A. 
When the Commission allows work to be performed in any area subject to its review, it shall require the work to meet certain performance standards. Performance standards are intended to identify the standard of care to which the applicant must adhere in order to reduce the risk of harm to the interests protected under the Sherborn General Wetlands Bylaw and these Regulations.
B. 
The Commission, at its discretion, may conclude based on specifics of the proposed alteration, the existing site conditions, etc., that the project will not result in significant adverse effects to the interests protected under the Sherborn General Wetlands Bylaw[1] and these Regulations, and that the thresholds for the performance standards set out below have been met. Performance standards vary according to the resource area affected. The Commission may employ the performance standards contained in 310 CMR 10.00, with the following amplifications.
[1]
Editor's Note: See Ch. 226, Wetlands.
Any proposed work subject to these Regulations must have no significant adverse effect, immediate or cumulative, on the interests defined in these Regulations or on the ability of resource areas and buffer zones to function to protect those interests.
Because of its proximity to a resource area, any activity within 50 feet horizontally outward from the upland edge of a resource area ("inner buffer zone"), has a higher potential to cause adverse effects on the interests identified in § 410-1.2, particularly protection of water quality and quantity. Therefore, it is presumed that any alteration in the no-alteration zone will result in adverse effects to the interests protected by the Sherborn General Wetlands Bylaw and these Regulations. To overcome this presumption, the applicant must specifically demonstrate by a preponderance of credible evidence that the project activities will not significantly:
A. 
Result in erosion and sedimentation into adjacent wetlands and water bodies;
B. 
Alter shading to adjacent wetlands and water bodies and water temperature regimes;
C. 
Reduce input of leaf litter and woody debris to adjacent wetlands and water bodies;
D. 
Reduce the capacity of the buffer zone to detain, filter and infiltrate runoff;
E. 
Reduce the capacity of adjacent wetlands and water bodies to support wildlife (through the provision of essential upland habitat characteristics required by wildlife utilizing the adjacent wetlands or water bodies); or
F. 
Create barriers to movement of wildlife through the buffer zone or from one wetland to another;
G. 
Alter vegetation, plant community structure, and/or plant species composition unless as part of a permitted mitigation effort;
H. 
Alter surface and subsurface hydrology as measured by alterations to:
(1) 
Peak discharge.
(2) 
Runoff volume.
(3) 
Infiltration capacity.
(4) 
Base flow levels.
(5) 
Groundwater recharge.
(6) 
Direction of groundwater flow.
(7) 
Pattern of groundwater flow.
(8) 
Groundwater gradient.
(9) 
Water temperature.
(10) 
Surface water levels in ponds or confined basins;
I. 
Alter physical and/or chemical soil properties;
J. 
Alter edge effects;
K. 
Result in increased loading or runoff of contaminants (e.g., pesticides and road runoff) or nutrients.
A. 
All fill used in connection with any project under the jurisdiction of the Commission will be clean fill, containing no garbage, refuse, rubbish, industrial or commercial or municipal fill or waste, demolition debris, or septic sludge, including, but not limited to, lumber, wood, stumps, plaster, wire, rubbish, pipes, lathe, paper, cardboard, glass, metal, tires, ashes, appliances, motor vehicles or parts of any of the foregoing. No fill containing levels of oil or hazardous materials above GW-1/S-1 Method 1 Standards, as described in the Massachusetts Contingency Plan (MCP) environmental regulations, as revised, will be used in connection with any project under the jurisdiction of the Commission.
B. 
The source of any fill will be made known in writing to a member of the Commission at least one week prior to placement at the site. All environmental reports and results of chemical testing of such fill will be filed with the Commission at this time. The Commission reserves the right to require specific additional chemical testing of fill by a third party, at the applicant's expense, prior to placement at the site.
C. 
Every 18 inches of vertical fill thickness used on-site will be compacted by at least five passes of a bulldozer or equivalently weighted machine.
No stumps, trees, or branches generated during land clearing are to be buried on the site. The Commission may require that applicants submit original transport bills of lading indicating off-site transport of stumps, signed by the hauler and receiver of the material.
No discharge from swimming pools, water filtration systems, water softening systems, or the pumping out of basements is permitted into abandoned wells or cisterns, or any areas protected by these Regulations without a negative determination or an order of conditions specifically allowing such activity.