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Name: Address Points

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• sitecondounit ( type: esriFieldTypeString , alias: sitecondounit , length: 8000 )
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Layer: Sewer System (1)

Sub Layers:
• Sewer Manholes
• Pumpstations
• Grinder Pumps
• Gravity_Line
• Forced_Line
Name: Sewer System

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Layer: Sewer Manholes (2)

Parent Layer: Sewer System

Name: Sewer Manholes

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• STATION_1 ( type: esriFieldTypeString , alias: Station Number 1 , length: 50 )
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Layer: Pumpstations (3)

Parent Layer: Sewer System

Name: Pumpstations

Display Field: Name

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• Elevation ( type: esriFieldTypeString , alias: Elevation , length: 254 )
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Layer: Grinder Pumps (4)

Parent Layer: Sewer System

Name: Grinder Pumps

Display Field: Address

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Layer: Gravity_Line (5)

Parent Layer: Sewer System

Name: Gravity_Line

Display Field: FACILITYID

Type: Feature Layer

Geometry Type: esriGeometryPolyline

Description: All sewer features have been traced by the employees and interns of the Town of Chelmsford Engineering Division. The Record Drawings for each Sewer Contract was used for the basis of the AutoCAD drawing. The CAD drawing is located in O:\Engineering\SEWER\ACAD\SEWER-MAP\dwg\Sewer-MapB.dwg. This CAD drawing was then converted to GIS by an independent consultant, CGIS Mapping. This conversion took place from January, 2015 to June, 2015 funded by a Risk Management Grant from MIIA. Once sewer features are installed, rebuilt, repaired and/or inspected, this data can be edited to reflect the most current information. Elevations are based on NGVD 1929.

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Copyright Text: Christina Papadopoulos, of the Chelmsford Engineering Division oversaw the contract with CGIS Mapping. Claus Goerges, of CGIS Mapping was the person responsible for the conversion of CAD data to GIS.

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Layer: Forced_Line (6)

Parent Layer: Sewer System

Name: Forced_Line

Display Field: FACILITYID

Type: Feature Layer

Geometry Type: esriGeometryPolyline

Description: All sewer features have been traced by the employees and interns of the Town of Chelmsford Engineering Division. The Record Drawings for each Sewer Contract was used for the basis of the AutoCAD drawing. The CAD drawing is located in O:\Engineering\SEWER\ACAD\SEWER-MAP\dwg\Sewer-MapB.dwg. This CAD drawing was then converted to GIS by an independent consultant, CGIS Mapping. This conversion took place from January, 2015 to June, 2015 funded by a Risk Management Grant from MIIA. Once sewer features are installed, rebuilt, repaired and/or inspected, this data can be edited to reflect the most current information. Elevations are based on NGVD 1929.

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Copyright Text: Christina Papadopoulos, of the Chelmsford Engineering Division oversaw the contract with CGIS Mapping. Claus Goerges, of CGIS Mapping was the person responsible for the conversion of CAD data to GIS.

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Layer: Stormwater System (7)

Sub Layers:
• Catch Basins
• Outfalls
• Culvert Points
• Drain Manhole
• Culvert Line
• Drain Line
• Headwall
• Stormwater Basins
• Stormwater Treatment Units
• Detention Basins Outlet
• Detention Basins Inlet
• Emergency Overflow
• Swale
Name: Stormwater System

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Layer: Catch Basins (8)

Parent Layer: Stormwater System

Name: Catch Basins

Display Field: PLANNAME

Type: Feature Layer

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Description: Stormwater utility structures that have been traced by the Town of Chelmsford Engineering Division employees from the Town Base Maps from 1988 located in an AutoCAD drawing location O:\Engineering\projects\GIS-Cadd\2008-drainage.dwg. This CAD drawing was then converted to GIS by an independent consultant, CGIS Mapping. This conversion took place from February, 2014 to September, 2014 funded by a Risk Management Grant from MIIA. Once drains are installed, rebuilt, repaired and/or inspected, this data can be edited to reflect the most current information. Elevations are based on NGVD 1929.

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Layer: _centerlines (22)

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