The URL can be used to link to this page

Home My WebLink About21-102 Wang SP TESC - King County Metro Application for Discharge.pdfIndustrial Waste Program Individual Authorization Application for Construction Dewatering Alternative Formats On Request 206-477-5300 TTY Relay: 711 Instructions It may be possible to send water from construction sites into the sanitary sewer if approved by the King County Industrial Waste Program (KCIW) and the local sewer agency. Who needs approval Most construction projects discharging to sanitary sewers in King County’s Wastewater Service area (including combined sewers that carry stormwater and sewage in the older parts of Seattle) need approval.  Single family residential construction projects should check with the local city or sewer agency. KCIW does not require applications from these projects.  Projects discharging to separated storm sewers or surface water bodies do not need approval from wastewater utilities. Check with the appropriate entity:  Contaminated site any size: Washington State Department of Ecology  Clean site more than 1 acre: Washington State Department of Ecology  Clean site less than 1 acre: Local jurisdiction’s stormwater utility How to get approval to discharge to sanitary sewers 1. Contact the local sewer agency. Confirm they accept water from construction sites. Confirm the location and conditions for discharging to their system. A list of local agencies is available: http://www.kingcounty.gov/environment/wtd/About/SewerAgencies.aspx 2. Select your King County construction dewatering application (individual or general). 3. Download, complete, print and sign your application. Scan your signed application and submit it to King County via email: info.KCIW@kingcounty.gov. 4. Contact the local sewer agency for permission to connect to their system and any additional requirements. Select your King County application KCIW offers two types of authorizations for discharging construction water to sanitary sewers: Individual and General. You may be able to use the simpler form, General Authorization Application for Construction Dewatering, if your project meets all of the following criteria:  Site is not contaminated.  Site is less than 1 acre.  Project will discharge less than 25,000 gallons per day (gpd) to the sanitary sewer.  Site has a sedimentation tank. If your project does not meet all four criteria, you must use this form, Individual Authorization Application for Construction Dewatering. Both forms are available at www.kingcounty.gov/industrialwaste. Applying for a General Authorization is easier and requires less documentation (no exhibits) than an Individual Authorization. No reporting is necessary once the General Authorization is approved. Tips for a Successful Application  Complete one application for each construction site.  Answer all questions; use additional pages, if needed. (See the application checklist on page 2.)  Make sure the authorized representative (site owner) signs this application. (See pages 3 and 4.)  Keep the original signed application in your records until the project is complete.  For questions, contact KCIW at info.KCIW@kingcounty.gov or 206-477-5300. Industrial Waste Program Individual Authorization Application for Construction Dewatering 2 Application Checklist Before submitting your application, use this checklist to make sure you have included all the necessary information and documentation. Checklist for Individual Authorization Application Application Component and Page Number Completed Signature of authorized representative or owner (page 3) ☐ Signed signature delegation if authorized representative or owner is delegating signature authority (page 4) ☐ Project Information (page 5) ☐ Detailed project information (pages 6 and 7) ☐ Exhibit A, Site Plan (page 8) ☐ Exhibit B, Wastewater Treatment System Description (page 8) ☐ Exhibit C, Dewatering Schedule (required for sites requesting discharge approval for longer than six months) (page 8) ☐ Exhibit D, Description of Contamination (required for sites with known groundwater or sediment contamination) (page 8) ☐ Industrial Waste Program Individual Authorization Application for Construction Dewatering 4 Delegation of Signature Authority Form This form is only required if the authorized representative wishes to delegate signature authority. Use additional copies of this page to delegate to additional people or positions. Person Delegating Signature Authority By signing below, I certify that I am authorizing the following person(s) and/or position(s) to receive signature authority. I am an authorized representative for the company named in this application because I meet the following definition listed on the reverse page: A B C D Name Street Address Title City, State, and Zip Company Name Email Phone Signature Cell Phone (optional) Date Person(s) and/or Position(s) Receiving Signature Authority 1. 2. Name or Position Name or Position Title Title Company Name Company Name Phone Street Address Phone Street Address Email City, State, and Zip Code Email City, State, and Zip Code Signature Signature 3. 4. Name or Position Name or Position Title Title Company Name Company Name Phone Street Address Phone Street Address Email City, State, and Zip Code Email City, State, and Zip Code Signature Signature NOT APPLICABLENOT APPLICABLE Industrial Waste Program Individual Authorization Application for Construction Dewatering 5 Project Information Applicant/Project Name 21-102 Wang SP TESC Project Location (Address, City, and Zip Code) 19016 116th AVE SE Renton, WA 98058 NOTE: The site owner will be issued the discharge approval; the contractor or consultant will be sent a copy. Site/Project Owner (Must be authorized or delegated signatory) Contractor/Consultant Name Scott Jepson Phil Becker Title Owner Consultant Company Aniayah Homes LLC Abbey Road Group Land Development LLC Mailing address 39805 212th Ave SE 2102 E Main Ave Suite 109 City/state/zip code Enumclaw, WA 98022 Puyallup, WA 98372 Office telephone no. 253-245-4454 253-435-3699 Cellphone no. 253-348-8427 Fax no. Email address Scott@anaiyahhomes.com phil.becker@abbeyroadgroup.com Primary person to be contacted about this application if not listed above (name, address, telephone, email) See both above NOTE: Use attachments, if necessary, to provide the following information. Detailed description of project construction Construction of a 7 Lot Short Plat. Dewatering for inspections of large stormwater detention vault . Only turbid construction water to be discharged - No Site Contaminants Start date of dewatering 1-15-2021 End date of dewatering 1-15-2022 Undermined end dated Site size Site: Area Disturbed 0.92 AC (40,000 SF) Total Phased Project: 2.05 AC Gross (89,152 S.F.) 1.71 AC Net (74,334 S.F.) Environmental permits issued for the site that are relevant to this project (for example: NPDES, Ecology Notice of Intent) N/A Industrial Waste Program Individual Authorization Application for Construction Dewatering 6 Detailed Project Information Follow these instructions to complete the table below:  Process or activity generating wastewater. Enter a brief process number and name for each process and activity (for example: 1. well dewatering, 2. wheel wash, 3. equipment cleaning, 4. concrete curing, 5. jet grouting, 6. contaminated stormwater runoff).  Substances and/or pollutants in wastewater. List all substances in the wastewater (such as sediment/solids, caustic and/or acidic, oil and grease, other contaminants if groundwater or soil is contaminated).  Type of pretreatment. For each waste stream, identify the type of wastewater pretreatment you will provide (such as filtration, chemical precipitation, settling, pH neutralization, electrocoagulation, chitosan). King County policy requires that at a minimum, an appropriately sized settling tank (weir tank preferred) must be installed to provide gravity separation.  Frequency of discharge. Indicate the frequency of discharge. Enter "continuous" if you will discharge continuously to the sewer as the wastewater is generated or "batch" if you will store wastewater and discharge it to the sewer in batches.  Discharge point. Enter the manhole or side sewer location approved by the local city or sewer agency for temporary connection to the sewer.  Daily quantity discharged. Calculate the projected daily maximum discharge volume for each process or activity and then the total for all processes and activities. Process or Activity Number Process or Activity that Generates Wastewater Substances and/or Pollutants in Wastewater Type of Pretreatment Frequency of Discharge (continuous or batch) Discharge Point if known (manhole, side sewer location) Maximum Daily Quantity Discharged (gallons) 1 Stormwater Runoff Sediment, dewatering from vault Additional BMP's : Increase size of sediment pond, Installation of mulch, increase retention time in stormwater vault. continuous Soos Creek SSMH 8294 At the corner of SE 191st ST And 117th Pl SE Renton WA Maximum Discharge 25,000 Gal Per day 1 Well - New Stormwater Vault Dewatering Sediment, dewatering from vault Additional BMP's : Increase size of sediment pond, Installation of mulch, increase retention time in stormwater vault. continuous Soos Creek SSMH 8294 At the corner of SE 191st ST And 117th Pl SE Renton WA Maximum Discharge 25,000 Gal Per day Total maximum daily discharge volume Industrial Waste Program Individual Authorization Application for Construction Dewatering 7 Water Quantity Balance Calculations For each process or activity listed in the table above, thoroughly document the information, methods, and assumptions used to calculate your site’s water quantity balance. Use a storm event of 2 inches per 24 hours to calculate the maximum daily stormwater runoff volume. Add attachments if you need more space. For a Detailed representation of the proposed site and the additional BMP's installed please refer to the Attached Modified TESC Plan. Calculations of discharge will be conducted through a Metered device using a Calculation of 100 cubic feet equals 748 gallons. To reach the maximum possible daily discharge the metered flow can not exceed 3,342 Cubic feet Per DAY. Industrial Waste Program Individual Authorization Application for Construction Dewatering 8 Detailed Project Information (continued) If your project will discharge greater than 25,000 gpd during November through April, explain in detail why discharge to surface water is not feasible. Project does not propose to exceed more than 25,000 gpd Is there known groundwater or soil contamination on site? No, Glacial Till hard pan (Restrictive Soils Layer) starts at a depth of 2.5-3 feet If yes, provide a summary of the contamination, site history, and sources of contamination. Submit Exhibit D (see page 8). Does this site have a Temporary Erosion and Sediment Control (TESC) Plan that outlines best management practices (BMPs)? Yes If yes, the plan must be available onsite for reference throughout the project. No If no, please explain: Contact the local sewer agency (city or sewer district) to receive instructions on discharge conditions. (www.kingcounty.gov/environment/wtd/About/SewerAgencies.aspx) and complete the following: Name and telephone number of the local city or sewer district personnel you contacted. Michelle Cruz Soos Creek Water and Sewer 253-630-9900 ext 134 MCruz@sooscreek.com Maximum discharge rate (gpm) specified by the local city or sewer district contact. 50-100 gallons per min. ( 53 gal per min continuous over 8 hours = 25,000 gallons per day ) Sewer account number or billing method that the local city or sewer district will use to assess sewer fees. Soos Creek to determined upon approval of King County Construction Dewatering Permit Industrial Waste Program Individual Authorization Application for Construction Dewatering 9 Exhibits Exhibits A and B are required for all applications. A. Site Plan. Attach a site plan that shows the location of activities or processes generating wastewater, settling ponds/tanks or other wastewater treatment system components, wastewater conveyance lines, temporary points of discharge (approved by the local city or sewer district), groundwater and/or sediment sampling locations, streets, and public sewer and storm drainage facilities. B. Wastewater Treatment System. Attach a description of the proposed wastewater treatment system, including the following: 1. Diagrams, specification sheets, and basic design data for system components (for example, pumps, tanks, mixers). 2. Schematic flow diagram of the treatment process that shows system piping, tanks, and control features. 3. Maximum flow rate for the system. NOTE: KCIW may require an engineering justification and/or other evidence demonstrating that discharge from the site will meet applicable permit effluent limitations. Minimum Standards for Rectangular Sedimentation Tank Design is available here: http://www.kingcounty.gov/environment/wastewater/IndustrialWaste/GettingDischargeApproval/Construction/Sedimentation_tank s.aspx. Exhibit C is required for approval of projects that will discharge longer than six months: C. Dewatering Schedule. Attach a wastewater discharge schedule indicating when each activity or process is expected to generate wastewater for the duration of the project. For each process and discharge period, specify the projected maximum daily discharge volume. (See example below.) NOTE: The chart below is included as an example only. You may create a similar table or use a different format, provided it includes the requested information. Exhibit D is required for sites with known groundwater or sediment contamination: D. Description of contamination sources and chemical characteristics. Attach a summary (preferably in table format) of all available groundwater and/or sediment quality data. Indicate groundwater and/or sediment sample locations on the site plan (Exhibit A). Exhibit A Site Plan 1 2 4 7 53 6 TRACT A ROAD A SE 191ST STREET116TH AVENUE SETRACT B SE 184TH STREET SE 192ND STREET DATUM BASIS OF BEARINGS BENCHMARKS PROJECT NO. 17150A DE S I GN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS C-18006462PR-18000200LUA:18-000280TED-40-4044R-404403 R-4044 Exhibit B Wastewater Treatment System -Modified TESC Plan -Vault Construction Specs. SE 191ST STREET116TH AVENUE SEROAD A 1 2 4 7536 TRACT A TRACT B SE 184TH STREET SE 192ND STREET PROJECT NO. 17150A 5-17-2019 DE S I GN 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS C-18006462PR-18000200LUA:18-000280TED-40-4044DATUM BASIS OF BEARINGS BENCHMARKS NOTES R-404404 R-4044 DISCHARGE LOCATION FOR TURBID STORMWATER FROM SEDIMENT TRAP UPON APPROVAL THROUGH CITY OF RENTON AND SOOS CREEK SEWER AND WATER MODIFIED SEDIMENT TRAP EXCAVATE APPROXIMATE 3'-4' ON EASTERN SIDE & 1' ON THE WESTERN SIDE SOIL STOCKPILE / SOIL BERM AROUND SEDIMENT TRAP. BERM TO BE COVERED WITH PLASTIC AND SHALL HAVE A COLLECTION CHANNEL AROUND BASE AS SHOWN IN DETAIL 1 THIS SHEET PLASTIC COVERING LEGEND PLASTIC COVERING CLEAN NON-TURBID STORMWATER DRAINAGE CHANNEL TO BE COLLECTED AND DISCHARGED DIRECTLY TO STORMWATER CATCHBASIN 4-6" PVC COLLECTION / DRAIN PIPE TEMP SEDIMENT POND COVERED SOILS STOCKPILE / BERM MODIFIED SEDIMENT POND DETAIL #1 INSTALL WOODY MULCH CURRENTLY STOCKPILED ONSITE CONTRACTOR TO INSPECT SILT FENCE AND REPAIR ANY COMPROMISED SECTIONS CONTRACTOR TO INSPECT SILT FENCE AND REPAIR ANY COMPROMISED SECTIONS CONTRACTOR TO INSPECT SILT FENCE AND REPAIR ANY COMPROMISED SECTIONS DISCHARGE LOCATION FOR TURBID STORMWATER FROM SEDIMENT TRAP UPON APPROVAL THROUGH CITY OF RENTON AND SOOS CREEK SEWER AND WATER CONTRACTOR TO INSPECT SILT FENCE AND REPAIR ANY COMPROMISED SECTIONS EXISTING CONSTRUCTION ENTRANCE TO BE MAINTAINED NEW PROPOSED CONSTRUCTION ENTRANCE TO BE MAINTAINED DEWATERING WELL LOCATION DEWATERING WELL LOCATION 4-6" PVC COLLECTION / DRAIN PIPE SEDIMENT TRAP MODIFIED DATE 1/13/2021 BY PHIL BECKER (CESCL RE-CERT DEC.2020 - ABBEY ROAD GROUP LAND DEVELOPMENT LLC (PHIL.BECKER@ABBEYROADGROUP.COM)4:1 SLOPE 3 S2.0 2 S3.33 S3.3 6 S3.3 5 S3.3 1 S3.3 6 S3.3 5 S3.3 2 S3.3 7 S3.3 12½" CAST-IN-PLACE SOLID SLAB 12½"x48" HOLLOW CORE PANELS 12½"x48" HOLLOW CORE PANELS 3'-0" 12½" CAST-IN-PLACE SOLID SLAB 24" INSPECTION PORT 5'-0"x10'-0" ACCESS W/ GALV. GRATING & SUPPORT FRAME - CONT'R DEFFERED SUBMITTAL 12½" CAST-IN-PLACE SOLID SLAB 7 S3.3 4 S3.3 511.25' 511.25' 2 S3.3 12½" CAST-IN-PLACE SOLID SLAB 3 S3.3 1 S3.2 TYP.4 S3.2 RIM = 510.75' 4 S3.2 1 S3.2 TYP. 3 S3.4 3 S3.4 2 S3.2 2██████████2██████████2█████████████████████████2██████████2██████████2██████████2 TYP. 3 S3.2 3██████████3██████████3█████████████████████████3██████████3██████████3██████████3 TYP. 12½" CAST-IN-PLACE SOLID SLAB RIM = 510.75' 12½" CAST-IN-PLACE SOLID SLAB 5 S3.2 VENT TYP. - SEE CIVIL AT OPN'G 8 S3.3 EA. SIDE OF ACCESS HOLE1 '-0 " 1'-0¾" 116'-0"45'-0"1'-0"1'-0" 1 S3.0 1'-0" 21'-0" 1'-0" 21'-0" 1'-0" 1 S3.0 4'-0"10"3 S3.0 T.O.F.= 497.50 14" CAST-IN-PLACE SLAB - TOP REINF. #6 @ 6" O.C. TRANS #5 @ 12" O.C. LONG. - BOT. REINF. #5 @ 12" O.C. E.W.10"4'-0"32'-0" 4'-0" 10" CONC. WALL ACCESS HOLE ABOVE 3 S3.0 10"5'-0"14'-0" 3 S3.0 1 S3.0 OPN'G ABOVE OPN'G ABOVE ACCESS HOLE ABOVE 1 S3.1 1 S3.0 10"5'-0"3 S2.0 T.O.F.= 497.50 3 S3.0 T.O.F.= 498.25 4'-0"4'-0"2 S3.1 STEP FTG PER 3 S3.1 1 S3.1 1 S3.0 LOW 2 S3.0 HIGH T.O.F.= 502.00 32'-0" 4'-0" 10" CONC. WALL 1 S3.0 T.O.F.= 499.00 4'-0"STEP FTG PER 3 S3.1 4'x4' OPENING - TOP OF OPENING 2'-0" BELOW BOTTOM OF HOLLOW CORE PANELS - LOCATION PER CIVIL 1 S3.0 ___ S3.0 6 ___ S3.0 6 10" CONC. WALL 14'-0" ___ S3.0 4TYP. ___ S3.0 5TYP. T.O.F.= 497.504'-0"STEP FTG PER 3 S3.1 T.O.F.= 501.00 TYP.9"9" TYP.1'-0"502.00' 497.50' 509.04'10'-6"CONC. WALL TYP. BOT. SLAB DRAIN ROCK PER CIVIL & GEOTECHNICAL FINISH GRADE TOP OF SLAB 6'-0"503.50' DRAIN TYP. SEE CIVIL DRAIN TYP. SEE CIVIL 11 1 1 TYP.1'-9"FREE DRAINING GRANULAR BACKFILL - TYP.FREE DRAINING GRANULAR BACKFILL - TYP. PLAN NOTES: 1. FOR TYPICAL REINFORCEMENT AT ACCESS OPENINGS AND OPENINGS AT TOP OF WALLS, SEE 4/S3.2. 2. FOR TYPICAL GROUTING AT HOLLOWCORE PANEL KEYWAYS, SEE 4/S3.1. 3. FOR TYPICAL CONTROL JOINTS, SEE 5/S3.1 AND 6/S3.1. 4. FOR REINFORCING AT TYPICAL OPENINGS IN CAST IN PLACE CONCRETE WALLS, SEE 1/S3.4. 5. FOR TYPICAL REINFORCING AT PIPES PASSING THROUGH CAST IN PLACE CONCRETE WALLS, SEE 2/S3.4. 38554JYER NKS. L E I FFE A L EOIN EEEPRFO SS GN NIRGTATSNOTAFOEW N IHS UTSRRA T C U L NNE G EERIDCT RSC JSK JSK X WANG SHORT PLAT ANAIYAH HOMES, LLC 1402 LAKE TAPPS PARKWAY SE SW 1/4 SEC. 33, TWN. 23, RGE. 5E -DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD1983/1991 SCALE ACCORDINGLY Planning/Building/Public Works Dept. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS AUBURN, WA 9809211/28/2018 1:35:38 PMC:\_Revit Models\19035 Renton Wang Detention Vault v2019 (Central)_scowsert@pcs-structural.com.rvtS2.0 11/28/2018 DETENTION VAULT PLANS 1/8" = 1'-0"S2.0 2 VAULT TOP SLAB PLAN 1/8" = 1'-0"S2.0 1 VAULT BOTTOM OF SLAB PLAN 3/16" = 1'-0"S2.0 3 SECTION TOTAL MAXIMUM STORAGE CAPACITY WITH OUT USE OF OUTFALL CELL 1 (LARGE) 21'W X 116'L X 10.5'D = 191,323.44 GALLONS CELL 2 (SMALL) 21'W X 116'L X 6'D = 109,327.68 GALLONS TOTAL CAPACITY = 300,651.12 GALLONS DEWATERING LOCATION DEWATERING LOCATION System Component Breakdown 130,000 GALLON CAPACITY MODIFIED TEMPROARY SEDIMENT / RETENTION POND 300,000 GALLON CAPACTIY STORMWATER RETENTION VAULT TESC BMP'S PLASTIC COVERINGS WOODY MULCH SILT FENCING CONSTRUCTION ENTRANCES DRAINAGE SWALES WITH CHECK DAMS INLET PROTECTION LARGE FILTER BAG FOR REMOVING FINES FROM TURBID WATER 2 - 2" TRASH PUMPS THAT WILL BE METERED WITH A CERTIFIED FLOW METER PRIOR TO DISCHARGING TO SEWER FLOW METER - CALCULATIONS OF EXACT DISCHARGE IS DEPENDANT ON THE TYPE OF CERTIFIED METER USED FOR MONITORING. THE FOLLOWING CALCULATION SHALL BE USED AS A BASIS FOR THE FLOW CALCULATIONS 1 CUBIC FOOT = 7.48 GALLONS MAX DAILY DISCHARGE SHALL NOT BE GREATER THAN 25,000 GALLONS PER DAY. 7.48 / 25,000 GAL = 3,342 CUBIC FEET PER DAY 8 HR (TYPICAL WORK DAY) / 3,342 = 417.75 CF PER HOUR ( 3,133.125 gph) (52.21875 gpm) OR 4 HR / 3,342 = 835.5 CF PER HOUR (6,249.54 gph) (104.159 gpm) Exhibit C Pumping Schedule January 2021 21-102 Wang SP TESC Pump Schedule Dewatering Discharge Schedule Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Holiday 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 24 25 26 27 28 29 30 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 31 February 2021 21-102 Wang SP TESC Pump Schedule Dewatering Discharge Schedule Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 7 8 9 10 11 12 13 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 8 Hr Discharge @ 52 GPM 14 15 16 17 18 19 20 As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm 21 22 23 24 25 26 27 As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm 28 March 2021 21-102 Wang SP TESC Pump Schedule Dewatering Discharge Schedule Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm 7 8 9 10 11 12 13 As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm 14 15 16 17 18 19 20 As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm 21 22 23 24 25 26 27 As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm 28 29 30 31 As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm As Needed not to exceed 25,000 Per day or 100 gpm Any additional discharge will be weather Dependant and SHALL not exceed 25,000 Gal Per Day or 100 Gallons Per Minute.