SPECIFICATION NO.1197S Addendum No.4 Attachment D. Appendix L- Ground Water Quality Data and Revised Construction Groundwater Discharge Plan
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1 SPECIFICATION NO.1197S Addendum No.4 Attachment D Appendix L- Ground Water Quality Data and Revised Construction Groundwater Discharge Plan Page 1 of 2 Specification No. 1197S Addendum No. 4
2 ATTACHMENT D TABLE OF CONTENTS Groundwater Quality Data: 2013 Data 2004 Data Revised Construction Groundwater Discharge Plan Plan 1 of 2 Page 2 of 2 Specification No. 1197S Addendum No. 4
3 Analytical Results Lab ID: Sample ID: Company: Profile: Collect Date: Collected By: Received Date: E ENGINEERING Parameter Result Units Limit Analyzed By Method GENERAL MINERAL Dissolved Oxygen 6.4 mg/l 2 12/23/13 SW DO, SM 4500-O G, Electrometric Chloride 430 mg/l /02/14 CG Anions, EPA Sulfate 270 mg/l /02/14 CG Anions, EPA Ammonia as N <3.0 mg/l /23/13 LP Ammonia, EPA Nitrite as N <0.1 mg/l /23/13 LP NO2 NO3 NOX, EPA NOX 0.96 mg/l /23/13 LP NO2 NO3 NOX, EPA Nitrate as N 0.86 mg/l /23/13 LP NO2 NO3 NOX, EPA Nitrate (NO3) 3.8 mg/l /23/13 LP NO2 NO3 NOX, EPA Total Inorganic Nitrogen <3 mg/l 3 12/23/13 LP NO2 NO3 NOX, EPA Total Phosphorus 0.26 mg/l /02/14 MS TP, SM 4500P PHYSICAL PARMS Color - Apparent 50 units /24/13 SW Color, SM 2120B Total Suspend Solids 100 mg/l /23/13 KL TSS, SM 2540D EC - Specific Conductance 2450 umhos/cm 1 12/23/13 KL Conductivity, SM 2510B ph, Laboratory 7.9 ph unit 1 12/23/13 KL ph (Lab), SM 4500H-B Alkalinity, Total as CaCO3 310 mg/l 3 12/23/13 KL Alk Spec-L, SM 2320B Hydroxide (OH) <3 mg/l 3 12/23/13 KL Alk Spec-L, SM 2320B Carbonate (CO3) <3 mg/l 3 12/23/13 KL Alk Spec-L, SM 2320B Bicarbonate (HCO3) 380 mg/l 3 12/23/13 KL Alk Spec-L, SM 2320B Turbidity, Laboratory 30 NTU /24/13 SW Turb, SM 2130B Total Dissolved Solids 1400 mg/l 40 12/26/13 MS TDS, SM 2540C Total Organic Carbon (TOC) 3.4 mg/l /27/13 KL TOC, SM 5310C METALS Aluminum 980 ug/l /30/13 CG ICP-MS Metals, EPA Suzanne Watson Monday, January 20, :44:10 PM Page 1 of 3
4 Analytical Results Lab ID: Sample ID: Company: Profile: Collect Date: Collected By: Received Date: E ENGINEERING Parameter Result Units Limit Analyzed By Method Antimony <0.50 ug/l /30/13 CG ICP-MS Metals, EPA Mercury <0.2 ug/l /30/13 CG Mercury, EPA Arsenic 13 ug/l /30/13 CG ICP-MS Metals, EPA Barium 140 ug/l /30/13 CG ICP-MS Metals, EPA Beryllium <0.50 ug/l /30/13 CG ICP-MS Metals, EPA Cadmium 0.28 ug/l /30/13 CG ICP-MS Metals, EPA Chromium (Total) 1.7 ug/l /30/13 CG ICP-MS Metals, EPA Copper 4.9 ug/l /30/13 CG ICP-MS Metals, EPA Lead 0.74 ug/l /30/13 CG ICP-MS Metals, EPA Manganese 720 ug/l /30/13 CG ICP-MS Metals, EPA Nickel 3.8 ug/l /30/13 CG ICP-MS Metals, EPA Selenium <2.0 ug/l /30/13 CG ICP-MS Metals, EPA Silver <0.20 ug/l /30/13 CG ICP-MS Metals, EPA Thallium <0.30 ug/l /30/13 CG ICP-MS Metals, EPA Zinc 17 ug/l /30/13 CG ICP-MS Metals, EPA Iron 86 ug/l /31/13 NS ICP Metals, EPA Boron 1450 ug/l 16 12/31/13 NS ICP Metals, EPA Calcium 110 mg/l /31/13 NS ICP Metals, EPA Hardness 420 mg/l 12/31/13 NS ICP Metals, EPA Potassium <2.0 mg/l /31/13 NS ICP Metals, EPA Magnesium 34 mg/l /31/13 NS ICP Metals, EPA Silica 40 mg/l /31/13 NS ICP Metals, EPA Sodium 450 mg/l /31/13 NS ICP Metals, EPA BIOLOGICALS Total Coliform 100 MPN/100mL 12/23/13 SW MMO-HPC, SM 9223 & SM 9215 Suzanne Watson Monday, January 20, :44:11 PM Page 2 of 3
5 Analytical Results Lab ID: Sample ID: Company: Profile: Collect Date: Collected By: Received Date: E ENGINEERING Parameter Result Units Limit Analyzed By Method E. coli <1 MPN/100mL 12/23/13 SW MMO-HPC, SM 9223 & SM 9215 HPC Result >740 CFU/mL 12/23/13 SW MMO-HPC, SM 9223 & SM 9215 Suzanne Watson Monday, January 20, :44:11 PM Page 3 of 3
6 TV DEWATERING BORE HOLE 1 TV DEWATERING BORE HOLE 2 TV DEWATERING BORE HOLE 3 TV DEWATERING BORE HOLE 4 05/24/2004 Qual Result Units Qual Result Units Qual Result Units Qual Result Units Alkalinity, Total as CaCO mg/l mg/l mg/l mg/l Aluminum 160 ug/l 270 ug/l 250 ug/l 130 ug/l Ammonia as N < 0 mg/l < 0 mg/l < 0 mg/l < 0 mg/l Antimony < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l Arsenic < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l Barium 150 ug/l 99 ug/l 180 ug/l 57 ug/l Beryllium < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l Bicarbonate (HCO3) mg/l mg/l mg/l mg/l Boron 0.14 mg/l mg/l 1.1 mg/l 0.54 mg/l Cadmium < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l Calcium 97 mg/l mg/l 450 mg/l 160 mg/l Carbonate (CO3) < 0 mg/l < 0 mg/l < 0 mg/l < 0 mg/l Chloride mg/l 1, mg/l 1, mg/l mg/l Chromium (Total) < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l Cobalt < 0 ug/l 32 ug/l 12 ug/l 10 ug/l Copper < 0 ug/l 15 ug/l < 0 ug/l < 0 ug/l EC - Specific Conductance 1,220 umhos/cm 7,372 umhos/cm 6,010 umhos/cm 2,694 umhos/cm Fluoride mg/l mg/l mg/l mg/l Hardness 440 mg/l mg/l 1,900 mg/l 620 mg/l Hydroxide (OH) < 0 mg/l < 0 mg/l < 0 mg/l < 0 mg/l Iron 130 ug/l 130 ug/l 600 ug/l 810 ug/l Lead < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l Magnesium 46 mg/l mg/l 170 mg/l 54 mg/l Manganese 44 ug/l 4,000 ug/l 5,500 ug/l 2,000 ug/l Mercury < ug/l < ug/l < ug/l < ug/l Molydbenum 10 ug/l 86 ug/l 49 ug/l 51 ug/l Nickel < 0 ug/l 24 ug/l 26 ug/l < 0 ug/l Nitrate as N mg/l mg/l mg/l mg/l Nitrite as N mg/l mg/l < mg/l 0.03 mg/l Ortho Phosphate as P < 0 mg/l < 0 mg/l < 0 mg/l < 0 mg/l ph, Laboratory 6.92 units 6.98 units 6.93 units 6.92 units Potassium 5.6 mg/l mg/l 7.2 mg/l 5.1 mg/l Selenium < 0 ug/l 20 ug/l 14 ug/l 5 ug/l Silica 47 mg/l mg/l 38 mg/l 19 mg/l Silver < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l Sodium 100 mg/l mg/l 850 mg/l 420 mg/l Strontium 670 ug/l 100 ug/l 2,700 ug/l 920 ug/l Sulfate mg/l 1, mg/l mg/l mg/l Thallium < 0 ug/l < 0 ug/l < 0 ug/l < 0 ug/l TKN - Total Kjeldahl Nitrogen < mg/l < mg/l < mg/l < mg/l Total Dissolved Solids 712 mg/l 4,948 mg/l 3,828 mg/l 1,658 mg/l Total Inorganic Nitrogen mg/l mg/l < mg/l mg/l Total Nitrogen mg/l mg/l mg/l mg/l
7 Total Organic Carbon (TOC) mg/l mg/l mg/l mg/l Total Phosphorus mg/l < mg/l mg/l < mg/l Zinc < 0 ug/l 10 ug/l < 0 ug/l < 0 ug/l
8 CONSTRUCTION DEWATERING REQUIREMENTS FOR GROUNDWATER: THE SLUDGE DRYING BEDS ARE THE ONLY ACCEPTABLE AREA FOR DISCHARGE OF CONSTRUCTION RELATED TO GROUNDWATER 1. CONTRACTOR MAY STORE GROUNDWATER IN THE SLUDGE DRYING BED. 2. CONTRACTOR TO INSTALL AN ISOLATION PLUG VALVE IN THE EXISTING PIPE MANIFOLD THAT COLLECTS WATER FROM PERFORATED PIPE. SEE PAGE 2 OF 2 OF THIS APPENDIX. 3. PERCOLATION OF COLLECTED GROUNDWATER IS ACCEPTABLE. DISCHARGE FROM SLUDGE DRYING BEDS HEADWORKS SLUDGE DRYING BEDS: BED BOTTOM ELEVATION=1019 FT TOTAL AREA OF ONE (1) DRYING BED=10,000 (SF) VOLUME CAPACITY OF ONE (1) DRYING BED = 50,000 CU.FT. TREATMENT FACILITY AND PIPING PROVIDED BY THE CONTRACTOR FILTER BACKWASH PUMP STATION, TOP OF WETWELL ELEV FT 1. REFER TO SECTION FOR GROUNDWATER TREATMENT SYSTEM REQUIREMENTS. 2. CONTRACTOR SHALL PROVIDE ALL CONVEYANCES NEEDED TO DISCHARGE CONSTRUCTION GROUNDWATER INTO SLUDGE DRYING BEDS. 3. CONTRACTOR SHALL PROVIDE PROTECTION FOR THE ABOVE GRADE TREATMENT PIPING CROSS ROAD WAYS. 4. THE CONTRACTOR SHALL SAMPLE AND TEST GROUNDWATER FOR MANGANESE, TOTAL DISSOLVED SOLIDS (TDS), IRON, AND CHLORIDE. 5. IF WATER QUALITY CRITERIA PROVIDED IN SECTION ARE EXCEEDED, THE CONTRACTOR SHALL PROVIDE APPROPRIATE TREATMENT TO REDUCE CONTAMINANTS BEFORE DISCHARGING INTO FILTER BACKWASH PUMP STATION WETWELL. DISCHARGES TO FILTER BACKWASH PUMP STATION EVENTUALLY PUMPED TO THE HEADWORKS CHANNEL. FILTER BACKWASH BASINS APPENDIX L Construction Groundwater Discharge Plan (1 OF 2)-Revised per Addendum No.4. No Revision to Plan 2 of 2
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