HomeMy WebLinkAbout20240348 1 Kaydeross West Site Plan Water and Sewer Engineers Report 2024.04.26
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1 Kaydeross Redevelopment
Water and Sewer Study
City of Saratoga Springs, New York
Developer: 1 Kaydeross Avenue West LLC
1700 Shawsheen, 2nd Floor, Tewksbury, MA 01873
Engineers Report
April 26, 2024
1 Kaydeross Redevelopment | City of Saratoga Springs, New York
Water and Sewer Report
April 26, 2024
GPI# ALB-2300120.00 p a g e | 2
T a b l e o f C o n t e n t s
T a b l e o f C o n t e n t s..................................................................................................................... 2
A p p e n d i c e s ......................................................................................................................................... 2
1.0 INTRODUCTION ........................................................................................................................................................... 3
2.0 PROJECT PLANNING AREA ....................................................................................................................................... 3
3.0 EXISTING WATER AND SEWER SYSTEM .............................................................................................................. 4
4.0 PROPOSED WATER AND SEWER SYSTEM DEMANDS .................................................................................... 5
5.0 PROPOSED WATER AND SEWER SYSTEM ........................................................................................................... 5
6.0 OWNERSHIP OF PROPOSED INFRASTRUCTURE ............................................................................................... 6
7.0 ANNUAL USAGE COSTS ............................................................................................................................................ 6
8.0 EASEMENTS AND RIGHT-OF-WAYS ..................................................................................................................... 6
9.0 FUTURE ACTIONS FOR PROJECT PERMITTING AND APPROVAL ................................................................ 7
10.0 CONCLUSIONS AND RECOMMENDATIONS .................................................................................................. 7
A p p e n d i c e s
Appendix A: Project Location Map
Appendix B: Cultural Resources Documentation
Appendix C: Annual Drinking Water Quality Report 2023
Appendix D: Proposed Water and Sewer System
1 Kaydeross Redevelopment | City of Saratoga Springs, New York
Water and Sewer Report
April 26, 2024
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1.0 INTRODUCTION
The purpose of this Engineer’s Report is to present data and information relative to the options for water
supply and sewer to serve the proposed retail building project, hereafter termed the “project site”. The
project site is located near the intersection of Kaydeross Ave. W and NYS Route 9 in the City of Saratoga
Springs, Saratoga County, New York.
The proposed action involves the construction of a new ±4,000 SF building and all associated site
improvements, including, driveways, parking spaces, sidewalks, curbs, and landscaping. A site location
map is attached in Appendix A.
Included in this Engineer’s Report are the following:
Description of the existing water and sewer supply distribution systems within the City of
Saratoga Springs;
Estimation of the proposed development’s water and sewer demand;
Description of the water supply and sewer distribution systems required to service the
proposed project.
Criteria outlined in the Great Lakes Upper Mississippi River Board of State Public Health and
Environmental Managers (10 State Standards), “Recommended Standards for Water Works”, 2007
Edition have been considered in the development of this report.
2.0 PROJECT PLANNING AREA
2.1 Project Location
The project site is located near the intersection of Kaydeross Ave. W and NYS Route 9 in the City of
Saratoga Springs. The property contains an existing restaurant building as well as an existing residential
building and parking area. See the attached Site Location Map in Appendix A.
2.2 Environmental Resources
Soils
The on-site soils are primarily Bernardston soils. Bernardston soil types have a depth to groundwater
are greater of 18 to 24” and have a depth to bedrock ranging from 20 to 30 inches. This information was
taken from the Soil Survey of Saratoga County, New York, published by the United States Department of
Agriculture.
Wetlands and Watercourses
No wetland disturbance is required for the construction of the on-site water and sewer distribution
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Water and Sewer Report
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system.
Floodplains
The site is located outside of the 100-year flood plain with no impact to the floodway conveyance
capacity.
Cultural Resources
A review of the New York State Office of Parks, Recreation and Historic Preservation’s (NYSOPRHP) GIS
Public Access Map, identified that there were no potential cultural resources being present within the
project area. The cultural resources documentation will be found in Appendix B.
Threatened and Endangered Species
Based on a review of the New York State Department of Environmental Conservation’s Environmental
Resource Mapper, there are no known rare plants and animals to be encountered within the project
area.
3.0 EXISTING WATER AND SEWER SYSTEM
3.1 Water Supply, Treatment, Storage and Distribution
The City of Saratoga Springs receives surface water mainly from the Loughberry Lake Watershed. The
Loughberry Lake source is treated conventional at the Excelsior Avenue treatment plant with
flocculation, sedimentation and filtration. It is disinfected with a combination of ultraviolet light and
sodium hypochlorite application. Fluoride is added to attain the optimal level of fluoride in the finished
water to aid in tooth decay. Phosphate is added for corrosion control. According to the City of Saratoga
Springs 2024 Water Quality Report, the system provides water through 9,680 service connections. The
reported average daily demand in 2023 was 4,201,000 gallons. During 2023 the system did not
experience any restrictions to their water source and therefore is capable of providing the site with
adequate water. The Annual Drinking Water Quality Report for 2023 can be found in Appendix C.
The project site is located within City of Saratoga Springs Water District. The existing water distribution
system currently provides water to the project site through a 6-inch ductile iron water line that runs
along NYS Route 9 and Kaydeross Ave. W
3.2 Sewer System
The existing restaurant building discharges wastewater to the east to a 1,500 gallon grease trap
and then a 2,500 gallon septic tank. A concrete dosing tank pumps the wastewater to two
raised bed absorption fields that are 75’ x 20’ each. The existing residential build has a separate
septic tank and absorption bed that will be removed as part of this project.
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4.0 PROPOSED WATER AND SEWER SYSTEM DEMANDS
4.1 Anticipated Water Demand
Design demands for the proposed development were derived from Table 3 of the NYSDEC Design
Standards for Wastewater Treatment Works, 1988 and equating wastewater generation to water
demand. Based upon Table 1: “Projected Water Demands” below, the average daily demand of the Retail
Building is 400 gallons per day (gpd) or 0.3 gallons per minute (gpm). The City of Saratoga Springs has
ample excess water supply to meet the anticipated project’s demands.
A maximum daily demand factor of 2.0 was used yielding a max day demand of 800-gpd or 0.6-gpm. The
peak hourly flow is calculated by multiplying the average daily flow by a peaking factor. Based on Figure
1 of the “Recommended Standards for Wastewater Facilities, 2004” a peaking factor of 4.0 is suitable
for this project. Based on the peaking factor of 4.0, the peak hourly flow is projected to be 1.2-gpm.
Table 1: Projected Water and Sewer Use
Land Use
Unit
Unit Qty
Unit Rate
(1)
(gpd/unit)
Water
Saving
Credit (2)
(%)
Flow Rate
w/ Credit
(gpd/unit)
Average
Daily Flow
(gpd)
Office Building Sq. Ft. 4,000 0.1 400
TOTAL: 400
Max Day Peaking Factor: 2.0
Max Daily Flow (gpd): 800
Max Daily Flow (gpm): 0.6
Peak Hour Peaking Factor: 4.0
Peak Hourly Flow (gpm): 1.2
Table 1 Notes:
1. Hydraulic Loading Rates from Table 3 of the NYSDEC Design Standards for Intermediate Sized Wastewater Treatment Systems 2014
unless otherwise noted below.
2. NYSDEC allows for up to 20% reduction in flows for installations equipped with certified water‐saving plumbing fixtures.
5.0 PROPOSED WATER AND SEWER SYSTEM
5.1 Water System Improvements Design
The existing 6” water main along this section of NYS Route 9 will be tapped for a new 1” service line. The
existing service line for the residential building will be removed per the City of Saratoga Springs standards.
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The new 1” service line will be installed to the new retail building for a length of approximately 50’±. A
new water meter will be installed inside the proposed retail building. A plan showing the proposed water
system is provided in Appendix D.
5.2 Sewer System Improvements Design
This project proposes to remove the existing residential building and its associated septic system. The
restaurant building will need to have a new dosing pump tank installed and it will be relocated to allow
for a new driveway connection. This system will be replaced in kind and connected to the existing septic
tank and absorption bed. The proposed retail building will have a new 1,000 gallon septic tank located
on the southwest corner of the building. Approximately 330 LF of 4 ” PVC will be installed to convey the
wastewater to a dosing tank near the existing absorption beds. A new 20 ’ x 75’ raised bed absorption field
will be installed adjacent to the existing absorption beds to treat the wastewater from the retail building.
A plan showing the proposed sewer system is provided in Appendix D.
6.0 OWNERSHIP OF PROPOSED INFRASTRUCTURE
The City of Saratoga Springs would accept the portion of the completed infrastructure up to the curb
stop if the proposed water system is built to their standards. The new building would be included in the
City of Saratoga Springs Water District and would be responsible for annual costs as described below.
7.0 ANNUAL USAGE COSTS
Water usage within the proposed site will be recorded by individual water meters associated with the
new building.
The average City of Saratoga Springs Water District water usage rate is $1.75 per 1,000 -gallons. Given
the assumed average daily demand of 400-gpd the projected annual cost for water usage is
approximately $255.
8.0 EASEMENTS AND RIGHT-OF-WAYS
A portion of the new water line is located within the right-of-way for NYS Route 9. The connection to the
existing 6” water main and 1” service line up to the curb stop will require approval from NYSDOT for
work in their right-of-way.
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9.0 FUTURE ACTIONS FOR PROJECT PERMITTING AND
APPROVAL
The following permits and/or approvals have either been obtained or are being applied for at this time
for providing improvements to the existing on-site municipal water supply and sewer system:
New York State Department of Transportation
o Driveway and Utility Permit
New York State (NYS) Department of Health
o Septic System Plan Approval
NYS Office of Parks, Recreation & Historic Preservation
o Coordination under UPA
City of Saratoga Springs
o Site Plan Approval
10.0 CONCLUSIONS AND RECOMMENDATIONS
GPI has completed the investigation and analysis of water supply and sewer for the proposed retail
building located at 1 Kaydeross Ave. W in the City of Saratoga Springs, Saratoga County, New York. The
proposed action involves the construction of a new ±4,000 sf retail building and all associated site
improvements, including, driveways, parking spaces, sidewalks, curbs, and landscaping
Based upon the proposed development, a projected average day water demand of 400 -gpd or 0.3- gpm
is expected. Given the appropriate peaking factors of 2.0 and 4.0, the projected max day and peak hourly
demand is 0.6-gpm and 1.2-gpm respectively.
The water supply will be provided by the City of Saratoga Springs Water District. The water district
receives surface water mainly from the Loughberry Lake Watershed. There were no restrictions on the
water system in 2023 so the existing water distribution system will have the capacity to meet the
proposed demand. The current City of Saratoga Springs Water District water usage rate is $1.75 per
1,000-gallons Given the assumed average daily demand of 400 GPD, the projected annual cost for water
usage is approximately $255.
The existing septic system for the restaurant building will remain with a new dosing tank installed. A
new septic system will be installed for the retail building with a new separate septic tank, dosing tank
and absorption bed.
1 Kaydeross Redevelopment | City of Saratoga Springs, New York
APPENDIX A
Project Location Map
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
1 KAYDEROSS AVE - ENERGY NORTH GROUP
LOCATION MAP
1 KAYDEROSS AVE WEST
SARATOGA SPRINGS, NEW YORK
PROJECT
LOCATION
1 Kaydeross Redevelopment | City of Saratoga Springs, New York
APPENDIX B
Cultural Resources Documentation
CORRESPONDENCE
FROM SHPO WILL BE
INCLUDED ONCE
RECIEVED
1 Kaydeross Redevelopment | City of Saratoga Springs, New York
APPENDIX C
Annual Drinking Water Quality Report 2023
1
Annual Drinking Water Quality Report for 2023 City
of Saratoga Springs
Geyser Crest Subdivision - Public Water Supply ID #4500178
Loughberry Lake Watershed - Public Water Supply ID #4500168
INTRODUCTION
To comply with State regulations, the City of Saratoga Springs issues an annual report describing the quality of your drinking water.
The purpose of this report is to raise your understanding of drinking water and awareness of the need to protect our drinking water
sources. Last year, your tap water met all State drinking water health standards. We are proud to report that our system did not violate
a health-related maximum contaminant level. This report provides an overview of last year’s water quality. Included are details about
where your water comes from, what it contains, and how it compares to State standards.
If you have any questions about this report or concerns regarding your drinking water, please call Mr. Brett Johnson Chief Water
Treatment Plant Operator at (518) 587-3550, extension 2472. We want you to be informed about your drinking water. If you want to
learn more, please attend any of our regularly scheduled city council meetings. The meetings are held on the first and third Tuesday of
each month.
WHERE DOES OUR WATER COME FROM?
In general, the sources of drinking water (both tap water and bottled water) include rivers, lakes, streams, ponds, reservoirs, springs, and
wells. As water travels over the surface of the land or through the ground, it dissolves naturally occurring minerals and can pick up
substances resulting from the presence of animals or from human activities. Contaminants that may be present in source water include:
microbial contaminants; inorganic contaminants; pesticides and herbicides; organic chemical contaminants; and radioactive
contaminants. In order to ensure that tap water is safe to drink, the State and the EPA prescribe regulations which limit the amount of
certain contaminants in water provided by public water systems. The State Health Departments and the FDA’s regulations establish
limits for contaminants in bottled water which must provide the same protection for public health.
The City of Saratoga Springs receives surface water from the Loughberry Lake Watershed and ground water from the Geyser Crest
system, (Hathorn Blvd. and Quevic Dr). Water is also pumped into Loughberry Lake from Bog Meadow Brook, (Ingersoll Road
Saratoga Springs), and three Bog Meadow groundwater wells during the high demand summer months to help maintain the lake level.
During 2023, our system did not experience any restriction of our water sources.
The Loughberry Lake source is treated conventionally at the Excelsior Avenue treatment plant with flocculation, sedimentation, and
filtration. It is disinfected with a combination of ultraviolet light and sodium hypochlorite application. Fluoride is added to attain the
optimal level of fluoride in the finished water to aid in preventing tooth decay. Phosphate is added for corrosion control. The Geyser
Crest wells are disinfected with sodium hypochlorite and fluoride is added. Although all the systems are interconnected, Loughberry
Lake is our primary source and supplies most of the city. The Geyser Crest wells supply the Geyser Crest Subdivision and a portion
of the southwest section of the city.
FACTS AND FIGURES
Our water system serves approximately 28,000 people through 9,680 service connections. The total water produced in 2023 was
1,533,389,000 gallons. The city’s daily average was 4,201,000 gallons. Our highest single day consumption was 7,428,000 gallons on
June 1, 2023. The amount of water delivered through metered sales was 1,145,879,261 gallons. This leaves an unaccounted-for total
of 387,509,739 gallons. These losses came from city operations, flushing mains, fighting fires, water main breaks, and unauthorized
use (adding up to approximately 25% of the total amount produced). In 2023 water customers were charged a sliding scale rate with
most customers paying approximately $13.15 per 1,000 cubic feet of water consumed (or approximately $1.75 per 1,000 gallons).
The NYS DOH has completed source water assessments for the Bog Meadow Brook, Geyser Crest Subdivision and Loughberry
Lake Watershed systems based on available information. Possible and actual threats to these drinking water sources were evaluated.
The State source water assessments include a susceptibility rating based on the risk posed by each potential source of contamination
and how easily contaminants can move through the environment. The susceptibility rating is an estimate of the potential for
contamination of the source water, it does not mean that the water delivered to consumers is, or will become contaminated. See
section “Are there contaminants in our drinking water?” for a list of the contaminants that have been detected, if any. The source
water assessments provide resource managers with additional information for protecting source waters into the future.
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The Bog Meadow Brook assessment found a moderate susceptibility to contamination for this source of drinking water. The amount
of row crops in the assessment area results in a medium susceptibility to pesticides, and there is reason to believe that land cover data
may overestimate the percentage of pasture in the assessment area. No permitted discharges are found in the assessment area. There
is also noteworthy contamination susceptibility associated with other discrete contaminant sources, and these facility types include:
mines. Finally, it should be noted that relatively high flow velocities make river drinking water supplies highly sensitive to existing
and new sources of microbial contamination.
The Geyser Crest Subdivision assessment rated our water source as having an elevated susceptibility to microbial, nitrates, industrial
solvents and other industrial contaminants. These ratings are due primarily to the close proximity of the wells to a permitted discharge
facility (industrial/commercial facilities that discharge wastewater into the environment and are regulated by the state and/or federal
government), a hazardous waste site, and the residential land use in the assessment area. In addition, the wells draw from fractured
bedrock and the overlying soils may not provide adequate protection from potential contamination. While the source water
assessment rates our wells as being susceptible to microbials, please note that our water is disinfected to ensure that the finished water
delivered into your home meets New York State’s drinking water standards for microbial contamination.
The Loughberry Lake Watershed assessment found an elevated susceptibility to contamination for this source of drinking water. The
amount of pasture in the assessment area results in a medium potential for protozoa contamination, and the amount of residential lands
in the assessment area results in an elevated potential for microbial contamination. A single non-sanitary wastewater discharge is
unlikely to contribute to contamination. There are no noteworthy contamination threats associated with other discrete contaminant
sources. Finally, it should be noted that hydrologic characteristics (e.g., basin shape and flushing rates) generally make reservoirs
highly sensitive to existing and new sources of phosphorus and microbial contamination.
The State Health Department will use this information to direct future source water protection activities. These may include water
quality monitoring, resource management, and planning and education programs. A copy of the assessment can be obtained by
contacting us, as noted below.
ARE THERE CONTAMINANTS IN OUR DRINKING WATER?
As the State regulations require, we routinely test your drinking water for numerous contaminants. These contaminants include: total
coliform bacteria, turbidity, inorganic compounds, nitrate, nitrite, lead and copper, volatile organic compounds, total trihalomethanes,
haloacetic acids, radiological aspects and synthetic organic compounds. The table presented below depicts which compounds were
detected in your drinking water. The State allows us to test for some contaminants less than once per year because the concentrations
of these contaminants do not change frequently. Some of our data, though representative, are more than one year old.
It should be noted that all drinking water, including bottled drinking water, may be reasonably expected to contain at least small amounts
of some contaminants. The presence of contaminants does not necessarily indicate that water poses a health risk. More information
about contaminants and potential health effects can be obtained by calling the EPA’s Safe Drinking Water Hotline (800-426-4791) or
the New York State Department of Health, Glens Falls Regional Office at (518) 793-3893.
DEFINITIONS:
Action Level (AL): The concentration of a contaminant, which, if exceeded, triggers treatment or other requirements, which a water system must follow.
Maximum Contaminant Level (MCL): The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as
feasible.
Maximum Contaminant Level Goal (MCLG): The level of a contaminant in drinking water below which there is no known or expected risk to health.
MCLGs allow for a margin of safety.
Maximum Residual Disinfectant Level (MRDL): The highest level of a disinfectant allowed in drinking water. There is convincing evidence that
addition of a disinfectant is necessary for control of microbial contaminants.
Maximum Residual Disinfectant Level Goal (MRDLG): The level of a drinking water disinfectant below which there is no known or expected risk to
health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contamination.
Treatment Technique (TT): A required process intended to reduce the level of a contaminant in drinking water.
Nephelometric Turbidity Unit (NTU): A measure of the clarity of water. Turbidity in excess of 5 NTU is just noticeable to the average person.
Non-Detects (ND): Laboratory analysis indicates that the constituent is not present.
3
Table of Detected Contaminants – Loughberry Lake Watershed
Contaminant
Violation
Yes/No
Date of
Sample
Level Detected
(Average)
(Range)
Unit of
Measure
MCLG
Regulatory
Limit (MCL,
TT or AL)
Likely Source of Contamination
Microbiological Contaminants
Turbidity1 No 11/24/23 0.416 NTU N/A TT = 1 Soil runoff
Turbidity No 2023 99% < 0.3 NTU N/A 95% < 0.3 Soil runoff
Inorganic Contaminants
Alkalinity, Total
(Raw Water) No Monthly
2023
142.5
(120 - 160) mg/L N/A N/A Naturally occurring.
Barium No 12/5/23 0.032 mg/L 2 MCL = 2
Discharge of drilling wastes; discharge
from metal refineries; erosion of natural
deposits.
Copper No
2021
0.0632
(ND - 0.139)3
mg/L 1.3 AL = 1.3
Corrosion of household plumbing
systems; Erosion of natural deposits;
leaching from wood preservatives.
Chloride No 12/5/23 140 mg/L N/A MCL = 250 Naturally occurring or indicative of road
salt contamination.
Lead No 2021
1.82 (ND-
7.9)3 µg/L 0 AL = 15
Corrosion of household plumbing
systems; Erosion of natural deposits.
Nickel No 12/5/23 0.0019 mg/l N/A N/A Naturally occurring.
Nitrate (as
Nitrogen) No 12/5/23 0.62 mg/L 10 MCL = 10
Runoff from fertilizer use; Leaching
from septic tanks, sewage; Erosion of
natural deposits.
Organic Carbon,
Total No Monthly
2023
7.8
(0– 35.8) mg/L N/A N/A Naturally occurring.
Sodium No 12/5/23 816 mg/L N/A N/A Naturally occurring; Road salt; Water
softeners; Animal waste.
Fluoride No 12/5/23 0.77 mg/L N/A MCL= 2.2
Erosion of natural deposits; Water
additive that promotes strong teeth;
Discharge from
fertilizer and aluminum factories.
Sulfate No 12/5/23 19 mg/L N/A MCL = 250 Naturally occurring.
Color No 12/5/23 5 Units N/A MCL = 15 Large quantities of organic chemicals,
inadequate treatment, high disinfectant
demand and the potential for production
of excess amounts of disinfectant by-
products such as trihalomethanes, the
presence of metals such as copper, iron
and manganese; Natural color may be
caused by decaying leaves, plants, and
soil organic matter.
Odor No 12/5/23 1 T.O.N. N/A MCL = 3 Organic or inorganic pollutants
originating from municipal and
industrial waste discharges; natural
sources.
Units: Milligrams per liter (mg/L): Corresponds to one part of liquid in one million parts of liquid (parts per million - ppm).
Micrograms per liter (µg/L): Corresponds to one part of liquid in one billion parts of liquid (parts per billion - ppb).
Nanograms per liter (ng/L): Corresponds to one part of liquid in one trillion parts of liquid (parts per trillion - ppt).
Picocuries per liter (pCi/L): A measure of the radioactivity in water.
Millirems per year (mrem/yr): A measure of radiation absorbed by the body.
NOTES – LOUGHBERRY LAKE WATERSHED:
1 – Turbidity is a measure of the cloudiness of the water. We test it because it is a good indicator of the effectiveness of our filtration system. Our
highest single turbidity measurement (0.416 NTU) for the year occurred on November24th, 2023. State regulations require that turbidity must always
be below 1 NTU. The regulations also require that 95% of the turbidity samples collected have measurements below 0.3 NTU. In 2023 99% of our
measurements met that requirement.
4
2 – The level presented represents the 90th percentile of the sites tested. A percentile is a value on a scale of 100 that indicates the percent of a distribution
that is equal to or below it. The 90th percentile is equal to or greater than 90% of the lead and copper values detected at your water system. In this
case 30 samples were collected at your water system and the 90th percentile value was 0.063 mg/L for copper and 1.9 ug/L for lead. The action level
for copper was not exceeded at any of the sites tested. The action level for lead was not exceeded at any of the sites tested during the year.
3 – The level presented represents the range of results.
4 – Compliance for TTHM and HAA5 MCLs is based on a locational running annual arithmetic average (LRAA), computed quarterly, of quarterly
averages of all samples. The highest locational running average for the year 2023 is shown for each sample site. The highest LRAA for HAA5
occurred during the 1st quarter for all sites tested. The highest LRAA for TTHM occurred during the 1st quarter for Stewarts, Denny’s and the Hilton
and during the 3rd quarter for DPW Garage.
5 – The level presented represents the range of results for the four quarterly samples collected at each site in 2023.
6 – Water containing more than 20 mg/l of sodium should not be used for drinking by people on severely restricted sodium diets. Water containing
more than 270 mg/l of sodium should not be used for drinking by people on moderately restricted sodium diets.
Table of Detected Contaminants – Loughberry Lake Watershed (Continued)
Contaminant
Violation
Yes/No
Date of
Sample
Level Detected
(Average)
(Range)
Unit of
Measure
MCLG
Regulatory
Limit (MCL,
TT or AL)
Likely Source of Contamination
Organic Contaminants
Perfluorooctanoic
acid (PFOA) No 3/14/23 2.3 ng/L N/A MCL = 10
Released into the environment from
widespread use in commercial and
industrial applications.
Perfluorooctane
sulfonic acid
(PFOS)
No 3/14/23 0.50 ng/L N/A MCL = 10
Released into the environment from
widespread use in commercial and
industrial applications.
Stage-2 Disinfection Byproducts
Haloacetic Acids
(HAAs) No Quarterly
2023
Denny’s
30.54
(24-38)5
Hilton Garden
23.8
(19-37)
DPW
23.5
(16-35)
Stewarts Lake
30.5
(23-45)
µg/L N/A MCL = 60
By-product of drinking water
disinfection needed to kill harmful
organisms.
Trihalomethanes
(TTHMs) No Quarterly
2023
Denny’s
56.54
(30-82)5
Hilton Garden
50.8
(43-58)
DPW
53.5
(28-75)
Stewarts Lake
54.8
(32-91)
µg/L N/A MCL = 80
By-product of drinking water
chlorination needed to kill harmful
organisms. TTHMs are formed when
source water contains large amounts of
organic matter.
Units: Milligrams per liter (mg/L): Corresponds to one part of liquid in one million parts of liquid (parts per million - ppm).
Micrograms per liter (µg/L): Corresponds to one part of liquid in one billion parts of liquid (parts per billion - ppb).
Nanograms per liter (ng/L): Corresponds to one part of liquid in one trillion parts of liquid (parts per trillion - ppt).
Picocuries per liter (pCi/L): A measure of the radioactivity in water.
Millirems per year (mrem/yr): A measure of radiation absorbed by the body.
DEFINITIONS:
Action Level (AL): The concentration of a contaminant, which, if exceeded, triggers treatment or other requirements, which a water system must follow.
Maximum Contaminant Level (MCL): The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as
feasible.
Maximum Contaminant Level Goal (MCLG): The level of a contaminant in drinking water below which there is no known or expected risk to health.
MCLGs allow for a margin of safety.
Maximum Residual Disinfectant Level (MRDL): The highest level of a disinfectant allowed in drinking water. There is convincing evidence that
addition of a disinfectant is necessary for control of microbial contaminants.
5
Maximum Residual Disinfectant Level Goal (MRDLG): The level of a drinking water disinfectant below which there is no known or expected risk to
health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contamination.
Treatment Technique (TT): A required process intended to reduce the level of a contaminant in drinking water.
Nephelometric Turbidity Unit (NTU): A measure of the clarity of water. Turbidity in excess of 5 NTU is just noticeable to the average person.
Non-Detects (ND): Laboratory analysis indicates that the constituent is not present
Table of Detected Contaminants – Geyser Crest Subdivision
Contaminant
Violation
Yes/No
Date of
Sample
Level
Detected
(Average)
(Range)
Unit of
Measure
MCLG
Regulatory
Limit (MCL, TT
or AL)
Likely Source of Contamination
Inorganic Contaminants
Barium
No 12/6/23 0.041 mg/L 2 MCL = 2
Discharge of drilling wastes;
Discharge from metal refineries;
Erosion of natural deposits.
Copper No 08/2021 0.0511
(ND-0.110)2 mg/L 1.3 AL = 1.3
Corrosion of household plumbing
systems; Erosion of natural deposits;
leaching from wood preservatives.
Chloride No 12/6/23 170 mg/L N/A MCL = 250 Naturally occurring or indicative of
road salt contamination.
Fluoride No 12/8/20
0.661
mg/L N/A MCL = 2.2
Erosion of natural deposits; Water
additive that promotes strong teeth;
Discharge from fertilizer and
aluminum factories.
Lead No 08/2021 1.11
(ND – 1.4)2 µg/L 0 AL = 15 Corrosion of household plumbing
systems; Erosion of natural deposits.
Manganese No 12/6/23 ND ng/l N/A MCL=0.3 Naturally occurring; Indicative
of landfill contamination.
Nitrate (as Nitrogen) No 12/6/23 1.0 mg/L 10 MCL = 10
Runoff from fertilizer use; Leaching
from septic tanks, sewage; Erosion
of natural deposits.
Sodium No 12/6/23 973 mg/L N/A N/A Naturally occurring; Road salt;
Water softeners; Animal waste.
Sulfate No 12/6/23 24.5 mg/L N/A MCL = 250 Naturally occurring.
Color No 12/6/23 10 Units N/A MCL = 15 Large quantities of organic
chemicals, inadequate treatment,
high disinfectant demand and the
potential for production of excess
amounts of disinfectant by- products
such as trihalomethanes, the
presence of metals such as copper,
iron and manganese; Natural color
may be caused by decaying leaves,
plants, and soil organic matter.
Units: Milligrams per liter (mg/L): Corresponds to one part of liquid in one million parts of liquid (parts per million - ppm).
Micrograms per liter (µg/L): Corresponds to one part of liquid in one billion parts of liquid (parts per billion - ppb).
Nanograms per liter (ng/L): Corresponds to one part of liquid in one trillion parts of liquid (parts per trillion - ppt).
Picocuries per liter (pCi/L): A measure of the radioactivity in water.
Millirems per year (mrem/yr): A measure of radiation absorbed by the body.
NOTES – GEYSER CREST SUBDIVISION:
1 – The level presented represents the 90th percentile of the 20 sites tested. A percentile is a value on a scale of 100 that indicates the percent of a
distribution that is equal to or below it. The 90th percentile is equal to or greater than 90% of the values detected at your water system. In this case
20 samples were collected at your water system and the 90th percentile value was 0.032 mg/L for copper and 0.0010 mg/L for lead. The action levels
for copper and lead were not exceeded at any of the sites tested.
6
2 – The level presented represents the range of results.
3 – Water containing more than 20 mg/l of sodium should not be used for drinking by people on severely restricted sodium diets. Water containing
more than 270 mg/l of sodium should not be used for drinking by people on moderately restricted sodium diets.
DEFINITIONS:
Action Level (AL): The concentration of a contaminant, which, if exceeded, triggers treatment or other requirements, which a water system must follow.
Maximum Contaminant Level (MCL): The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as
feasible.
Maximum Contaminant Level Goal (MCLG): The level of a contaminant in drinking water below which there is no known or expected risk to health.
MCLGs allow for a margin of safety.
Maximum Residual Disinfectant Level (MRDL): The highest level of a disinfectant allowed in drinking water. There is convincing evidence that
addition of a disinfectant is necessary for control of microbial contaminants.
Maximum Residual Disinfectant Level Goal (MRDLG): The level of a drinking water disinfectant below which there is no known or expected risk to
health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contamination.
Treatment Technique (TT): A required process intended to reduce the level of a contaminant in drinking water.
Nephelometric Turbidity Unit (NTU): A measure of the clarity of water. Turbidity in excess of 5 NTU is just noticeable to the average person.
Non-Detects (ND): Laboratory analysis indicates that the constituent is not present.
Table of Detected Contaminants – Geyser Crest Subdivision (Continued)
Contaminant
Violation
Yes/No
Date of
Sample
Level Detected
(Average)
(Range)
Unit of
Measure
MCLG
Regulatory
Limit (MCL,
TT or AL)
Likely Source of Contamination
Stage-1 Disinfection Byproducts
Haloacetic Acids
(HAAs) No 07/12/23 1.2 µg/L N/A MCL = 60
By-product of drinking water
disinfection needed to kill harmful
organisms.
Trihalomethanes
(TTHMs) No 07/12/23 1.51 µg/L N/A MCL = 80
By-product of drinking water
chlorination needed to kill harmful
organisms. TTHMs are formed when
source water contains large amounts of
organic matter.
Units: Milligrams per liter (mg/L): Corresponds to one part of liquid in one million parts of liquid (parts per million - ppm).
Micrograms per liter (µg/L): Corresponds to one part of liquid in one billion parts of liquid (parts per billion - ppb).
Nanograms per liter (ng/L): Corresponds to one part of liquid in one trillion parts of liquid (parts per trillion - ppt).
Picocuries per liter (pCi/L): A measure of the radioactivity in water.
Millirems per year (mrem/yr): A measure of radiation absorbed by the body.
DEFINITIONS:
Action Level (AL): The concentration of a contaminant, which, if exceeded, triggers treatment or other requirements, which a water system must follow.
Maximum Contaminant Level (MCL): The highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as
feasible.
Maximum Contaminant Level Goal (MCLG): The level of a contaminant in drinking water below which there is no known or expected risk to health.
MCLGs allow for a margin of safety.
Maximum Residual Disinfectant Level (MRDL): The highest level of a disinfectant allowed in drinking water. There is convincing evidence that
addition of a disinfectant is necessary for control of microbial contaminants.
Maximum Residual Disinfectant Level Goal (MRDLG): The level of a drinking water disinfectant below which there is no known or expected risk to
health. MRDLGs do not reflect the benefits of the use of disinfectants to control microbial contamination.
Treatment Technique (TT): A required process intended to reduce the level of a contaminant in drinking water.
Nephelometric Turbidity Unit (NTU): A measure of the clarity of water. Turbidity in excess of 5 NTU is just noticeable to the average person.
Non-Detects (ND): Laboratory analysis indicates that the constituent is not present.
UNREGULATED CONTAMINATES
The following chart contains the results of testing for a series of unregulated contaminants. Unregulated contaminants are those that do
not yet have a drinking water standard set by the EPA. The purpose of monitoring for these contaminants is to help EPA decide
whether the contaminants should have a standard.
7
UNREGULATED PERFLUOROALKYL SUBSTANCES – LOUGHBERRY LAKE WATERSHED
CONTAMINANT VIOLATION
(YES/NO)
DATE OF
SAMPLE
LEVEL
DETECTED
UNIT
MEASUREMENT
MCLG OR HEALTH
ADVISORY LEVEL1, 2
Perfluorobutanesulfonic Acid
(PFBS)
No 3/14/23 1.9 ng/L 2000
Perfluoroheptanoic Acid (PFHPA) No 3/14/23 0.81 ng/L NA
Perfluorohexane Sulfonic Acid
(PFHXS)
No 3/14/23 0.6 ng/L NA
Perfluorohexanoic Acid (PFHXA) No 3/14/23 2.4 ng/L NA
Perfluorobutanoic Acid (PFBA) No 3/14/23 3.2 ng/L NA
Perfluoropentanoic Acid (PFPEA) No 3/14/23 2.3 ng/L NA
1 USEPA Health Advisory Levels identify the concentration of a contaminant in drinking water at which adverse health effects and/or
aesthetic effects are not anticipated to occur over specific exposure durations. Health Advisory Levels are not to be construed as legally
enforceable federal standards and are subject to change as new information becomes available.
2 All perfluoroalkyl substances, besides PFOA and PFOS, are considered Unspecified Organic Contaminants (UOC) which have an MCL =
0.05 mg/L.
UNREGULATED PERFLUOROALKYL SUBSTANCES – GEYSER CREST SUBDIVISION
CONTAMINANT VIOLATION
(YES/NO)
DATE OF
SAMPLE
LEVEL
DETECTED
UNIT
MEASUREMENT
MCLG OR HEALTH
ADVISORY LEVEL1, 2
Perfluorobutanesulfonic Acid
(PFBS)
No 3/14/23 1.4 ng/L 2000
Perfluorohexanoic Acid (PFHXA) No 3/14/23 0.55 ng/L NA
Perfluorobutanoic Acid (PFBA) No 3/14/23 1.3 ng/L NA
Perfluoropentanoic Acid (PFPEA) No 3/14/23 0.64 ng/L NA
1 USEPA Health Advisory Levels identify the concentration of a contaminant in drinking water at which adverse health effects and/or
aesthetic effects are not anticipated to occur over specific exposure durations. Health Advisory Levels are not to be construed as legally
enforceable federal standards and are subject to change as new information becomes available.
2 All perfluoroalkyl substances, besides PFOA and PFOS, are considered Unspecified Organic Contaminants (UOC) which have an MCL =
0.05 mg/L.
WHAT DOES THIS INFORMATION MEAN?
As you can see by the table, our system had no MCL violations in 2023. We have learned through our testing that some contaminants have been
detected; however, these contaminants were detected below the level allowed by the State.
IS OUR WATER SYSTEM MEETING OTHER RULES THAT GOVERN OPERATIONS?
During 2023, our system was in compliance with applicable State drinking water operating, monitoring and reporting requirements.
INFORMATION ABOUT LEAD IN DRINKING WATER AND ITS EFFECT ON CHILDREN:
Lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and
components associated with service lines and home plumbing. Saratoga Springs City is responsible for providing high quality drinking water and
removing lead pipes, but cannot control the variety of materials used in plumbing components in your home. You share the responsibility for
protecting yourself and your family from the lead in your home plumbing. You can take responsibility by identifying and removing lead materials
within your home plumbing and taking steps to reduce your family’s risk. Before drinking tap water, flush your pipes for several minutes by running
8
your tap, taking a shower, doing laundry or a load of dishes. You can also use a filter certified by an American National Standards Institute
accredited certifier to reduce lead in drinking water. If you are concerned about lead in your water and wish to have your water tested, contact Brett
Johnson. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available at
http://www.epa.gov/safewater/lead.
INFORMATION ON FLUORIDE ADDITION:
Our system is one of many drinking water systems in New York State that provides drinking water with a controlled, low level of fluoride for consumer
dental health protection. According to the United States Center for Disease Control, fluoride is very effective in preventing cavities when present in
drinking water at a properly controlled level. To ensure that the fluoride supplement in your water provides optimal dental protection, we monitor
fluoride levels daily to make sure fluoride is maintained at a target level of 0.7 mg/l. During 2023 our monitoring showed daily fluoride levels for our
two plants were within 0.3 mg/L of the target level as recommended by the Department of Health. None of the monitoring results showed fluoride at
levels that approached the 2.2 mg/L MCL for fluoride.
INFORMATION ON PERFLUORINATED COMPOUNDS & 1,4-DIOXANE:
New York State has adopted the first in the nation drinking water standard for 1,4-Dioxane along with one of the lowest maximum contaminant levels
for PFOA and PFOS. Public Water Supplies in NYS are required to test for PFOA, PFOS and 1,4-Dioxane. PFOA and PFOS have Maximum
Contaminant Levels (MCL) of 10 parts per trillion (ng/l) each while 1,4-Dioxane has an MCL of 1.0 parts per billion (µg/l). The City has completed
four quarters of sampling for Loughberry and Geyser Crest. The data shows compliance with the new MCLs for PFOA and PFOS & no detects for
1,4-Dioxane. The data presented in the table shows the highest level detected in 2023.
Composite Filter Monitoring Information:
Our highest single composite turbidity measurement for the year was 0.416 NTU on November 24th, 2023. The regulations require that 95% of the
turbidity samples collected have measurement below 0.3 NTU. In 2023, 99% of our measurements met that requirement.
DO I NEED TO TAKE SPECIAL PRECAUTIONS?
Although our drinking water met or exceeded state and federal regulations, some people may be more vulnerable to disease causing microorganisms or
pathogens in drinking water than the general population. Immuno-compromised persons such as persons with cancer undergoing chemotherapy,
persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly
at risk from infections. These people should seek advice from their health care provider about their drinking water. EPA/CDC guidelines on appropriate
means to lessen the risk of infection by Cryptosporidium, Giardia and other microbial pathogens are available from the Safe Drinking Water Hotline
(800-426-4791).
WHY SAVE WATER AND HOW TO AVOID WASTING IT?
There are a number of reasons why it is important to conserve water:
Saving water saves energy and some of the costs associated with both of these necessities of life;
Saving water reduces the cost of energy required to pump water and the need to construct costly new wells, pumping systems and water towers;
and
Saving water lessens the strain on the water system during a dry spell or drought, helping to avoid severe water use restrictions so that essential
firefighting needs are met.
You can play a role in conserving water by becoming conscious of the amount of water your household is using, and by looking for ways to use
less whenever you can. It is not hard to conserve water. Conservation tips include:
Automatic dishwashers use 15 gallons for every cycle, regardless of how many dishes are loaded. So get a run for your money and load it to
capacity.
Turn off the tap when brushing your teeth.
Check every faucet in your home for leaks. Just a slow drip can waste 15 to 20 gallons a day. Fix it and you can save almost 6,000 gallons per
year.
Check your toilets for leaks by putting a few drops of food coloring in the tank, watch for a few minutes to see if the color shows up in the bowl.
It is not uncommon to lose up to 100 gallons a day from one of these otherwise invisible toilet leaks. Fix it and you save more than 30,000 gallons
a year.
Water your lawn only when it needs it and avoid running the sprinkler all night long. You can save 750-1,500 gallons per month.
Install water-saving showerheads or flow restrictors. This can save 700 gallons per month.
Shorten your showers. Even a one or two minute reduction can save up to 700 gallons per household per month.
Capture tap water, while waiting for hot water to come down the pipes, in a watering can to use later on house plants or your garden. Saves 200
to 300 gallons per month.
9
CLOSING:
Thank you for allowing us to continue to provide your family with quality drinking water this year. In order to maintain a safe and dependable water
supply we sometimes need to make improvements that will benefit all of our customers. The costs of these improvements may be reflected in the rate
structure. Rate adjustments may be necessary in order to address these improvements. We ask that all our customers help us protect our water sources,
which are the heart of our community. Please call our office if you have questions.
This report was prepared for the City of Saratoga Springs by:
Brett Johnson
Chief Water Treatment Plant Operator
City of Saratoga Springs, N.Y
1 Kaydeross Redevelopment | City of Saratoga Springs, New York
APPENDIX D
Proposed Water and Sewer System
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1 KAYDEROSS AVENUE WEST
SARATOGA SPRINGS, NY 12866 1 KAYDEROSS AVE WEST LLC1700 SHAWSHEEN STREET2ND FLOORTEWKSBURY, MA 01876SITE PLAN REVIEW SET04/29/24ALB-2300120.00THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS AREIN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE.SHEETOFJEMRJTUTILITYPLANC-1045
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1 KAYDEROSS AVENUE WEST
SARATOGA SPRINGS, NY 12866 1 KAYDEROSS AVE WEST LLC1700 SHAWSHEEN STREET2ND FLOORTEWKSBURY, MA 01876SITE PLAN REVIEW SET04/29/24ALB-2300120.00THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS AREIN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE.SHEETOFJEMRJT
PLAN VIEWSECTION VIEW AANOTE: CONCRETE SEPTIC TANKC-5102C-5103RISER WITH LOCKABLE COVERWATER TIGHT SEPTIC TANKC-5103ABSORPTION BED DETAILSC-5101NOTES:PLAN VIEWSECTION VIEW A-ANOTE: CONCRETE DOSING CHAMBERC-5104C-5114PUMPING SYSTEM & PUMPING CONTROLSPECIFICATIONS:KAYDEROSS AVE - PUMP CALCULATIONS DUPLEX PUMP STATIONC-5105SANITARYDETAILS14REVISIONSNO.REVISIONDATEDRAWN/DESIGN BYCHECKED BYPREPARED FORGPI PROJECT/CONTRACT NO.:1 KAYDEROSS REDEVELOPMENT
1 KAYDEROSS AVENUE WEST
SARATOGA SPRINGS, NY 12866 1 KAYDEROSS AVE WEST LLC1700 SHAWSHEEN STREET2ND FLOORTEWKSBURY, MA 01876SITE PLAN REVIEW SET04/29/24ALB-2300120.00THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS AREIN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE.SHEETOFJEMRJT
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1 KAYDEROSS AVENUE WEST
SARATOGA SPRINGS, NY 12866 1 KAYDEROSS AVE WEST LLC1700 SHAWSHEEN STREET2ND FLOORTEWKSBURY, MA 01876SITE PLAN REVIEW SET04/29/24ALB-2300120.00THE ALTERATION OF THIS DOCUMENT IN ANY WAY, UNLESS UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.ISSUED FOR PERMIT REVIEW ONLY. THESE DRAWINGS AREIN SUBSTANTIAL CONFORMANCE WITH THE BUILDING CODE.SHEETOFJEMRJT
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