Author Archives: vlm
Stormwater Outfall Mapping
Services:
- Surveying
- GPS Data Collection
- GIS and CAD Mapping
- Assessment Reports for Utility
Gloucester Township, Camden County, NJ – As required by the New Jersey Stormwater Management Rules, CES provided outfall mapping and scour/illicit connection evaluations for the Township of Gloucester. CES located all storm outfall structures for the entire Township using GPS equipment.
CES completed inspection and condition assessment with the Township’s digital and paper format requirements, evaluated and documented each storm structure for structural and functional condition, and completed all reports and maps on schedule and within budget.
Water System Mapping
Services:
- Surveying
- GIS Mapping
- Utility Mapping
- ArcGIS and AutoCAD Map
Borough of Westville, Gloucester County, NJ – CES performed AutoCAD and GIS mapping of the entire water system in the Borough of Westville. CES provided electronic CAD drawings of the water system and provided correlated GIS data. The data included field information for each structure and water line within the system. All data was coordinated with the Borough of Westville for accuracy. Water system data included adjacent municipalities serviced by the Borough of Westville.
The data has been incorporated into the GIS systems for Westville and New Jersey Department of Environmental Protection.
Stormwater Structure Assessment
Services:
- GIS Data Collection and Mapping
- ArcGIS
- AutoCAD Map
- Utility Inspection and Condition Assessment
South Jersey Transportation Authority, Atlantic County, NJ – CES located and inspected stormwater structures along 40 miles of the Atlantic City Expressway. CES used GIS data collection tools with GPS equipment. Each stormwater structure was evaluated for structural and functional condition. CES produced reports for individual structures and queries of specific data for ongoing maintenance and inspections by South Jersey Transportation Authority.
CES provided GIS data in ArcGIS format for integration into the SJTA GIS system. This database information was incorporated into the SJTA Geographical Information System. CES also provided reports for individual structures with photos and specific data reports (queries) for SJTA’s ongoing maintenance and inspections of stormwater outfalls.



Hancock’s Bridge Bank Reconstruction
- Survey
- Alternatives Analysis
- Design
- NJDEP Permitting
- ACOE Permitting
- Construction Management
- Construction Inspection
Cooper River and Newton Lake, Bank Stabilization Study
- Field Recon
- Mapping
- Stabilization Recommendations – Including alternative analysis and cost estimates
- Environmental Permit Requirements
- Report of Findings
CES studied the area from land and by boat, concluded the causes and made recommendations to reduce the amount of erosion. Our professionals noted bank stabilization alternatives, including vegetative measures, soil bio-engineering options, and structural measures, and researched environmental permitting requirements for the report. Given the large scope of the project, CES recommended a combination of solutions be incorporated over a period of years to correct the situation, while limiting the cost in any one year.
Canton Drain Bridge Replacement Main Street over Canton Drain
Services:
- Survey
- Design
- Permitting
- Construction Management
- Construction Inspection
Lower Alloway Creek Township, Salem County, NJ – To replace this deficient bridge, the project included demolition of the existing structure and replacing it with a new pre-stressed concrete box beam bridge. The plans included upgraded drainage, new wider sidewalks, curbs, approaches and sheet pile retaining walls.
Special attention was given to the environmental requirements of this coastal wetland and Bald Eagle foraging area.
Inspection included the review of all soil erosion control measures, required welding, and reinforcing rod arrangements. Activities also required review of utilities. A mislocated existing storm drain required revisions to stormwater design to adjust to it. Construction involved removal of existing pavement and installation of new pavement on approaches for both sides.
Houses Mill Pond Bridge County Bridge #1701-003
Services:
- Field Survey
- Right-of-Way
- Environmental Permitting
- Alternatives Analysis Conceptual Design Permitting
- Bid Documents
- Construction Management
- Construction Inspection
Deerfield Road Bridge (CR 540) over the Cohansey River
Services:
- Survey & Wetlands Delineation
- Bridge Alternative Analysis
- Permitting
- Hydrology/Hydraulic Analysis
- Preliminary & Final Plans
- Cost Estimate
- ROW Plans & Legal Descriptions
The project included widening to 40 feet by replacement of the existing 2-span reinforced concrete rigid frame structure. The bridge was constructed in 1924, and the existing deck geometry was inadequate per previous studies. The existing approach guiderail and concrete barrier curb across the bridge was also substandard.
CES was chosen by Cumberland County to provide services for the project that included surveying, preliminary design, alternative studies, final design, permitting, and bid documents for the bridge replacement.
Tomlinson-Mill Dam, NJ Dam #31-87
Township of Evesham, Burlington County, NJ – CES preformed an analysis to determine existing runoff, inundation mapping, and appropriate spillway design storm. The project included preparation of inundation maps suitable for inclusion to the dam’s Emergency Action Plan, and performing bathymetric cross sections of each existing pond to estimate storage volumes of the reservoir’s NJDEP/Dam Safety Flood Control (DSFC) coordination. CES coordinated initial versions of the H&H analysis through NJDEP/DSFC for confirmation of completeness and adequateness of the study and reports, and all review comments were addressed for final NJDEP approval. CES also developed an Operation and Maintenance Manual for the dam.




Cumberland County Multiple Dam Inspections
Dam structures undergo routine inspections as required by the State of New Jersey. CES was chosen by Cumberland County to provide Formal Inspection Reports for several County-owned dams.
These studies included inspection of existing bank slopes and crests, surface erosion, vegetative intrusion, and review of abutments, spillway structures, and exit channel conditions.
Most dams are older and come with culvert or bridge structured roads above. CES documented pavement conditions in these cases.
CES reviewed the latest Emergency Action Plans and Operation and Maintenance manuals to ensure compliance with the latest safety requirements.

East Lake Dam Outflow

Hands Mill Dam

Sunset Lake Dam

Davis Mill Dam