported within 24 hours: i. Any unanticipated bypass which exceeds any effluent limitation in the permit. ii. Violation of a maximum daily discharge limitation for any of the pollutants listed by the Department in the permit to be reported within 24 hours. f. Other non-compliance. The permittee shall report all instances of non-compliance not reported under 314 CMR 5.19(20)(a),(b),or(e)at the time monitoring reports are submitted. The reports shall contain the information listed in 314 CMR 5.19(20)(e). g. Toxics. All manufacturing,commercial,mining,or silvicultural dischargers must notify the Department as soon as they know or have reason to believe: i. That any activity has occurred or will occur which would result in the discharge of any toxic pollutant listed in 314 CMR 3.16 which is not limited in the permit,if that discharge will exceed the highest of the following notification levels: (1) 100 micrograms per liter(100 µg/1); (2) 200 micrograms per liter(200 µg/1)for acrolein and acrylonitrile; 500 micrograms per liter(500 µg/1)for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter(1 mg/1)for antimony; (3) Five times the maximum concentration value reported for that pollutant in the pen-nit application;or ii. That they have begun or expect to begin to use or manufacture as an intermediate or final product or byproduct any toxic pollutant which was not reported in the permit application. 10 I Barnstable Horace Mann Charter School SE#: 1-576 h. Indirect dischargers. All Publicly Owned Treatment Works shall provide adequate notice to the Department of the following: i. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to PL 92-500, § 301 or 306 if it were directly discharging those pollutants; and ii. Any substantial change in the volume or character of pollutants being introduced into the POTW by a source introducing pollutants into the POTW at the time of issuance of the permit. iii. For purposes of 314 CMR 5.19, adequate notice shall include information on the quality and quantity of effluent introduced into the POTW, and any anticipated impact of the change on the quantity or quality of effluent to be discharged from the POTW. i. Information. Where the permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Department,it shall promptly submit such facts or information. 21. Signatoryrequirement. All applications,reports,or information submitted to the Department shall be signed and certified in accordance with 314 CMR 3.14 and 5.14. 22. Severability. The provisions of the permit are severable, and if any provision of the permit, or the application of any provision of the permit to any circumstance,is held invalid,the application of such provision to other circumstances, and the remainder of the permit, shall not be affected thereby. 23. Reopener clause. The Department reserves the right to make appropriate revisions to the permit in order to establish any appropriate effluent limitations, schedules of compliance,or other provisions which may be authorized under the Massachusetts Clean Waters Act, M.G.L. c. 21, §§ 26 through 53 or the Clean Water Act,P.L. 92-500, as amended by P.L. 95-217 and P.L. 95-576, 33 U.S.C. 1251 et seq in order to bring all discharges into compliance with said statutes. 24. Approval of plans and specifications for treatment works. All discharges and associated treatment works authorized herein shall be consistent with the terms and conditions of this permit and the approved plans and specifications. Any modification to the approved treatment works shall require written approval of the Department. 25. Transfer of Permits. a. RCRA facilities. Any permit which authorizes the operation of a RCRA facility which is subject to the requirements of 314 CMR 8.07 shall be valid only for the person to whom it is issued and may not be transferred. b. Transfers by modification. Except as provided in 314 CMR 5.19(24)(a)and(c),a permit may be transferred by the permittee to a new owner or operator only if the permit has been modified or revoked and reissued or a minor modification made to identify the new permittee. C. Automatic transfers. As an alternative to transfers under 314 CMR 5.19(24)(b), any permit may be automatically transferred to a new permittee if: i. The current permittee notifies the Department at least 30 days in advance of the proposed transfer date in 314 CMR 5.19(2); 11 I Barnstable Horace Mann Charter School SE#; 1-576 ii. The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibility, coverage,and liability between them; and iii. The Department does not notify the existing permittee and the proposed new permittee of the Department's intent to modify or revoke and reissue the permit. A modification under 314 CMR 5.19(24)(c)may also be a minor modification. If this notice is not received,the transfer is effective on the date specified in the agreement mentioned in 314 CMR 5.19(24)(c)2. 26. Permit Fees. Any permittee,other than a public entity,required to obtain a surface water or ground water discharge permit pursuant to M.G.L. c. 21, § 43 and 314 CMR 3.00 and 5.00, shall be required annually to obtain an inspection certificate from the Department,and submit the information and fee associated therewith in accordance with 314 CMR 2.12. Marstons Mills Middle School.doc 12 f GROUNDWATER ANALYTICAL EPA Method 624 Volatile Organics by GC/MS Field ID: Well #2D Laboratory ID: 35852-16 Project: Barnstable Middle School QC Batch ID: VM1-1857-W Client: AquaSource Operations Sampled: 09-08-00 Container: 40 mL VOA Vial Received: 09-08-00 Preservation: HCl/Cool Analyzed: 09-14-00 Matrix: Aqueous Dilution Factor: 1 Page: 1 of 2 .E. CAS Number. Analyte Concentration Units Reporting'Limit 74-87-3 Chloromethane _ BRL_ _ ug/L 10 75-01-4 Vinyl Chloride _ BRL ug/L 10 74-83-9 Bromomethane BRL ug/L 10 75-00-3 Chloroethane BRL ug/L 10 107-024 Acrolein' BRL ug/L 100 75-35-4 1,1-Dichlo_roethene --- - BRL ug/L 5 67-64-1 Acetone - -__ -BRL ug/L 50 75-15-0 LCarbon Disulfide° --BRL ug/L 50 75-09-2 Methylene Chloride BRL ug/L _ 5 107-13-1 ! Acrylonitrilet BRL ug/L 100 56-60-5 trans-1,2-Dichloroethene _ _BRL _ _ _ ug/L 5 75-34-3 1,1_Dichloroethane- - BRL _- _ ug/L— 5 156-59-2 cis-1,2-Dic_hloroeth_ene° I _ _BRL ug/L _ 5 78.93-3 2-Butanone (MEK)° _ BRL - ug/L 50 67-66-3 Chloroform BRL_ ug/L 5 71-55-6 _11,1,1-Trichloroeth_ane BRL ug/L 5 56-23-5 Carbon Tetrachloride _BRL ug/L 5 7143-2 Benzene BRL ug/L 5 107-06-2 _1,2-Dichloroethane _ BRL ug/L 5 79-01-6 Trichloroethene _ BR_L _ ug/L 5 78-87-5 1,2-D_ichloropropane BRL ug/L 5 75-27-4 Bromodichloromethane BRL ug/L 5 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/L 50 10061-01-5 i cis-1,3-Dichloropropene _ BRL _ _ ug/L 5_ 108-10-1 L4-Methyl-2-Pen_t_anone (MIBK)° BRL ug/L 50 108-88-3 Toluene _ BRL ug/L 5 10061-02-6 1 trans_1,3-Dichloropropene BRL ug/L 5 �� 79-00-5 _ 1,1,2-Trichloroethane BRL ug/L 5 127- 81� -4 I Tetrachloroethene BRL ug/L 5 591-78-6 2-Hexanone° BRL ug/L 50 124-48-1 Dibromochloromethane BRL ug/L 5 108-90-7 j Chlorobenzene BRL ug/L 5 100-414 Ethylbenzene - BRL ug/L 5 108-38-3/106-42-3 meta-Xylene and para-Xylene° BRL ug/L 5 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 624 (Continued) Volatile Organics by GC/MS Field ID: Well #2D Laboratory ID: 35852-16 Project: Barnstable Middle School QC Batch ID: VM1-1857-W Client: AquaSource Operations Sampled: 09-08-00 Container: 40 mL VOA Vial Received: 09-08-00 Preservation: HCI/Cool Analyzed: 09-14-00 Matrix: Aqueous Dilution Factor: 1 Page: 2 of 2 77, CAS Number _ Analyte Concentration units= Reporting Limit 95-47-6 ortho-Xylene° BRL -- ug/L 5 11 00-42-5 --LStyrene° --_ -- _ BRL_ ug/L 5 75-25-2 i Bromof_orm _ BRL ug/L 5 79-34-5 1,1,2,2-Tetrac_hloroethane BRL ug/L 5 QC Surro ate Com otands Recover g p _ _ y QC Limits Dibromofluoromethane 99 % _ 86- 118 % Toluene-d8 _ ' ----99-%_—_—_ -- -_--- 88- 110 % 4-Bromofluorobenzene_ - _ 95 % 86- 115 % —11 Method Reference: Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater,40 C.F.R. 136, Appendix A(1986). Additional analytes as specified by the Target Compound List(TCL)of the US EPA Contract Laboratory Program. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. 0 Indicates additional target analyte. t Indicates analyte has poor purging efficiency. This is not preferred method of analysis. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 624 Volatile Organics by GC/MS Field ID: Well #313 Laboratory ID: 35852-18 Project: Barnstable Middle School QC Batch ID: VM1-1857-W Client: AquaSource Operations Sampled: 09-08-00 Container: 40 mL VOA Vial Received: 09-08-00 Preservation: HCI /Cool Analyzed: 09-14-00 Matrix: Aqueous Dilution Factor: 1 Page: 1 of 2 CAS Number` Analyte COncentidtibn ` �'�.,*. � UnItS F Reporting limif 74-87-3 Chloromethane_ _ BRL ug/L 10 75-01-4 I Vinyl Chloride _ BRL ug/L 10 74-83-9 Bromomethane BRL ug/L 10 75-00-3 Chloroethane BRL ug/L 10 107-02-8 Acrolein' BRL ug/L 100 75-35-4 1,1-Dichloroethene BRL ug/L 5 67-64-1 Acetone BRL ug/L 50 75-15-0 Carbon Disulfide BRL ug/L 50 75-09-2 Methylene Chloride BRL ug/L 5 107-13-1 Acrylonitrile' _ BRL ug/L 100 156-60-5 trans-1,2-Dichioroethene BRL ug/L 5 75-34-3 1,1-Dichloroethane BRL ug/L 5 156-59-2 cis-1,2-Dichloroethene° BRL ug/L 5 78-93-3 _2-Butanone (MEK)° _ BRL ug/L 50 67-66-3 Chloroform BRL ug/L 5 71-55-6 ��ljrbl-Trichloroethane BRL ug/L 5 56-23-5 on Tetrachloride BRL ug/L 5 71-43-2 Benzene _ BRL ug/L 5 107-06-2 1,2-Dichloroethane BRL ug/L 5 79-01-6 Trichloroethene BRL ug/L 5 78-87-5 1,2-Dichloropropane BRL ug/L 5 75-274 Bromodichloromethane BRL ug/L 5 110-75-8 2-Chloroethyl Vinyl Ether BRL ug/L 50 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 5 108-10-1 L4-Methyl-2-Pentanone(MIBK)° BRL ug/L 50 108-88-3 Toluene BRL ug/L 5 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 5 79-00-5 1,1,2-Trichloroethane BRL ug/L 5 127-18-4 Tetrachloroethene BRL ug/L 5 591-78-6 2-Hexanone° BRL ug/L 50 124-48-1 Dibromochloromethane BRL ug/L 5 108-90-7 Chlorobenzene BRL ug/L 5 10041-4 Ethylbenzene BRL ug/L 5 108-38-3/106-42-3 Meta-Xylene and para-Xylene° BRL ug/L 5 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 - i GROUNDWATER ANALYTICAL EPA Method 624 Volatile Organics by GC/MS Field ID: Well #5D Laboratory ID: 35852-17 Project: Barnstable Middle School QC Batch ID: VM1-1857-W Client: AquaSource Operations Sampled: 09-08-00 Container: 40 mL VOA Vial Received: 09-08-00 Preservation: HCI/Cool Analyzed: 09-14-00 Matrix: Aqueous Dilution Factor: 1 Page: 1 of 2 CAS Number Analyte,, ,Concentration >,;Units `'Reporting Limit j 74-87-3 Chloromethane fBRL ug/L 10 75-014 Vinyl Chloride _ BRL ug/L 10 74-83-9 Bromomethane _ BRL _ ug/L 10 75-00-3 Chloroethane _BRL ug/L 10 107-02-8 Acroleint BRL ug/L 100 �75-35A 1,1-Dichloroethene _ BRL ug/L 5 67-64-1 Acetone _ _ BRL ug/L _ 50 75-155--0 —� Carbon Disulfide _BRL _ -� ug/L- 50 75-09-2 Methylene Chloride _ BRL ug/L 5 107-13-1 Acrylonitrilet _ _ _BRL __ ug/L 100 156-60.5 I trans-1 2-Dichloroethene _ _ _ BRL _ ug/L 5 7� 5-34-3 1,1-Dichloroethane _ BRL ug/L 5 15( 6-59-2 _ cis-1,2-D_i_chloroethene0 _ _B_RL _ _ ug/L 5 78-93-3 _ 2 Butanone NEW _ _ BRL_ I ug/L 50 67-66-3 _ Chloroform BRL _ ug/L _ 5 71-55-6 11,1,1-Trichloroethane BRL ug/L _ 5 56-23-5 Carbon Tetrachloride _ _BRL ug/L 5 71A3-2 Benzene BRL ug/L 5 107-06-2 1,2-Dichloroethane BRL ug/L 5 79-01-6 Trichloroethene BRL _ ug/L 5 78-87-5 1,2-Dichloropropane _ BRL ug/L 5 75-27-4 Bromodichloromethane BRL ug/L 5 110-75-8 2-Chloroethyl Vinyl Ether BRL _ ug/L 50 10061-01-5 cis-1,3DDichloropropene _ _ _ _BRL ug/L 5 108-10-1 44-Methyl-2-Pentanone (MIBK)° _BRL ug/L 50 108-88-3 Toluene BRL ug/L 5 10061-02--6 trans1,3-Dichloropropene _ BRL ug/L 5 79-00-5 1,1,2-Trichloroethane I —_BRL ug/L 5 127-18-4 Tetrachloroethene _ BRL ug/L 5 591-78-6 2-Hexanone° BRL ug/L 50 124-48-1 Dibromochloromethane BRL ug/L 5 108-90-7 Chlorobenzene BRL ug/L 5 10041A Ethylbenzene _ BRL ug/L 5 108-38-3/106-42-3 I meta-Xylene and para-Xylene0 BRL ug/L 5 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 624 (Continued) Volatile Organics by GC/MS Field ID: Well #5D Laboratory ID: 35852-17 Project: Barnstable Middle School QC Batch ID: VM1-1857-W Client: AquaSource Operations Sampled: 09-08-00 Container: 40 mL VOA Vial Received: 09-08-00 Preservation: HCI/Cool Analyzed: 09-14-00 Matrix: Aqueous Dilution Factor: 1 Page: 2 of 2 -CAS Number Analyte ->. Concentration":' , �~s Units ' Reporting Limit 95-47-6 _� ortho-Xylene 0 BRL ug/L 5 100-42-5 Styrene° _ BRL ug/L 5 75-25-2 Bromoform BRL ug/L 5 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 1 5 QC Surrogate Compounds ` Recovery' Dibro_mofluoromethane 96 % 86- 118 % Toluene-d8 --- — 101 % 88- 110 % 4-Bromofluorobenzene 93 % _ 86- 115 % Method Reference: Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater,40 C.F.R. 136, Appendix A(1986). Additional analytes as specified by the Target Compound List(TCL)of the US EPA Contract Laboratory Program. Report Notations: BRL Indicates concentration, if any, is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. 0 Indicates additional target analyte. t Indicates analyte has poor purging efficiency. This is not preferred method of analysis. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 •r GROUNDWATER ANALYTICAL Microbiology Field ID: Well#2C Lab ID: 35852-11 Project: Barnstable Middle School Sampled: 09-08-00 Client: AquaSource Operations Received: 09-08-00 Container: 120mL Sterile Plastic Analyzed: 09-08-00 Preservation: Cool Analyte 'Result' %Units` �QC,Batch p 'Method Coliform, Fecal <10 Colonies/100mL FC-0337-W SM 9222 D % Method References: Standard Methods for the Examination of Water and Wastewater,APHA,Eighteenth Edition(1992). Groundwater Analytical, Inc., P.O._Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Microbiology Field ID: Well#3C Lab ID: 35852-12 Project: Barnstable Middle School Sampled: 09-08-00 Client: AquaSource Operations Received: 09-08-00 Container: 120mL Sterile Plastic Analyzed: 09-08-00 Preservation: Cool Analyte Result '.Units QC.Batch* ` Method ! Coliform, Fecal <10 Colonies/100mL FC-0337-W SM 9222 D Method References: Standard Methods for the Examination of Water and Wastewater,APHA,Eighteenth Edition(1992). Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Well#813&#8A Matrix: Aqueous Project: Barnstable Middle School Sampled: 09-08-00 Client: AquaSource Operations Received: 09-08-00 Lab ID: 35842-05 Container: 250 mL Plastic Preservation: Cool Reporting " Analyte Result Units" Analyzed ;QC Batch Method. Limit Nitrate(as Nitrogen) 2.3 I mg/L 0.02 09-08-00 NI-0902-W EPA 353.2 Lab ID: 35842-10 Container: 250 mL Plastic Preservation: H2SO4/Cool Reporting Analyte Result Units Anal zed C Batch' Method . Limit Ammonia(as Nitrogen) BRL mg/L 0.2 09-13-00 AM-0552-W EPA 350.1 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA, Eighteenth Edition(1992). Report Notations: BRL Indicates result, if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r GROUNDWATER ANALYTICAL Microbiology Field ID: Well#5C Lab ID: 35852-13 Project: Barnstable Middle School Sampled: 09-08-00 Client: AquaSource Operations Received: 09-08-00 Container: 120mL Sterile Plastic Analyzed: 09-08-00 Preservation: Cool Analyte Result. UnitsQC Batch ,R, Method Coliform, Fecal <10 Colonies/t00m1 FC-0337-W SM 9222 D Method References: Standard Methods for the Examination of Water and Wastewater,APHA,Eighteenth Edition(1992). Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL P f Microbiology ,,.,-'Field ID: Well#6C Lab ID: 35852-14 ;Project: Barnstable Middle School Sampled: 09-08-00 Client: AquaSource Operations Received: 09-08-00 Container: 120mL Sterile Plastic Analyzed: 09-08-00 Preservation: Cool Analyte:- ResultUnits'^ F „�;QC�Batch .-'Method ti' Coliform, Fecal _ <10_�Colonies/100mL _ FC-0337-W SM 9222 D Method References: Standard Methods for the Examination of Water and Wastewater,APHA,Eighteenth Edition(1992). Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Microbiology Field ID: Well#8C Lab ID: 35852-15 Project: Barnstable Middle School Sampled: 09-08-00 Client: AquaSource Operations Received: 09-08-00 Container: 120mL Sterile Plastic Analyzed: 09-08-00 Preservation: Cool Analyte Result Urnts QC Batch: Method Coliform, Fecal <10 Colonies/100ml- 1 FC-0337-W SM 9222 D Method References: Standard Methods for the Examination of Water and Wastewater,APHA,Eighteenth Edition(1992). Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02.532 Weston A Sampson Five Centennial Drive Peabody,Massachusetts 01960 7985 S E R V I C_ E S , 1 N C Tel:(508)532-1900 Fax;(508)977-0100 ' vv o� Operation&Maintenance Professionals m Town of Barnstable Health Department Attn: Mr. Edward F. Burry 367 Main Street Hyannis, MA., 02601 February 8, 1996 Dear Mr. Barry ; Enclosed is a copy of the sampling schedule at the,B,arnstable Middle School Treatment Plant and monitoring wells for 1996. If I can be of further assistance, please do not hesitate to contact me. S')ncerely yours, Weston& Sampson Services ; David A. Simmons ^"*,f'r '{'4 * �.� r t,�C• `1R r ' F ,a r X s,Z; kg` �.� 4- ''+" •,v. fr .R f" V, ,.,+ # a,. 3 �'} , 4 4`� t ^�, a �J a 4. s r r , _ i:a ,t ,. tr�, , , - 1 _" e., 4'� _'�`: r;tn ,-, y .t r3,n t K "' i t a 5 5 + 4 J ` . "t ,, � fi" + tr.�...F, s ,-,t � t.tt ", r"..} . , �I .-, . a `' `$"i. n Z ,t v- r _ C 3 , l l ,,F. : x,r i R -i z.,- a f t r n Q j r ';a+. a t r'rr r , +to <.)4 4 p� ^ir .s r "d' -' ->'r A4.+< i ',,^P t x t"t'' ," t a,7a,S., ;t 7 1 h '/ t r 70 !. , ,. h E{]/'4 * 4 ,e i�" Y1 rs Q,v f. r .4 .r s vr.. tt.t.S 'r4 ', .. �.+.,.+r r>t s ;�''P t x„ .," 1 y_ „�J 1i. ,x.,t �' •• r l,r a}! „*r. .ix s ,'4 yR eaJ'kt :.h x"`r,,.0 4 1 ,,r a x "'r. 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", ,F } l T,q- " •Y' f',l'.a h * k r r mt � , '� t, Ck . ; F a S - 'k n.. ^; '�' ;Z- ' c,R > , L�JR .n�'` k'F ,'� N .,J :. —A.,',, , '` f t _ ar[ ;,t'i+, " ems, ram, t •, K, ` ` y '!+ t t,s,5 fit, ss $:�� 'r * qr ,'t ti� lye , yt,"A"lF��t ti `�lI . #u + � tGt r+ `,I RI 4z 1t ;sY r t-,, J } �+ c .'wr F ¢1 5% 1 ,04, ;T L� " � , -- eh s, t �• F r ' r: 'r 5 ••` , k 2 , - - ;t ''r F fex }x'•,t 1 it <�� n" IX+t:,J. +' + 7 .'.. s `..f :R••. R r'f r"r'A 4 4-I..t a'd , ; .';: t "�'a ,j . _ ;.�!�'�,`s*.a f-t r+ .,f. if v �� h 'r, -.,.]p. t : } 3 t. ,r- ' . '» 'i`. a s ti 'S' :i'r h d'.«." ti" t, .� ,r - _ .1 I ..., f�c ,r, tt,n ?", , ''""'^. " F Y nrC s. +, �, DrY`Edward Tynan *7 r ,y,r ,,* {, . ' . , a 'i . r ✓, a:.. aC i, :;� { ``Y9 ` Y U �' ,te► ,9 � 7t r i•. ,iw `'� , a Superintendenttof Schools �. ;�, j 4 '• a r ,`trig , -, 'S _ * r i .ix,tr Administ ation�>Builcl ng+ y t' �'-,�FS '� 'bi^ yA °`�`,~tz' a� ; d <' a « , - O' -ck 3 a j Y ". N" . j 1 .. t ,y'W�I`f I Y y I ? 1 .R L - t :. °; '` Hyannis,:iMA.•02b01, ,. , i`',", i, ,1 , it �5 V , , `- X s .a `�., _G«" y ,,, �d j" lb ,r'�, r .Z' ',w�s t ,/' i �, .+r g ,�• .j •y t r t.,.y r 9 �G rxj i.tf va 3 tii �. �s.? , i.' r7 a k"tR.,.N.t3, .' z,t,a r.t '"'- r w.' ' ,lt'}.ii ex" ,q s xt 3 , ; r •x_ to`s r _ DearDr ='Tynan: al , x ' --�' " J r` ,£ t at ♦ ! r{'a_A+ ur`t b f ,f r`Y�°f 6 ,� �t� yt +2- 4 r I 7` a �< N ' ?1 Ati t . a 'r,T t r f o 0 npy, r t: a 'r t * . t ,t k".a y .c.J -pr y..,, ry rr.3..t a � :re 1, a;-.: Jai r., a i$` ',. '.,i. '�t�r J+.. ! - tr G.` . ,f +C, '-R +ti.F >'^_ ,t'* a 51 a ,,7 f ' . t 1;}y � 4 ,* ,r „i, =The, ro osed t35 a for a new �' �� < y p p- acre si. , school °in hiarstons :Mills,'rAssessor sty'' * `° s " ,.. fi ,'biaps'No. 246aiid 247 Parcel No. 1�4;�vith,;a`capacity ofA 450 studer�t's;*appears?i `, ''.tt" ; ..t � to'-beradequate from both a healtY ,iand'groundswatei protection�viewpoint iri '+M ,--, 4 St.. '� t n?.`' -' - .,, �,"." r .rF�+. ' a "R.N - r F, :t t'' .f .r -e t--.. . ,, C s _'.8 �t" ".t i.Y r "f „ r ,1 'pr 1 d &e ; } rr`}` �+�, x rt 1 - d. ' �F'; vt • ,'.? • r+ 1. t .tt It* :+ ,� ; Only a 'smallrinsignificant"portion of, the situ is in tl e.'Zone`,of Cont�ribntion`}�;� ,xt°`` ' �' x 5 , No 6 on thet'SBA�Z a t,. , � + R „ * a r one of C�2ontribution l�iap'"to Public Supply Wells :;' a �r k, � ''" ,`^,• r`c.. ��. .,,,., a Y.=x "'rst -.A S R�: t.� 2` '�'` ,,a ,1 4��p•.�-ii' �('' "�. v, `:"t x '-'�;t X ._.I." �� 1 y ','dye aS s, t .. "+ .:R t Ay +s 't''4't F 5 s ?" ',aY :�}q$'�." `?f;'6� r,{, mom• + ";,,'F.r 'r •„+ f; n r }t - 4 6•'� ry ee�. yi' „.. GV A,, 1fi=;hj, 7There isr`no historical data or= physicale�idence,'that `th f' _..' `� °` x e site was used for: . �' y II ' , `I ry.k wttie disposal of hazardous or toxic inate`rials s', , `` E"p`sue =r {i '�► i - 'i' *i •: • ^ , _ i ,s.. S r* � i • T .' l.. J 5 - [ n ,- . -e,, "1 : c J_'. a § �r -53 �,y.t r , .'a" FF � ( e' .t a• r ,n,... i.la'; ` .n � t ". -& •. i r ., 5 a., N'.it A R t f'4 ,[.'' ? l 4 *,a ,•x ,. :,� s ,;. "�- ' s , •`f r a 1 a ,, t. Y t w 'r.. , s• }S a. L•.. 1„ - ,f' �, r. 'r _..KR* fS, ♦ -,' t s 4 1'' N i.3•F i. -3t #y.st 1�.. , :R ;,-+-i. �t f. .� -t' kir :+.L' t. . yr,: ,,; �� } The„gallonsi per-P acre:of sewage generated;world be 257�gallons^per%acre', per "„ its ti. 1 r. P ;, dray welly under the HQard;af Hea�ltli groundwater protection Ye'gulation limiting."s,� ,Ix�1 Yt r $. ,r4 r;'f ,seviage in vitas zones-of,contributiontito 330,gallons,-per day, pe acre T rM " , •.. . he % t , ' .� major concern' regarding-.they site�is its`close' proximityir to,,the=iTown' solid *: t '" `t'C^ `rlvF```v ; ; l+ Swasce disposal�'facilfty, howevertt Chereshotilda be Tittle;odoor' from.the: Town+�f ,; �'; �� Y �_' C ,,, - . .` 'D sposalk Area,1f that facility is� operated - ipe ly ' The operation of the ` ` " '-# y� •y ll e II str, r.r� , & S.o,t .yi`xA r:.y ,�, } rr a�.t , t •. .,1 • „.', * r ' - h AV `,�Q� ^v- I . , Disposal,Ar, _�s-, uld�not ,create objectionai _noise tlevets`44,;o ,;create-Any,air. ,. i �'j 'r _.zc ': t, r• r ', a V Y,t. .4 -,� a c, ,.:,� + `'= t "'k (,— ,� .4 'nwt,poilUtion, , A ,, s m , rl, r e t �'Z:Y4 R... , " ti' 1 t -.R tia '.v.. e .H ,..,t + ,. ''a t ti,' �+ '�{r..,A- k ,.'r'4S r w ,.q,ae t�✓ it tw "` k„ a Y al r �� $l _si •, t_ ''+ 1 ♦ ', aR- +% & + ~t 1%., '.b ;.-�Y S tp " a r,.'y.;` g .vet 1. �• u4'.1 �:;'i - d .3 r t C ° t�.&. ti ` 1 •.'L '� .., 1 :. r rt; :;; t b,.a t t,p w.. ..t.,a r .'i r :`t'=ot X , 4,,, '`y: ' - .�N,^ r The Town Disposal Area,will be operated,=as a transfer,statlon in..the,future ='rz�;; , - ;. - ,, 4 which'should `ininimizel some 'concerns t :Rubbish: and',-garbage wills no't�be<;* X''tk;,` , ` '` "•Wex osed•"'nd"buried on the present landfill.`site ' tI would anticipate -`ho'wever, " Rom' J, -';'' It t P a gt 4'; - °', ' that- some-.bulky"items not {accepted ,by.-SEA -I,4ASS'lwould`;continue to be- ra =µ� r`k ly.Nl *� V r. T .Nf fi '' ,,.,. i1. a >v- , - , s', r r= ,-. , - :< laridf illed:, The disposal of sludge,from thee'Sewer Plant,at'the .iiisposai ""site x a 'rj -' yfi €;,'- x `, could-.present some odor problems if the"sludge is;not:processed and disposed r . , ' r ii'.?of,,'properly.', 'We.have hadi just fiable`coil plaints` of odors from tt e' dis osal � 1`F ' ., r a area during the shot,summe"r�months Jin past `years;rhowever; we have nov4had,-, ,. `;t r, the��rse complaints for�over a`year h 4, •,,x .4 4^ " J' 1 Y -i,'4 ' z t.. ��, 'i ,., � yI m# 1, -a Z. iV �-4 ? ;! ~rt {,•F � t'•4.; et�.'. +. Q rj s"'@' Ct}{ , N.. ;r+,C, "+ .� < .ra ''I Va q-t•5' «.. „ti ,r .s., fi Y, "'t, :'7s.{+ a .) t, ¢ r., v ` .` . .:{' , 5 � > b, 3 ,t , a. r r t 1 1 .c. v (,A .r r y R4 R ,,tl}c ( a' 3'z�'. t` f s ..a t . t r - f'- : _ t o Y 0 W d y; ro `. st t + 5;' �} 4 t, . h `V -., 'a- aC 3.R ••sk ','...a, '+ a..: s ,.-. r4 ` '` d ,� �t •f r � (2G5,W'Fin{ , ,r ,41ir"r. Y: r4,r .r `*, ' _'SS'ya'. 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Y ,� '.✓ S •.r x a< f s<7� U t 1�.5 `�, „ " / moo*TWyIr? 6 BAINSTABL 9 00 It 6�es9 367 Main Sired, .JJyunnie, ///aM. 02601 Comments on Selected Parcels for New School Parcel #1: - Cape Cod Farm Stables Corner of Ost./W. B. Road and Race Lane Acres - 13.85 3 Buildings on site Purchased for visual quality Located within Zone of Contribution Parcel #2: - Arnold Parcel Acres - 37.5 No Buildinos on site Located within Zone of Contribution Waterfront Access - 2110 ft. Environmentally sensitive Subject of Eminent Domain taking Parcel #3: - Tax Title Parcel Acres - l 33 Frontaige :gin Santuit-Newtown Road Borders Town of Sandwich Note: Parcel #3 was recently subdivided by Greenbrier Corp. - already 3 buildinq permits pulled. Parce l ft Otis/Atwood Route 149 Acres - 110. Parcel #5: - Conservation Land Acres - 1.47 Might be used for access into Conservation Lang! Parcel #6: - School Land Acres - 35.25 Taken in 1973 for School purposes Has power line easement Potential health concerns re: location to landfill Parcel #7: - Danforth Deed restrictions allows for only golf course or open space use. TOWN OF BARNSTABLE. MASSAtHUSETTS / AS39SIOSIS "PS • `� _ yr_ �. • • ®I M � � � ice• t •.V.1 � Iv M' �• ■.Nr I •/ b � a , • yti w W 41 CAPE COD FARM STABLES ` �''• .+ ■ • c a O d 0. P • � y+ ." RI O l Y•. 'f..f/I ya.\M a.M•s. N• •N +4p •.,•I Iw ii•a .tin+ :i•• to C• 0 ••• j ,' 41+�, t1 /•.•.......� •••Y toss 0644 •• 1t JIy 7• 11 ® C«•a fti� �. , ♦•IY aNr ••• ww• . so .• • :C \••a .. "env •e•.a M ' •, • •OOe• �O %. •4 \••r •■•.•• W oil t {.,•�If U•r cso .7 as +a k .• I M 0 � •.w� +, •a r is /7•Iu.I■ •w.a ,u• Q O d ♦ ouavc. . wl �i e •.«•w •`•�.. .•. ftam .ld % /■a7•llt•WIOa■ Tlla a111aL7<!I• , 4NK w•••••• c•U P.W d p J i.■■•ru.a soa■■s•tassoss 26 AVIS MRYAP W. I y ...... Pya•LMM ftt t(■\■i11� I LL4d+N�___�l�"•a i � r •��r..►-rr / I• � r • r y � � r ` �' • r �• ! r r y y or • ti f � s' S O :rC • i► t v ~ r • a • i- t •rLN lop, z de it V •� _ M M _ Y � y ti _ X. .31 r � � •r i • s. C '♦ r •� r r � �f + py a3a0Ka o / 5e / t A O / y-5 i I � G) ho 1 � o ne �2'3d[•. q o •, e 6 .y zz) ,3j a �.�•.ti O s °qy G wl I m 1-IL 0 ` p O _ i .e. I ; i � 6 S � •, Asa • 1.1 1 ',. 12 to4o ••� 1 w9los 0o DOM00\ h ,e^` a><i 1•. lee s o�.• 14 ,►D s I.OB 1C O .M•C f= F;. O ll 14 SQ i0: ' �ZtNCS i-,RTICL t , oriS- AT WOOD j H a3 I PROPERTY i ar AL 6 ft - Z1 10 �. f, r4 06r" W.eAck4mm Ro�►D 1 Locus /yAP r �oov i y . i ILL Its O o Iat p � ♦►fir ® .el.c �v � Ill lu l /• IF J+ It• y �. 11° .tar �+ 4° y � !p j .vr. ( � I `' 0 f ety 0 r y 4-11 Tod jp Nap- o L • N I u ,: � 'Otro • rai. t rat IaI I)7 ® .si.a p� � •uK .st•. .•aK ae sl a� \ I .aGee .� ISL .S7K Sa ,fo u.a so I / CD IN Iaa ° ,r dIC f• .N.c a yre t De stet >s as o � JI a•< t ,115A.. • .iAK f• ✓ 0 J• .AM •lea a. •. Al A• S .•aA°Q e ® I%, / C lal ® Sfs •0 M A• N W 7• I• a• I°1 f .dGa• I/ ••a•• •pat J• O !� f1 Mi•• si • ® e.al•I• ��• Y3 ® .SeK 67 .11..• As^•41 1>•0 I •....It i •, Jo ,� a ,e •p i Is C•ae JJ 7• •� I• • ° ° AG` • ® Y J •I �J y � .JI A• •t� � I e•d : 7• • RE1L 8Y dY/f /970 i '•J� - e• ie As n A• M _mat—bi, ORIGINAL ISSUE: /968 . \ � � �aT „ •a.STep�la aa5 .ta +.a,µ a• ~t. eCAU I.907 wN•it A•aa-al oB ti _ y5 �z 47 / y 48 63 ' l � r�lbf160 i•�7 \ �!f YIsu \ t CAN I � ` � —— W \ I rA N \ I y 2 C t 61.. f 6f J fy O i O4. r�> (-1 O � i 1 9 C �•s. J M M i J All �. r is i � Y I a tJ Y I o, � o Jar••Y c • I , TOWN OF BARNS I ABLE Of T M E 10 r G OFFICE OF i BAfl7lT1BL SG1CCii-,-i'S c:. C0 M At& BOARD OF HEALTH °o f6S9• �� 367 MAIN STREET HYANNIS, MASS. 02601 DEC 12 1985 December 12, 1985 Dr. Edward Tynan Superintentl.ent of Schools Administration Building Hyannis, MA. 02601 Dear Dr. Tynan: The proposed 35 acre site for a new school in Marstons Mills, Assessor's Maps No. 246 and 247, Parcel No. 14, with a capacity of 450 students, appears to be adequate from both a health and ground water.protection viewpoint. Only a small insignificant portion of the site is in the Zone of Contribution No. 6, on the SEA Zone of Contribution Map to Public Supply Wells. There is no historical data or physical evidence that the site was used for the disposal of hazardous or toxic materials. The gallons per acre of sewage generated would be 257 gallons per acre, per day, well under the Board of Health groundwater protection regulation limiting sewage in vital zones of contribution to 330 gallons, per day, per acre. The 'major concern regarding the site is its close proximity to the Town's solid waste disposal facility; however, there should be little odor from the Town Disposal Area if that facility is operated properly. The operation of the Disposal Area should not create objectional noise levels or create any air pollution. The Town Disposal Area will be operated as a transfer station in the future which should minimize some concerns. Rubbish and garbage will not be exposed and buried on the present landfill site. I would anticipate, however, that some bulky items not accepted by SEA MASS would continue to be landfilled. The disposal of sludge from the Sewer Plant at the disposal site could present some odor problems if the sludge is not processed and disposed of properly. We have had justifiable complaints -of odor from the disposal area during the hot summer months in past years; however, we have not had these complaints for over a year. Dr. Edward Tynan December 12, 1985 Page 2 It is difficult to give an unqualified approval in regards to odor without knowing exactly what the Department of Public Works intends to do at the Disposal Area in future years; however, it would appear that this site merits serious consideration by appropriate Town officials. Please contact me if I can be of further assistance. Very truly yours, jihn M. Kelly ector of Public lth JMK/mm cc: Board of Selectmen J i THE �O .6S9. YaY ksann�, ✓>��.ro� uo 02601 COMMISSIONERS: (617) 775-1 120 Erf. 123 KEVIN O'NEIL,. CHAIRMAN JOSEPH J. CAMPO, P.E. JOHN J. ROSARIO. VICE CHAIRMAN SUPURINTENOENT THOMAS J. MULLEN PHILIP C. MCCARTIN H. TERRENCE SLACK December 27, 1985 To: John Klimm, Selectman From: William Maravell, P.E. - Per Frank Lambert, P.E.,Town Engineer Subject: Proposed School, Marstons Mills (246-7/#14) Addressing concerns of proximity of Landfill: 1. In 1988/9, 80% of solid waste will be transferred to SEMASS. Noncombustibles will continue to be landfilled. In addition, it is anticipated that a greater recycling effort will be instituted with State assistance. 2. Presently, and in the future, the odors and noise from the landfilling operation itself should not be a problem for the school as they are, and will be, minimal. 3. Presently, Treatment Plant sludge is disposed at the Landfill by mixing with solid waste and covering it. Odor from this source has been a problem on occasion during the summer. However, this has been minimized of late by a better mixing and covering method. The DPW is now in the process of conducting a study on sludge treatment and disposal options for ultimate sludge disposal. This is necessitated by our entry into SEMASS. It is anticipated that the odor problem from sludge disposal will be completely eliminated before 1988/9. 4. A transfer station to implement the SEMASS contract may be constructed at the Landfill but should produce no noise or odors detrimental to the school site. 5. There is general concurrence with the Board of Health letter to Dr Edward Tynan, Superintendent of Schools, dated December 12, 1985 and issues raised have been addressed above. • ► arcei No. I 1 N' •ems '; • n y s ti• i,� l .>, a r • '•� '�• •e 'tip • `� 't t7 �o dSf- W. ISA4-q RD v a i f I - ,•.u.•...�,`—...._-. 'w.••.. ..,...r..,�.+„ ..,� —"""�; - ,�urwcecvi�..,.,we...».... '.� .+ -...aanau...�ewillv4�tivwvli'M'YNle9Ps�;61{is�,�aY6�ti�!1..:,..'.de,9� '.ilGu6.evw��:.��Cd!Fkalab.:v�'e.. i i - f SMEA0 'KEEPING YOU ORGANIZED No. 10334 2-153L i. SUSTAINABLE 1 FORESTRY mw RECYCLED INCfIATNE CONTENTIO% G rffiodFibarSourcing poST,CONSUMFR www4proprom.ora WV7m0 near�/�pp//iipp��f AT SWAD,.CM L ANM — — - •.-:�.i;.rd9ili