Wildwood WWTF (L&A)Print Form
_ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
= WASTEWATER TREATMENT FACILITY
DESIGN, PLANNING AND FLOW MANAGEMENT
2013 ANNUAL CERTIFICATION FORM
PERMITTEE NAME FACILITY NAME NYSDEC
REGION SPDES
NUMBER
Wappinger (T) Wildwood WWTF (L&A) 3 NY0037117
Section 1 -Flow: Compare the annual average flow to the flow limit in the nermit•
For WWTFs monitoring monthly average flow, calculate annual average flow by averaging the 12 monthly average flows for 2013.
For WWTFs monitoring quarterly average flow, calculate annual average flow by averaging the 4 quarterly flows for 2013.
For WWTFs monitoring semiannual flow, calculate annual average flow by averaging the 2 semiannual measurements for 2013.
For WWTFs monitoring annual average flow or 12 month rolling average flow, use the annual average flow calculated for 2013.
Year-round value Season 2
(Or Season 1) (+,fapplicable)
Indicate dates that seasonal limits apply: ------._...._.____._-.'
a. What was the actual annual average flow, using the appropriate method above? '085 MGD
b. What is the design flow of the W WTF? .100 MGD
c. What is 95% of the design flow of the WWTF? (multiply line lb by 0.95) '095 MGD
d. Did the annual average flow exceed 95% of the design flow? (Is line 1 a greater than line 1 c?) ~ Yes ~ No
If the answer to ld above isles, a Flow Management Plan must be prepared in accordance with 6 NYCRR Part 750-2.9(c)(1)
and be submitted to the Regional Water Engineer no later than August 1, 2014.
Sep 22, 2006
e. Has a Flow Management Plan been submitted to NYSDEC? ~ Yes ~ No If yes, date submitted - --- - --- ---
Section 2 -Loadings: Comaare the design BOD and TSS influent loadings to the actual BOD and TSS loadin~s•
For WWTFs monitoring monthly average loadings, use the actual loadings as reported on your DMRs during calendar year 2013.
For WWTFs monitoring quarterly, semiannual, or annual loadings, calculate the actual loadings by averaging the loadings as
reported during calendar year 2013.
For WWTFs that have no influent monitoring requirements please check this box and proceed to Section 4:
Year-round value Season 2
(or Season 1) (if applicable)
a. The Design influent loading for BOD (or CBOD if applicable) is: 250 lbs/d
250
b. The Design influent loading for Total Suspended Solids is: lbs/d
- Form continues on other side -
AFCForm-2013-I
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
WWTF DESIGN, PLANNING AND FLOW MANAGEMENT
2013 ANNUAL CERTIFICATION FORM
Page 2 of 2
Section 2. Loadings (continued):
Answer question 2c for the MOST FREQUENT monitoring period required by the permit. Only ONE BOX should be checked for
question 2c.
Using the WWTF operational data submitted on the DMRs for 2013, determine whether the actual influent loading for either BOD (or
CBOD) or TSS exceeded the design influent loading (from 2a and 2b) for the time periods listed below.
c. For WWTFs monitoring monthly loadings: Was design exceeded for any eight months? ^ Yes ~ No
c. For WWTFs monitoring quarterly_loadings: Was design exceeded for any three quarters? ^ Yes ^ No
c. For WWTFs monitoring semiannual loadings: Was design exceeded for both semiannual periods? ~ yes ~ No
c. For WWTFs monitoring annual loadings: Was design exceeded for the annual period? ~ Yes ~ No
If the answer to 2c is Yes, a Plan for Future Growth must be submitted to the Regional Water Engineer in accordance with
6 NYCRR Part 750-2.9(c)(2) no later than August 1, 2014.
For all permittees: Part of Permit
d. Has a Plan for Future Growth been submitted to NYSDEC? ~ Yes ~ No If yes, date submitted: __ ............._______....___. __
e. Has the WWTF discharge exceeded the SPDES pennit effluent limit for BOD, CBOD, Ultimate Oxygen Demand or Total
Suspended Solids for any four or more months during two consecutive calendar quarters, or (for facilities with quarterly
monitoring) for two consecutive quarters? ~ Yes ~ No
Section 3 - Imalementation of Plan for Future Growth and Sewer Moratorium•
If the answers to BOTH 2c and 2e are Yes, the permittee must begin implementation of the Plan for Future Growth and immediately
cease the approval of further sewer connections to the WWTF in accordance with 6 NYCRR 750-2.9(c)(3).
Section 4 -Additional Information:
a. Is the WWTF currently under an Order on Consent to address flow and/or loading concerns? ~ Yes ~ No
b. Are additional comments and explanations attached to this form? ~ Yes ~ No
Certification Statement
"1 cent fy under penalty of Icnv that this doca~ment and all attachments tivere prepared under my direction or supervision in
accordance tivith a system designed to assure that qua) j?ed personnel properly gathered and evaluated the information submitted.
Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that
there are sign j?cant penalties for submitting false information, including the possibility of fine and imprisonment for knowing
violations. "
Print Name: ~~ Tb Q ~ /~1 - `'t,t ~ Z / ~~ Title: ~ ~~ c.> r v i' S r'v'--
Signature: ~~ . ~. _____. __ Date:...
This form must be signed by the Chief Fis Officer of the pennittee
AFCForm-2013-2
_ NEW YORK STATE DEPARTMENT OF ENVIIZONMENTAL CONSERVATION
`~ WASTEWATER TREATMENT FACILITY
~ DESIGN, PLANNING AND FLOW MANAGEMENT
ANNUAL CERTIFICATION FORM INSTRUCTIONS
Please complete the attached form in accordance with the instructions below. If you have questions regarding the information or
calculations required to complete this form, please contact the Regional Water Engineer at the NYSDEC regional office listed below
or identified on the RECORDING, REPORTING AND MONITORING page of your SPDES Permit.
Section 1-Flow: Compare the annual avera:?e flow to the flow limit in the Hermit:
All flow calculations must be based on total flow. For wastewater treatment facilities (WWTF) with one monthly average flow limit,
calculate the average annual flow by averaging the 12 monthly average flows reported on the monthly DMRs for calendar year 2013.
For WWTFs monitoring quarterly average flow, calculate the average annual flow by averaging the 4 quarterly flows for 2013. For
WWTFs monitoring semi-annual flow, calculate the average annual flow by averaging the 2semi-annual measurements for 2013. For
WWTFs monitoring annual average flow or 12 month rollin are vera eg flow, use the annual average flow calculated for 2013.
For W WTFs with seasonal flow limits, calculate the average flow for each of the seasonal flow limits based on the data collected
during calendar year 2013 ,and include the dates used for the seasonal flow rate calculations in the spaces provided. For example, if
the facility has seasonal limits that apply from May through October, Season 1 would be the average flow from May through October,
while Season 2 would be the average flow from January through April and November through December. If either of the seasonal
calculations exceeds 95% of the design flow, the "Yes" box for question ld must be checked and a Flow Management Plan must be
prepared in accordance with 6 NYCRR Part 750-2.9(c)(1) and submitted to the Regional Water Engineer no later than .
If a Flow Management Plan has previously been submitted to NYSDEC, check "Yes" for question le and provide the date the plan
was submitted.
The design flow of the WWTF shall be in accordance with that listed in the most recent design documents or treatment plant rating
submitted to and approved by this Department. If the design flow for the WWTF is unknown, the design flow should be estimated
using the "Recommended Standards for Wastewater Facilities, 2004 Edition" (Ten States Standards), which can be ordered from
Health Education Services at: http://www.healthresearch.org/store
The requirements for the flow management plan contained in 6 NYCRR Part 750-2.9(c)(1) can be found on the NYSDEC website at:
http://www.dec.ny.gov/regs/4584.html
Section 2 - Loadings: Compare design BOD and TSS influent loadings to actual BOD and TSS loadinz?s:
The design influent loadings are not included on the preprinted DMR. These numbers may be found in the WWTF's engineering
design documents, O&M plans, or in more recent engineering reports if the WWTF has had a recent upgrade. Use the most recent
design loadings data available for purposes of this calculation. If you cannot locate the WWTF's design influent loadings criteria,
please contact the WWTF's design engineer. If the design loadings for the WWTF facility are unknown, the loadings should be
estimated using the "Recommended Standards for Wastewater Facilities, 2004 Edition" (Ten States Standards), which can be ordered
from Health Education Services at: http://www.healthresearch.org/store
If the WWTF uses Biochemical Oxygen Demand (BOD) as a measure of treatment system performance, use BOD loadings in the
calculation of influent loadings. If the facility uses CBOD as a measure of treatment system performance, use CBOD loadings in
these calculations.
If no influent monitoring is required, check the box under Section 2 and proceed to Section 4.
To calculate the actual influent loadings in lbs/day, WWTFs that perform daily sampling should multiply the average monthly
concentration on the DMR (in mg/1) by the average monthly flow (in MGD) and a conversion factor of 8.34. For WWTFs with less
than daily sampling, i.e., monthly, weekly, etc., the daily flow from the WWTF on the date that the sample was collected shall be used
to determine the loadings. These individual daily loadings should be averaged for the monthly actual influent loading. For WWTFs
monitoring quarterly, semiannual, or annual loadings, calculate the actual loadings by averaging the loadings as reported during
calendar year 2013 .
If either of the seasonal calculations exceeds the design loading, the "Yes" box for question 2c must be checked. Should the actual
influent loading for either BOD (or CBOD) or TSS exceed the design influent loading, an explanation for these exceedances may be
submitted with the completed form. If a written explanation is attached, check the "Yes" box for question 4b. If a Plan for Future
Growth was previously submitted to NYSDEC, indicate the date that the plan was submitted in question 2d.
The requirements for the plan for future growth contained in 6 NYCRR Part 750-2.9(c)(2) can be found on the NYSDEC website at:
http:/hvww.dec.ny.gov/regs/45 84.htm 1
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Section 3 - Imalementation of Plan for Future Growth and Sewer Moratorium
Review the WWTF's DMRs to determine whether the discharge from the WWTF has exceeded the SPDES permit effluent limit for
BOD, CBOD, Ultimate Oxygen Demand (including 28 day BOD), or Total Suspended Solids for any four or more months during two
consecutive calendar quarters during . If the answer to this question is "Yes", an immediate moratorium on additional sewer
connections shall be imposed and the approval of sewer connections to the WWTF must cease immediately. The requirements for the
sewer connection moratorium contained in 6 NYCRR Part 750-2.9(c)(3) can be found on the NYSDEC website at:
http://www.dec.ny.gov/regs/45 84. htm 1
Section 4 -Additional Information•
If the facility is currently under aNYSDEC-issued Order on Consent that addresses flow and/or loadings concerns, check the "Yes"
box for question 4a.
If additional comments or explanations are attached, check the "Yes" box for question 4b.
Certification Statement:
This form must be signed by the municipality's chief fiscal officer, mayor, comptroller, treasurer, city manager, or chief financial
officer. This person may differ from the person who signs the facility's DMR.
Submittal Instructions:
Submit the completed form, with original signature, by March 28, 2014 to:
NYSDEC
Bureau of Water Compliance
625 Broadway
Albany NY 12233-3506
Submit a copy of the original and completed form to the Regional Water Engineer at the address listed below or on the
RECORDING, REPORTING AND MONITORING page of your SPDES Permit.
REGIONAL WATER ENGINEER CONTACT INFORMATION
NYSDEC Regional Offices
Address: (Mail form to "Regional Water Engineer") Phoue Number
NYSDEC Region 1, SUNY Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409
Nassau and Suffolk Counties (631) 444-0405
NYSDEC Region 2, One Hunters Point Plaza, 47-40 21st St, Long Island City, NY 11101-5407
Bronx, Kings, New York, Queens and Richmond Counties (718) 482-4933
NYSDEC Region 3 Sub-Office, 100 Hillside Ave, Suite 1 W White Plains
NY 10603
,
Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster and Westchester Counties (g45) 256-3000
NYSDEC Region 4, 1130 North Westcott Road., Schenectady, NY 12306-2014
Albany, Columbia, Delawaze, Greene, Montgomery, Otsego, Rensselaer, Schenectady, and Schoharie Counties (518) 357-2045
NYSDEC Region SSub-Office, 232 Golf Course Road, Warrensburg, NY 12885
Clinton, Essex, Franklin, Fulton, Hamilton, Saratoga, Warren and Washington Counties (518) 897-1241
NYSDEC Region 6, State Office Bldg.,317 Washington St., Watertown, NY 13601-2245
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NYSDEC Region 7, 615 Erie Boulevard West, Syracuse, NY 13204-2400
Broome, Cayuga, Chenango, Cortiand, Madison, Onondaga, Oswego, Tioga and Tompkins Counties (315) 426-7500
NYSDEC Region 8, 6274 East Avon-Lima Rd., Avon, NY 14414-9519
Chemung, Genesee, Livingston, Monroe, Ontario, Orleans, Seneca, Schuyler, Steuben, Wayne and Yates Counties (585) 226-2466
NYSDEC Region 9, 270 Michigan Ave., Buffalo, NY 14203-2999
Allegany, Cattazaugus, Chautauqua, Erie, Niagara and Wyoming Counties (716) 851-7070
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