suffolk county department of health services alternative ossds study to investigate systems capable...
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architects + engineers
INVESTIGATION OF ALTERNATIVE ON-SITE SEWAGE DISPOSAL SYSTEMS (OSSDS) CAPABLE OF MEETING EFFLUENT TOTAL NITROGEN REQUIREMENT OF 10
MG/L OR LESS
NYC Watershed/Tifft Science & Technical Symposium
September 19, 2013
Suffolk County Department of Health Services Alternative OSSDS study to
investigate systems capable of treating wastewater to total nitrogen levels
less than 10 mg/L.
Investigation broken down into two flow categories:
– Single-family residential dwellings: 300 - 1,000 gpd
– Other than single-family residential dwellings: 1,000 – 30,000 gpd
Study organization (process of elimination): Task II – Research Task IV – Selection, Evaluation, and Sampling Task VI – Cost and Benefit analysis Task VIII – Investigation of Alternative OSSDS installations in
four (4) states of MA, RI, NJ, and MD Task IX – Summary report
INTRODUCTION
Purpose: Research and review of alternative OSSDS technologies capable of treating wastewater flows to effluent TN levels of 10 mg/L.
Research– Over 60 websites– Product brochures– Case study reports– Research paper– National Sanitation Foundation (NSF) 245 Standards for Nitrogen
Removal
Database created for SCDHS
TASK II - RESEARCH
TN ≤ 10 mg/L 6%
TN > 10 mg/L94%
Purpose: Selection, sampling and evaluation of alternative OSSDS recommended for further consideration.
Verified system manufacturers’ claims of performance Broken down into 2 subtasks:
– Task IV (A) – Evaluation and selection of alternative
technologies
– Task IV (B) – Field sampling of currently installed systems
TASK IV – SELECTION, SAMPLING, AND EVALUATION
18 technologies selected from 13 manufacturers
Letters were sent out requiring:
– List of available models and sizes for each selected
technology
– Location of installations
– Available performance data for each installed system
– Technical drawings
Based on submissions the list of acceptable technologies was reduced to 4.
TASK IV (A)
TASK IV (A)
Commercial Applications (1,000-30,000 gpd)
Aquapoint’s Bioclere®,
BioMicrobics’ MicroFAST®, NitriFAST®, ABC®-N
WesTech’s STM-AerotorsTM,
Lombardo Associates’ NitrexTM System (with SeptiTech’s
SeptiTech®, Orenco’s Advantex®, and Waterloo Biofilter’s
Waterloo Biofilter® Nitrifying systems)
Residential Applications (300-1,000 gpd)
BioMicrobics’ MicroFAST®
Lombardo Associates’ NitrexTM System (with Orenco’s
Advantex®, and Waterloo Biofilter’s Waterloo Biofilter®
Nitrifying systems)
63 18 4
2 (Residential)
4 (Commercial)
?
AquaPoint – Bioclere® System
TASK IV (A)
BioMicrobics – MicroFAST® System
TASK IV (A)
BLOWER
WASTEWATER INFLUENT
TREATED EFFLUENT
PRIMARY ZONE SECONDARY ZONE
MICROFAST® UNIT
WesTech – STM - AerotorTM
TASK IV (A)
PROCESS TANK CLARIFIER
Lombardo Associates, Inc. – NitrexTM System
TASK IV (A)
DECANT CHAMBER
SOLIDS PUMP-BACK
RECIRCULATION PUMP
WASTEWATER INFLUENT
TREATED EFFLUENT
FILTER POD
BIOTUBE FILTER
PROCESSOR TANK
WIRE MESH
BASKET
Orenco System, Inc. – Advantex® SystemWaterloo Biofilter, inc. – Waterloo Biofilter®SeptiTech, inc. – SetpiTech® System
TASK IV (B)
Sampling Coordination
H2M Sampling Phase
Lab Analysis
Data Coordination and Analysis
System Manufacturer
Homeowners/ Commercial
Property
Independent Operators
CDM
CDM Field
Engineers
H2M Labs
Shipment Prepare Bottles:BOD, TSS, TKN, TN
Reported to SCDHS
Average TN Concentrations - Residential Dwellings
TASK IV (B)
BioMicrobics MicroFAST®(mg/L)
Lombardo Associates NitrexTM
(mg/L)Influent Effluent Influent Effluent
Site 1 18.0 14.2 110.0 1.8
Site 2 1.3 4.2 48.1 3.0
Average TN Concentrations - Commercial Applications
AquaPoint Bioclere®(mg/L)
BioMicrobics MicroFAST®
(mg/L)
Lombardo Associates NitrexTM
(mg/L)
Influent Effluent Influent Effluent Influent Effluent
Site 1 59.5 8.6 68.9 13.4 23.0 1.5
Site 2 26.4 8.2 83.0 6.5 52.8 1.6
Site 3 - - - - 81.3 1.7
Location of systems samples:– Massachussetts, Maryland, Minnesota, California
Influent and effluent grab samples
Parameters analyzed included: Alkalinity, BOD, TSS, & TN
TASK VIII - INVESTIGATION OF INSTALLATIONS IN FOUR (4) STATES OF MA, RI, NJ, AND MD
Purpose: Investigate and evaluate the conditions and restrictions set for the installation of alternative OSSDS in Massachusetts, Rhode Island, New Jersey, and Maryland.
Restrictions and items evaluated:
– Buffer distance requirements
– Minimum lot size requirements
– Operator service contract requirements
– Sampling, testing, and reporting
– Effluent requirements for installed systems
TASK VIII – REQUIREMENTS SET FOR THE INSTALLATION
REQUIREMENTS I. MASSACHUSETTS II. RHODE ISLAND III. NEW JERSEY IV. MARYLANDEFFLUENT REQUIREMENTS
Biochemical Oxygen Demand (BOD) 30 mg/L 30 mg/L 30 mg/L 30 mg/L
Total Suspended solids (TSS) 30 mg/L 30 mg/L 30 mg/L 30 mg/L
Total Nitrogen (TN)
25 mg/L
(19 mg/L in Nitrogen Sensitive Areas)
19 mg/L and 50% removal 14 mg/L 50% removal
SEPARATION DISTANCES Minimum Horizontal Separation (from septic tank)
Property line 10 ft. 10 ft. 5 ft. 10 ft.
Private well 50 ft. 75 ft. 50 ft. 50 ft.
Public Water Supply 50 ft. 200 ft. 50 ft. 100 ft.
Wetland 100 ft. 200 ft. 300 ft. -
Vertical Separation (depth to groundwater) 4-5 ft. 4 ft. 4-5 ft. 4 ft.
DESIGN REQUIREMENTS
Minimum Lot Size Max effluent loading rate 0.15 gpd/sq. ft.
Min lot size of 2 ac for a conventional septic system
(≥ 1/6 ac lot for an alternate system)
3.2 ac lot for a conventional septic system (≥ 1
ac lot for an alternate system)
Minimum lot size of 10,000 sq. ft. or 1/4 ac
Minimum Design Flow
330 gpd (440 gpd/ac in Nitrogen Sensitive
Areas)
345 gpd 350 gpd 250 gpd
OPERATIONS AND MAINTENANCE REQUIREMENTS
Operations & Maintenance Contract
O&M contract required for the life of each installed I/A system.
Annual O&M contract required as stated in the certification letters issued by the Department of Environmental Managements for each alternate system.
O&M contract required for first five (5) years of piloting program.
O&M contract required for first five (5) years of installation paid for by BRF grant. Property owners within Critical Area are required to maintain a O&M contract at their expense. Property owners outside this zone are recommended to maintain a contract.
System Monitoring
Monitoring of system per approval letter specific to each technology.
Three (3) residential systems are required to be monitored for a minimum of two (2) years for each technology. Commercial systems 2,000 gpd and greater are required to be monitored quarterly as required in the issued permit.
Sampling performed on a quarterly bases for the first three (3) years of piloting program on effluent samples only.
Quarterly effluent samples for the first five (5) years of installation under the O&M contract. No additional sampling required.
TASK VI - COST AND BENEFIT ANALYSIS
COST COMPONENT BIOMICROBICS - MICROFAST®
LOMBARDO ASSOCIATES, INC. - NITREX
TM CONVENTIONAL SEPTIC SYSTEM
Permitting and Regulatory Requirements $5,000 $7,500 $650 Treatment Components (Including Ancillary Equipment and Contractor Markup)
$7,000 $19,500 $3,700
Construction and Installation $13,000 $14,500 $730
TOTAL $25,000 $41,500 $5,080
Annual O & M $1,700 $1,400 $160
Residential System Costs
Purpose: Cost and benefit analysis of alternative OSSDS recommended for use in Suffolk County in both residential and commercial applications.
Cost:– Quotes from system manufacturers and local
manufacturers were obtained.
– Costs of systems were based on criteria established if the systems were to be installed in Suffolk County.
TASK IX -CONCLUSIONS AND RECOMMENDATIONS
Future Work
– Further study and modeling are necessary to further evaluate the alternative on-site sewage disposal systems.
– In depth analysis considering fluctuations in influent strength and inconsistent flow patterns.
Presented by:Eliora Bujari
575 Broad Hollow Road, Melville, New York 11747 t 631.756.8000 f 631.694.4122175 Pinelawn Road, Suite 308, Melville, New York 11747 t 631.756.8000 f 631.393.6322
11 Computer Drive West, Suite 102, Albany, New York 12205 t 518.621.7558 f 518.621.7658254 South Main Street, Suite 500, New City, New York 10956 t 845.499.2264 f 845.499.2265
119 Cherry Hill Road, Suite 200, Parsippany, New Jersey 07054 t 862.207.5900 f 973.334.0507
www.h2m.com
Questions?
SCDHS Website: http://www.suffolkcountyny.gov/Departments/HealthServices
architects + engineers