Form NY-2C (NY-2A) Supplement A, C: ESTUARY "Mixing Zone Requirements for Discharges to Estuaries" - New York

What Is Form NY-2C (NY-2A) Supplement A, C: ESTUARY?

This is a legal form that was released by the New York State Department of Environmental Conservation - a government authority operating within New York. As of today, no separate filing guidelines for the form are provided by the issuing department.

Form Details:

  • Released on December 1, 1998;
  • The latest edition provided by the New York State Department of Environmental Conservation;
  • Easy to use and ready to print;
  • Quick to customize;
  • Compatible with most PDF-viewing applications;
  • Fill out the form in our online filing application.

Download a fillable version of Form NY-2C (NY-2A) Supplement A, C: ESTUARY by clicking the link below or browse more documents and templates provided by the New York State Department of Environmental Conservation.

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Download Form NY-2C (NY-2A) Supplement A, C: ESTUARY "Mixing Zone Requirements for Discharges to Estuaries" - New York

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BWP SPDES Forms (12/98) - Supplement C: ESTUARY
Page 1 of 1
State Pollutant Discharge Elimination System (SPDES)
INDUSTRIAL APPLICATION FORM NY-2C & MUNICIPAL APPLICATION FORM NY-2A
Supplement A
MIXING ZONE REQUIREMENTS FOR DISCHARGES TO ESTUARIES
Facility Name:
SPDES Number:
NY
Mixing Zone Analysis For Estuarine Marine Waters
Data Requirements - Pipe Discharge
DO
OUTFALL
MEAN LOW WATER
DISTB
HA/HD
OUTFALL
HO
Discharge outfall height = Hk
Ft:______________
Average Depth = HA/HD
Ft:______________
Distance to the Bank = DISTB
Ft:______________
Outfall/Port Diameter = Dk
Ft:______________
Discharge Velocity = Uk
FPS:______________
Design Discharge Flow = Qk
CFS:______________
0
1
Actual Average Flow
= Qk
CFS:______________
1
1,2
Average Peak Flow
= Qk
CFS:______________
2
3
Discharge Density = RHOk
Kg/m
______________
3
3
Surface Density
- Tidal Waters = RHOAS
Kg/m
______________
3
3
Bottom Density
- Tidal Waters = RHOAD
Kg/m
______________
Provide Stage VS. Time data over a tidal cycle
--See above diagram
Provide Tidal Velocity VS. Time data over a tidal cycle
--See above diagram
1
Note:
Two year period shall be used.
2
Yearly average of monthly hourly maximum effluent flow.
3
Upstream of the discharge site
BWP SPDES Forms (12/98) - Supplement C: ESTUARY
Page 1 of 1
State Pollutant Discharge Elimination System (SPDES)
INDUSTRIAL APPLICATION FORM NY-2C & MUNICIPAL APPLICATION FORM NY-2A
Supplement A
MIXING ZONE REQUIREMENTS FOR DISCHARGES TO ESTUARIES
Facility Name:
SPDES Number:
NY
Mixing Zone Analysis For Estuarine Marine Waters
Data Requirements - Pipe Discharge
DO
OUTFALL
MEAN LOW WATER
DISTB
HA/HD
OUTFALL
HO
Discharge outfall height = Hk
Ft:______________
Average Depth = HA/HD
Ft:______________
Distance to the Bank = DISTB
Ft:______________
Outfall/Port Diameter = Dk
Ft:______________
Discharge Velocity = Uk
FPS:______________
Design Discharge Flow = Qk
CFS:______________
0
1
Actual Average Flow
= Qk
CFS:______________
1
1,2
Average Peak Flow
= Qk
CFS:______________
2
3
Discharge Density = RHOk
Kg/m
______________
3
3
Surface Density
- Tidal Waters = RHOAS
Kg/m
______________
3
3
Bottom Density
- Tidal Waters = RHOAD
Kg/m
______________
Provide Stage VS. Time data over a tidal cycle
--See above diagram
Provide Tidal Velocity VS. Time data over a tidal cycle
--See above diagram
1
Note:
Two year period shall be used.
2
Yearly average of monthly hourly maximum effluent flow.
3
Upstream of the discharge site