Md. Code Regs. 26.03.01.06
For each service area, flow data for all community and multi-use sewerage facilities will be presented according to either Table No. 15 for wastewater treatment plants or Table No. 15A for all principal collector sewers, interceptors, pumping stations, and associated force mains. Information presented previously in either Table No. 9 or Table No. 10 can be omitted from Table No. 15. In Table No. 15A, present data according to the flow pattern of existing sewerage system by starting with principal collector sewers and proceed to the treatment plant.
| Table No. 3Projected Water Supply Demands and Planned Capacity | ||||||||||||||||||||||||
| Service Area | Present 1975 | 1980 | 1990 | 2000 | ||||||||||||||||||||
| Population | GPCD | Capacity | Population | GPCD | Capacity | Population | GPCD | Capacity | Population | GPCD | Capacity | |||||||||||||
| total | served | unserved | (gals) | demand | planned | total | served | unserved | (gals) | demand | planned | total | served | unserved | (gals) | demand | planned | total | served | unserved | (gals) | demand | planned | |
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| Table No. 4Inventory of Existing Community System Wells | ||||||||
| Well Nameor Number | Aquifer | CoordinateLocation | DepthFeet | DiameterInches | Max. SafeYield | PumpingCapacity | WaterQuality | |
| Municipal (Public) | ||||||||
| Industrial | ||||||||
| Private Community/Institutional | ||||||||
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| Table No. 5 Inventory of Existing Impounded Supplies | ||||||||||
| Owner | Crest Elevation (above sea level) | Spillway Length | Total Length of Dam | Height of Crest Above Stream Bed | Flooded Area of Crest Elevation | Length of Shore Line at Crest Elevation | Water Overflowed Crest for First Time | Capacity of Reservoir | Safe Yield (MGD) | Average Daily Withdrawal (MGD) |
| Municipal (Public) | ||||||||||
| Industrial | ||||||||||
| Private Community/Institutional | ||||||||||
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| Table No. 6Inventory of Existing Water Treatment Facilities | ||||||||||
| Owner | Water Source | Type Treatment | Plant Coordinate Location | Rated Plant Capacity (MGD) | Average Production (MGD) | Max Peak Flow(MGD) | StorageCapacity(MGD) | Planned Expansion MGD/Dates | Method of Sludge Disposal | Operating Agency |
| Municipal (Public) | ||||||||||
| Industrial | ||||||||||
| Private Community*/Institutional | ||||||||||
* If transfer to public ownership is recommended, indicate expected date.
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| Table No. 8Immediate, 5 and 10 Year Priorities for Water Development | ||||||||
| Estimated Costs* | Project StatusConstr. Start | |||||||
| Fiscal YearandProject Number | CountyPriorityAssigned | CoordinateLocation | Description | Total | Federaland/orState | Local | ImmediatePriorityProjects | 5 and 10 YearPeriod Projects |
| ______Year | ||||||||
* Based on dollar values as of effective date of plan where applicable.
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| Table No. 9Projected Sewerage Demands and Planned Capacity | ||||||||||||||||||||||||
| Service Area | Present 1975 | 1980 | 1990 | 2000 | ||||||||||||||||||||
| Population | GPCD | Capacity | Population | GPCD | Capacity | Population | GPCD | Capacity | Population | GPCD | Capacity | |||||||||||||
| total | served | unserved | (gals) | demand | planned | total | served | unserved | (gals) | demand | planned | total | served | unserved | (gals) | demand | planned | total | served | unserved | (gals) | demand | planned | |
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| Table No. 10Inventory of Existing Water Treatment Facilities | |||||||||||
| Owner | Type Treatment | Plant Coordinate Location | Occupied Acres | Vacant Acres | Point of Discharge* | Max Site CapacitySecondary | Max. Site Capacity (MGD) Advanced | Existing (MGD) Capacity | Flows (MGD)Average Peak | Planned or Expected Abandonment Date of Interim MGD Date | Operating Agency |
| Municipal(Public) | |||||||||||
| Industrial | |||||||||||
| Private Community**/Institutional | |||||||||||
** If transfer to public ownership is recommended, indicate expected date.
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| Table No. 11Problem Areas Inventory - Individual and Community | |||||||
| Service Area | ProblemDescription | Location | Population | Acres | Treatment Capacity | Treatment Demand | PlannedCorrectionDate if Known |
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| Table No. 12Water Quality Problem Due to Storm Drainage Outfalls and to Non-point Sources | |||
| Service Area | Problem Description | Location | Reach Affected |
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| Table No. 13Immediate 5 and 10 Year Priorities for Sewerage Development | |||||||||
| Costs** | Projected Schedule*** | ||||||||
| Fiscal Year and Project Number | County PriorityAssigned | Coordinate* Location | Description Total | PL 660 Eligibility | Other Federal Local | Preliminary Plans | Financial Plans | Start Construction | Complete Construction |
| _____Year | |||||||||
| _____Year | |||||||||
* Where applicable for both treatment facility and point of discharge location.
** Based on real dollar values.
*** Month and year-for the last 5 years the "Construction Schedule Column" and need not be filled in.
Table No. 14 Water and Sewerage Map Symbols
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| Table No. 15Flow DataWastewater Treatment Plants | |||||||||
| Design Parameters | Flow | Development Occupancy Units (1) | |||||||
| Name or Service Area | Hydraulic (mgd) | Organic(ppm) | Avg. Day*(mgd) | Max. Day & (Date**) | Existing* | Anticipated***BPI | PWA | ||
| BOD | SS | UC | NUC | ||||||
| Example: | 117 R | 7 R | 830 R | ||||||
| Clear Water | 3.5 | 200 | 200 | 3.0 | 5.5(3-17-76) | 6,500 | 7 C | none | none |
* Per Effective Date of Plan (7-1-76)
** During Previous Fiscal Year
*** List Residential (R) Separately from Commercial (C) and Industrial (I)
BPI-Building Permits Issued Per Effective Date of Plan
UC-Building Permits Issued Per Effective Date of Plan for Units under Construction
NUC-Building Permits Issued Per Effective Date of Plan for Units not under Construction
PWA-Building Permits for Unexpired Public Works Agreements Per Effective Date of Plan
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| Table No. 15AFlow DataCollector Sewers, Inceptors, Pumping Stations and Force Mains | ||||||||||
| Name or Sewer Type Designation | Sewer | CapabilityPumping Station | Force Main | |||||||
| Diam.(Inches) | Flow,Avg.Day* | mgdDesign | Number of Pumps | Capacity of Each Pump(mgd) | Normal PumpingCapacity (mgd) | Avg. Day Pumpage* (mgd) | Max. DayPumpageand Mgd (date)** | Diam. (inches) | Design FLow (mgd) | |
| Example:Collector | 12 | 0.5 | 1.0 | |||||||
| Clear Branch Interceptor | 18 | 3.5 | 5.0 | |||||||
| Severn RunP.S. and | 2 | 3.6 | 3.6 | 2.5 | 3.0(3-1-76) | |||||
| F.M. | 24 | 8.0 | ||||||||
| Clear WaterSTP | (See Table No. 15) | |||||||||
* Per Effective Date of Plan (7-1-76)
** During Previous Fiscal Year
Md. Code Regs. 26.03.01.06