1.2 1.2
WASTEWATER-SEWER\Set PHIFarragut Park-DellaBella—Replacement with Absorption Setback—In APA-8-5-2024
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF MICHAEL DELLA BELLA, SR.
ON BEHALF OF FARRAGUT PARK, LLC
RESOLUTION NO.: ,2024
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS,the Queensbury Town Board serves as the Town's Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Michael Della Bella, Sr., on behalf of Farragut Park, LLC (Applicant), has
applied to the Local Board of Health for a variance from Chapter 136 to install a replacement
wastewater system with fill material for the absorption field to be placed/located 2' from the south
property line in lieu of the required 10' setback on property located at 6 Tall Timbers Road in the
Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED,that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, August 19'', 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Farragut Park, LLC's sewage disposal variance application concerning
property located at 6 Tall Timbers Road in the Town (Tax Map No.: 239.16-1-27) and at that time
all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500 feet of the property as required by law.
Duly adopted this 5 h day of August, 2024,by the following vote:
AYES
NOES
ABSENT:
Lake George
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE;
WATERCOURSE;
WETLAND
WELL
SEPTIC TANK
10'
10'
50'
50'
ABSORPTION FlELD
10'
20'
100'
100'
MAP REFERENCE:
BASE MAP INFORMATION FROM "MAP OF A TOPOGRAPHIC
\ SURVEY MADE FOR FARRAGUT PARK, LLC, " IN THE TOWN OF
\ QUEENSBURY, WARREN COUNTY, NEW YORK. DATED DECEMBER 1,
2005. REVISED SEPTEMBER 28, 2023. PREPARED BY VAN
CIR DUSEN & SIEVES LAND SURVEYORS.
\
\
crRF \
\
\
\
\
\
3 T
Lands Now or Formerly of co_ \
� 00o1 �a`R Q,�G Q James Mason v
\ r m W W Book:615 Page:266
"BichZ'1Z
239.12-2-1 \
�-kab \ 1 2' 0,�mlock W LAKE WATER SUPPLY \
,
Hem:ockGO
xTING HOUSE
BE ABANDONED AND \
�0 REMOVED AS NECESSARY
GCIRF
edar
, `�39 g F + Cedar NG 1,000 GAL SEP7TC \
W
,.._ . ABANDONED
TANK TO
m� s \ REMOVED
w
.1 �t tees
,
W
BE ABANDONED AND
APPROXIMATE1 Ftor 'f11 l P N 1 , 9 9V 1 1
6'± To Mean High Water
SITE SOILS DATA
TEST PIT
TP-1 - 711112024 BY TOM HUTCHINS, P.E.
TOP OF EXISTING OLD FILL AREA
0-2" - MOSS SURFACE
2-48" - MEDIUM BROWN SILTY FINE SAND, FEW
COBBLES & BOULDERS, OLD FILL
48-54" - RED -BROWN FINE SAND
NO BOUNDARY CONDITION TO 54"
TP-2 - 711112024 BY TOM HUTCHINS, P.E. 0 4 OSED ,TENBASISIP
j 1
3' BELOW TP-1 EFFLUENT SEWER R 1-1 2 SORPTION TRENCHES
DPE FORCEMAIN J LF TOTAL. 22 MODULES
0-10" -TOPSOIL PROPOSED 1,000 AL Lands Now or Formerly of
PRECAST CONCRETE John Brgthers S N P ON t
10-28" - LIGHT BROWN SILTY FINE SAND PUMP STATION FRF �.
Book: 541 Page : 54 TO BE ABANDONED AND ISIRIBU110N BOX / Inv F. 3�s I Q,
28-50" - LIGHT BROWN SILT, FIRM — / 239.16-1 -26 OVER AS NECESSARY —!-!
ROOTS TO 30"
BOUNDARY CONDITION 0 30"
PROVIDE 36' VER71CAL SEPARATION TO
BOUNDARY CONDITION
PT-1 - 711112024 BY TOM HUTCHINS, P.E.
IN UPPER OLD FILL AREA NEAR TP-1
STABILIZED PERCOLATION RATE= 3.20 MIN/INCH
DESIGN TO 1-5 MIN PER INCH IN EXISTING MATERIAL
AND GRANULAR FILL
WASTEWATER SYSTEM DESIGN
3-BEDROOM RESIDENCE (DESIGN TO 4-BEDROOM)
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS. REPLACE
EXISTING FIXTURES AS NECESSARY)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 440 GPD
SEPTIC TANK - PROPOSED 1,250 GALLON DUAL COMPARTMENT
PRECAST CONCRETE SEPTIC TANK
- PROPOSED 1,000 GALLON PRECAST CONCRETE
PUWP STATION
LEACH FIELD - ELJEN ABSORPTION TRENCHES
DESIGN PERCOLATION RATE = 1-5 MIN/IN
4' WIDE TRENCH LENGTH REQUIRED = 80 LF
20 ELJEN MODULES REQUIRED
(PER ELJEN NEW YORK DESIGN & INSTALLATION MANUAL)
PROVIDE 2 TRENCHES 0 44 LF
88 LF TOTAL PROV►dIED
ELEVEN ELJEN MODL#fS REQUIRED PER TRENCH
LENGTH OF TRENCHES PROVIDED = 2 ROWS 0 11 MODULES
22 MODULES TOTAL PROVIDED
POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY
- MAINTAIN 10' BETWEEN WATER SUPPLY LINE(S) AND ALL
WASTEWATER SYSTEM COMPONENTS
ABSORPTION TRENCH NOTES
THIS DESIGN UTILIZES ELJEN CORPORATION TYPE B IN -DRAIN GEOTEXTILE SAND FILTER
UNITS INSTALLED IN STANDARD CONFIGURATION (INTO EXISTING GRADE). REMOVE
EXISTING ORGANIC MATERIAL FROM SURFACE AND GRADE AREA PRIOR TO TRENCH
INSTALLATIONG. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA.
BOTTOM OF TRENCH (BOTTOM OF CONCRETE SAND) TO BE INSTALLED AT A MAXIMUM OF
27" INTO EXISTING GRADE WHILE MAINTAINING A 36" SEPARATION TO THE EXISTING
BOUNDARY CONDITION.
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE
N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS.
AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF
EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS
OF TRENCH.
PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO
AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION
TRENCHES.
THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE
CONDITIONS.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE
RUNOFF AWAY FROM THE DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE
BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO
ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS
JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED
FROM THE WASTEWATER SYSTEM.
SYSTEM MATERIAL SPECIFICATIONS
WASHED CONCRETE SAND
WASHED CONCRETE SAND MUST MEET ASTM C33 SPECIFICATIONS, WITH LESS
THAN
10% PASSING A #100 SIEVE AND LESS THAN 37. PASSING A #200 SIEVE..
EFFLUENT FILTER
EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER
FOOT
MINIMUM SLOPE.
FILTER FABRIC
GEOTEXTILE COVER FABRIC IS PROVIDED BY ELJEN CORPORATION FOR
ALL
GE07EXTILE SAND FILTER SYSTEMS AND NO SUBSTITUTIONS ARE PERMITTED.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER
FOOT
MINIMUM SLOPE.
FORCEMAIN
PIPING TO BE 1-1/2" SDR-11 HDPE, PROVIDE POSITIVE DRAINBACK TO
PUMP
STATION.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH,
AND
ESTABLISH TURF.
LULA I lUN MAP
NPAV
igSafely.
eN/,York
■ Call no You Dig
■ Wait The Rmplred Time
■ Confirm Utility Response
■ Respect The Marks
■ Dig Wlth Care
800-962.7962
www.dilpafWymvMork.com
It
N
O
U
all
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering
PLLC
169 HoWand Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
TAX MAP # 239.16-1-27
WASTEWATER
SYSTEM
PLAN
prepared for:
Farragut Park, LLC
6 Tall Timbers Road
Town of Queensbury,
County of Warren,
State of New York
Drawn: HKA Choked: 0TH
Scale: I'm 20' 1 Date: 71312024
292257-01-S 1
APPROXIMA TE
FINISH GRADE
4" PVC INLET
MIN. SLOPE
1/8" PER FOOT
WATERTIGHT SLEEVE
AND SEAL (TYP)
POLYETHYLENE EXTENSION TO GRADE -
WITH TAMPER RESISTANT ACCESS COVER
12" MIN.
COVER
a
2"
77— LIQUID LEVEL
DUAL COMPARTMENT
16" BAFFLE
1,250 GAL DUALS °
COMPARTMENT PRECAST
CONCRETE SEPTIC TANK
MINIMUM 2X WIDTH
° a ° 118" PER FOOT
MIN. SLOPE
no —
OUTLET 4" PVC
18"
MIN.
ALARM 3" ABOVE 'PUMP ON'
& LAG PUMP ON
PUMP ON
PUMP OFF
It d<
SEPTIC TANK NOTES d 8
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW
YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST SEPTIC TANK DETAIL
CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR
EQUIVALENT. SCALE. NTS
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL BASE. WHERE EXISTING SOIL COND177ONS ARE UNSUITABLE,
CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A
STABLE BASE.
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA
HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW
THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING.
4" MIN. TOPSOIL,
ESTABLISH TURF
4" SCH 40 PVC
PERFORATED PIPE
8" MIN
GEO—TEXTILE COVER
WASHED CONCRETE
SAND CONFORMING TO
NYSDOT SPECIFICATION
703— 07
IN —DRAIN UNIT
HOLES ® 5&7 O'CLOCK
2' MIN SPACING 36"
BETWEEN LATERALS
DETAILED EVEN ABSORPTION TRENCH SECTION
SCALE. NTS
12-18"
7"
J
6" MIN
POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS COVER
INSTALL FLOAT SWITCHES TO
OPERATE PUMP AND MAINTAIN
LEVELS AS INDICATED
a a
FLOAT SWITCHES
—INSTALL INSIDE
PUMP PIT IN
LOCATION ACCESSIBLE
WITHOUT PIT ENTRY
16" MIN.
BALL VALVE, ONE PER PUMP
INSTALL VALVES AND UNIONS
SUCH THAT EITHER PUMP CAN BE
ISOLATED AND REMOVED WITHOUT
REQUIRING PIT ENTRY i
a a
c a a ° d.
n a ° a
PROPOSED 1,000 GALLON PRECAST CONCRETE PUMP STATION
PUMP STATION DETAIL
SCALE. NTS
d
T
2" TEE JOINS TWO
PUMP DISCHARGES
INTO ONE FORCEMAIN
EXTERIOR WEATHERPROOF JUNC77ON BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL
WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION.
a PROVIDE 5'
FROST PROTECTION
4" MINIMUM TOPSOIL ON ENTIRE FILL
AREA. SEED AND ESTABLISH TURF.
12" MIN. COVER
DISTRIBUTION BOX
�— 2"MIN.
27MIN. DROP
BETWEEN INVERTS
PUMP STATION NOTES
SEAL ALL TANK OPENINGS WATERTIGHT.
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH
VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, DEMAND DOSE CONTROL
PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN
HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND
NATIONAL ELECTRIC CODE (N.EC.) REQUIREMENTS.
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 50
GALLON DOSE.
EFFLUENT PUMPS TO BE GOULDS PUMPS WE SERIES, MODEL WE03M
SUBMERSIBLE EFFLUENT PUMP 113 HP, 230 VOLT, 1PH
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION.
NATIVE SOIL FILL OR
EQUIVALENT
8' TIP. TRENCH SPACING —
CTTF ► r1r'dTMA1
LULA I lUN MAP
MAX. EXISTING GRADE,
ELEV. = 350.0'
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM. LAKE;
WATERCOURSE,
WETLAND
WELL
SEP71C TANK
10'
10'
50'
50'
ABSORPTION FIELD
1 10'
1 20'
1 100'
100'
Ne %Safely.
/,York
■ Call Before You Dig
■ Wait The Required Time
■ Confirm Utility Response
■ Respect The Marks
■ Dig With Care
800.962-7962
www.digsafelynewprLoom
o �
O
Z
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering
PLLC
169 Haviland Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
TAX MAP # 239.16-1-27
WASTEWATER
SYSTEM
DETAILS
prepared for:
Farragut Park, LLC
6 Tall Timbers Road
Town of Queensbury,
County of Warren,
State of New York
Drawn. Hlla Checked: OTH
seals: NOTED I Date: 71312024
292257-01-S2