1.8 1.8
WASTEWATER-SEWER\Set PHTheckla—Replacement with Absorption Setbacks—In APA-6-3-2024
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF BRUCE AND JOY CHECKLA
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, Bruce and Joy Checkla(Applicants) have applied to the Local Board of Health
for variances from Chapter 136 to install a new septic system with certain of its components to be
located as follows:
1. absorption field to be located 74' from the onsite well in lieu of the required 100'
setback;
2. absorption field tapers to be located 3' from the north property line in lieu of the
required 10' setback;
3. absorption field tapers to be located 2' from the west property line in lieu of the
required 10' setback;
4. absorption field tapers to be located 2' from the east property line in lieu of the
required 10' setback; and
5. absorption field tapers to be located 68' from the well in lieu of the required 100'
setback;
on property located at 3 Lackey 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, June 17d', 2024 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay
Road, Queensbury, to consider Bruce and Joy Checkla's sewage disposal variance application
concerning property located at 3 Lackey Road in the Town of Queensbury (Tax Map No.: 226.12-
1-28) 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 3rd day of June, 2024,by the following vote:
AYES
NOES
ABSENT:
169 Haviland Road
Queensbury, NY 12804
Phone: (518) 746-0307
Hutchins Engineering PLLC Fax: t518) 745-0308
t`
May 29, 2024 d P �J
Town of Queensbury Local Board of Heath `O
742 Bay Road
Queensbury NY 12804 tp
Re: Bruce and Joy Checkla — 3 Lackey Rd. — Ripley Point — Lake George ~
Septic Variance
Tax Map ID: 22& 12-1 -28
Dear Supervisor Strough and Town Board Members:
This office represents Bruce and Joy Checkla with respect to a wastewater system installation at
their 3 Lackey Road property. The current system services the three-bedroom residence.
Currently, the residence is served by 1 ,000-gallon septic tank which will be pumped, inspected,
and reused as well as a failing seepage pit which will be decommissioned. The new septic system
will consist of the existing 1 ,000-gallon precast concrete septic tank, a 1 ,000-gallon pump station,
and (2) 37' Eljen trenches in shallow fill configuration.
Variance requests to the Local Board of Health are as follows:
1 ) 74' from the absorption field to the onsite well instead of the required 100' ;
2) 3' from the absorption field tapers to the North property line instead of the required 10';
3) 2' from the absorption field tapers to the West property line instead of the required 10';
4) 2' from the absorption field tapers to the East property line instead of the required 10%
5) 68' from the absorption field tapers to the well instead of the required 100'
We respectfully request that this application be placed upon the Town Board's meeting agendas
for the next upcoming meetings. Please contact me with any questions that you may have or if
you would like to perform a site visit. Thank you for your assistance with the project_
Best regards,
o
G. Thomas Hutchins, P. E.
Enclosures
Cc Bruce and Joy Checkla
Hutchins Engineering PLLC
4
SEPTIC VARIANCE Office Use OnI
Permit #. �—
APPLICATION Permit Fee: $
rover+ d
Invoice #:
742 Bay Road, Queensbury, NV i2804
Approvals:
P. 528-761-8256 w+w+w. ueensbu .ne
Submittal: 1 (one) original & 8 copies of the completed application package
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN ENTAIL
Section 1•
Contact Information:
Property Owner(s): Bruce and Joy Checkia Owner's Agent: _HUTCHINS ENGINEERING PLLC
,Address: P .O_ Box 54 address: _169 HAVILAND ROAD
Cloverdale, NY 12820 QUEENSBURY, NY 12804
Phone #: Phone #: 518-745-0307
Email. _ __ Email : thutchins(gDHUTCHINSENGINEERING.COM
Section 2:
Site Information:
site Address: 3 Lackey Road Tax iD#: 226. 12-1 -28
Directions to Site; from Bay Road turn right onto NY-91L S for 1 .7 miles; turn left onto Cleverdale
Rd for 1 .4 miles, turn left onto Lackey Rd for 154 ft; residence on the right
Section 3:
Distance from well on property to septic system (if applicable) 7$ (to field) feet
Section 4•
Is it possible to install a conforming septic system on this property? ❑ Yes NO
If YES, please explain and attach a diagram: _
Section 5•
Does the proposed system meet setback requirements for distance from wells & septic systems on neighboring
properties? ■ Yes [D No If NO, please explain: Eljen absorption field will be 76' from owners well in lieu of 100' required
Section 6•
Is the proposed system to be installed under a parking area? F] Yes No
Section 7•
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system wi11 be 89 ft.
from well in lieu of required 100 ft.): See full description on cover letter and plans
Revised December 2021
Septic Ya ria nce AP pl ica[i on
Section 8•
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Q.ueensbury's Assessor's Office:
North Name Craig Merry
Address 82 Mason Road
Tax Map ID 226. 12-1 -35
South Name Iris Bra
Address Mason Read
Tax Map ID 226. 12-1 -11
East Name Joseph Clemente
Address 76 Mason Road
Tax Map ID 226. 12-1 -30
Vilest Name Gregory Reisch f Thomas Koleci
Address 317 Cleverdale Rd / 315 Cleverdale Rd
Tax Map ID 226. 12-1 -32 1 226. 12-1 -29
Section 9:
OWNER STATEMENT
l/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system Incated at:
3 Lackey Rd I/We realize that putting the well, septic tank or leaching system less than the required 100 feet
from the water supply well may increase the risk of pollution,
Owner—Print Name: 60r6/ 645 L ..
Owner—Signature: 0I) " Date:
Section 10:
NEIGHBOR OR TENANT RELEASE STATEMENT (If pppl#cpbIe)
I/We do hereby relieve the Town of Queensbu -y from any liabilities on the plumbing and septic system located at:
. I/We realize that putting the well, septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant—Print Name:
Neighbor/Tenant-Signature: Date:
5eptic Variance Application Revised December 2021
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits, other permit responsibilities and agreement to provide documentation required_
Complete the following if the OWNER is using an Agent:
owners Name : Bruce and Joy Checkla
HUTCHIN5 ENGINEERING, PLLC
Designates: a5 agent regarding the Septic Variance for
Site Address: 3 Lackey Road
Tax Map #: 226 . 12- 1 -28
Engineering Fee Disciosure:_Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage, etc. as determined by the Town Board of Health . Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the
Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted .
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer, the handwritten
minutes shall be deemed the official record_
I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER— PRINT NAME: Bruce or Joy Checkla
OWNER—SIGNATURE : DATE: 05/29/24
AGENT---PRINT NAME: G . Thomas Hutchins, P. E .
AGENT—SIGNATURE : - -�' DATE: 05/29/24
Septic Variance Application Revised December 2021
IY PT-2 — —
I '
/ L i
----J
% PT-3
W
i TA Ale _
I ;
3t1vHN �
100
-__
10' MIN. TYP
GENERATOR
LANDS N/F ' �`"'------_� LANDS N/F
/ l MERRY, CRAIG ' � REISCH, GREFORY
I 226.12-1-35 2' MIN I �� 226.12-1-32
NO WELL- LAKE �i ` ; \ NO WELL- LAKE
WATER SUPPLY j I ��� _ ' \ WATER SUPPLY
/ I +
F; PROPOSE"037 ELJEN ABSORPTION
2
TRENCH, 18 M ULES PROVIDED
F
\F � 1
- - 38.7 ' '
86'14' - - ' ' PROPOSED D►STRIBU BOX
04" W --- --_+ c, TOP OF FILL +
l F / I EXISTING FAILED SEEPA , TO
F BE DECOMMISSIONED
TP I '
% F
OE 0 FIL ROPOSED EFFLUENT FORCEMAIN
�F +
46.0' O ROPOSED 1,000 GAL PUMP STATION \
IW LANDS N/F F +
W CLEMENTE JOSEPH \F - -- \
I 226.12- 1-30 I Ear O L
w VACANT + F F
EXISTING 1,000 GAL PRECAST
CONCRETE SEPTIC TANK
/ I + F W \ \ +_ _ _ EXISTING HOUSE SEWER
5 I II 76.0'
/ I 68.8 \ I I
LANDS N/F
KOLECI, THOMAS
I+ o \ + I 226,12-1-29
/ ' IEXISTING 3 I ' NO WELL- LAKE
/ I+ BEDROOM I\ ; I WATER SUPPLY
' II RESIDENCE..:_: I
j II I I
_j I I
+
I--�--�- EXISTING / +
� WASTEWATER SYSTEM PLAN
\ SCALE. 1"=10'
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
VARIANCE REQUEST SUMMARY
THE FOLLOWING RELIEF IS REQUESTED FROM THE TOWN OF QUEENSBURY
SANITARY ORDINANCE.
1) INSTALL ABSORPTION FIELD 76' FROM WELL IN LIEU OF REQUIRED 100'.
2) INSTALL ABSORPTION FIELD TAPERS 3' FROM NORTH PROPERTY LINE IN LIEU OF REQUIRED 10'.
3) INSTALL ABSORPTION FIELD TAPERS 2' FROM WEST PROPERTY LINE 1N LIEU OF REQUIRED 10'.
4) INSTALL ABSORPTION FIELD TAPERS 2' FROM EAST PROPERTY LINE IN LIEU OF REQUIRED 10'.
5) INSTALL ABSORPTION FIELD TAPERS 68' FROM WELL IN LIEU OF REQUIRED 100'.
WATER SUPPLY PROTECTION NOTE
A WATER TREATMENT SYSTEM WHICH INCLUDES DISINFECTION IS INSTALLED ON THE WATER
SUPPLY INTO THE RESIDENCE PRIOR TO DISTRIBUTION.
WASTEWATER SYSTEM DESIGN
3-BEDROOM EXISTING RESIDENCE
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 330 GPD
SEPTIC TANK - EXISTING 1,000 GAL PRECAST CONCRETE TANK
TO REMAIN
PUMP STATION - NEW 1,000 GAL PRECAST CONCRETE
ABSORPTION FIELD- ELJEN TRENCHES IN STABILIZED FILL
DESIGN PERCOLATION RATE=0.8 GPD/SF, BASED ON 11-15
MIN/IN
MINIMUM TRENCH LENGTH REQUIRED = 72 LF
(PER ELJEN NEW YORK DESIGN & INSTALLATION MANUAL)
(2)ELJEN TRENCHES ® 37' LONG EACH.
2 ROWS OF 9 MODULES PROVIDED:
18 MODULES TOTAL
POTABLE WATER SUPPLY IS ON -SITE WELL
-MAINTAIN 50' MINIMUM SEPARATION BETWEEN
SEPTIC TANK & WATERBODIES OR WELLS
-MAINTAIN 100' MINIMUM SEPARATION BETWEEN
ABSORPTION FIELD, WELLS & WATERBODIES (VARIANCE
REQUESTED)
SITE SOILS DATA
TEST PIT
.LP-1 - 1212012023 BY. TOM HUTCHINS, P.E.
0-6" - TOPSOIL
6-29" - LIGHT BROWN GRAVELLY SAND FILL
29-60" - OLIVE BROWN SILT LOAM, MOTTED
WATER 0 33"
MOTT ® 31 "
BOUNDARY CONDITION 0 31"
PERCOLATION TESTS
PT-1 - 61212020 BY.• TOM HUTCHINS, P.E.
STABILIZED PERCOLATION RATE:
12 MINUTES PER INCH
Dig ® Safely.
New ®York
Call Before You Dig
IM Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digoatelynewyark.com
o N
O
N
LOCATION MAP
SYSTEM INSTALLATION NOTES I
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. W
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF Qcc
0
THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. (!)
o N
AFTER EXCAVATION OF 15' WIDE X 30' LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE
WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF cn
SOIL.
PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN,
AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE
MATERIAL IN THE STONE AND PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS
GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE
SHALL BE LAID WITH HOLES DOWN IN ALL CASES.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF
AWAY FROM THE DISPOSAL FIELD. 0 0
z
DO NOT USE HEAVY EQUIPMENT IMTHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN
INSTALLED.
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE
INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM.
THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS
JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF
NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE
APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM
THE WASTEWATER SYSTEM.
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF
AROUND ABSORPTION FIELD.
SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY LOCAL BUILDING
DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT 1S THE
RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST
INSPECTIONS.
WASTEWATER SYSTEM MATERIAL SPECIFICATIONS
A CTM r?? CA Air)
SYSTEM SAND TO BE ASTM C33 WASHED CONCRETE SAND. SEE "ASTM C33 SAND
GRADATION" FOR SPECIFICATIONS.
Cnn.-cneA rep
PIPING TO BE 2" SDR-11 HDPE, PROVIDE POSITIVE DRAINBACK TO PUMP STATION.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, T1=NCATE MIRAFI 140N
OR EQUIVALENT.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 114" PER FOOT MINIMUM
SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND
ESTABLISH TURF.
MAP REFERENCE:
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Am�
Hutchins
Engineering
PLLC
169 Havilond Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
TAX MAP # 226.12-1-28
WASTEWATER
SYSTEM
PLAN
prepared for:
Bruce Checkla
3 Lackey RD
Town of Queensbury,
County of Warren,
State of New York
WASTEWATER SYS'rEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE HOUSE WATERCOURSE, WELL
WETLAND
SEPTIC TANK 10' 10' 50' 50'
ABSORPTION FIELD 1 10' 1 20' 1 100' 1 100'
1. BASE MAP INFORMATION FROM "MAP OF A SURVEY MADE
FOR BRUCE & JOY CHECKLA, BY VANDUSEN & STEVES
LAND SURVEYORS"
2. NORTHERLY NEIGHBOR PROPERTY INFORMATION FROM "MAP
OF A SURVEY MADE FOR JAMES FINNECY," TOWN OF
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED
SEPTEMBER 24, 1993. PREPARED BY VAN DUSEN & STEVES
LAND SURVEYORS, GLENS FALLS, NY.
Drawn: AVA IChockod. GTH
Scale: NOTED Date: 11/7/2029
292263-01-S 1
WASTEWATER SYSTEM FILL MATERIAL NOTES
AFTER REMOVING ORGANICS AND TOPSOIL, PLACE WASTEWATER SYSTEM FILL OVER THE
ENTIRE AREA OF PROPOSED ABSORPTION FIELD AND TAPER AREA.
"WASTEWATER SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM
OR SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 3-5 MIN/INCH AND NO
ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 107. BY WEIGHT SHALL BE FINER
THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF
0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN
A 1/2" SIEVE.
WASTEWATER SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET
BETWEEN BEDROCK AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL
BE INSTALLED THROUGHOUT THE ABSORPTION FIELD AREA AND TAPER AREAS.
WASTEWATER SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH
TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION FIELD.
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF WASTEWATER SYSTEM FILL
MATERIAL PRIOR TO TRANSPORTING TO SITE
ASTM C33 SAND SPECIFICATION
SIEVE
PERCENT PASSING
318" (9.5-mm)
100%
No. 4 (4.75-mm)
95-100%
No. 8 (2.36-mm)
80-100%
No. 16 (1.18-mm)
50-85%
No. 30 (600-µm)
25-60%
No. 50 (300-µm)
5-3010.'
No. 100 (150-µm)
0-10%
No. 200 (75-µm)
0-5%
(MUST BE OBTAINED BY WASHING)
4" PVC SDR-35
INLET
MIN. SLOPE ,
114" PER FOOT
WATERTIGHT SLEEVE
AND SEAL (TYP)
EXISTING 1000 GALLON
PRECAST CONCRETE SEPTIC
TANK TO BE PUMPED &
INSPECTED FOR
WATERTIGHTNESS
SEPTIC TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST
CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR
EQUIVALENT.
ALL STRU('TURES SHALL BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL BtSE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE,
CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A
STABLE BA 5E-
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA
HEAVY COP'STRUCTION 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
GEO-TEXTILE COVER
WASHED CONCRETE
SAND CONFORMING TO
NYSDOT SPECIFICATION
703-07
IN -DRAIN UNIT
HOLES ® 5&7 O'CLOCK
12' MIN 5
RFTWFFN 1
g.�
1•r
DETAILED EVEN MODULE SECTION
SCALE. NTS
4" MINIMUM TOPSOIL ON ENTIRE BACKFILL
AREA; SEED AND ESTABLISH TURF
SLOPE
APPROXIMATE
WASTEWATER SYSTEM FILL MATERIAL
POLYETHYLENE EXTENSION TO GRADE WITH
TAMPER RESISTANT ACCESS COVER
(NON -TRAFFIC AREAS)
a
2"
LIQUID LEVEL O
a�
°
16"
18"
MIN.
1
LJ
W Z
X
oo_
CY
�O
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
a a a
EXISTING 1000 GALLON PRECAST CONCRETE SEPTIC TANK
TYPICAL ELJEN IN —DRAIN
ABSORPTION TRENCH
(2) REQUIRED EACH 37' LONG
' TYP. TRENCH SPACING
4'
ABSORPTION FIELD SECTION
NTS
INSTALL EFFLUENT FILTER
SUCH THAT IT IS READILY REMOVABLE
THROUGH TANK ACCESS COVER
118" PER FOOT a
MIN. SLOPE
TLET 4" PVC SDR-35
ASTM C33 WASHED
CONCRETE SAND
POLYETHYLENE EXTENSION TO
GRADE WITH TAMPER RESISTANT
ACCESS COVER
INSTALL FLOAT SWITCHES TO OPERATE
PUMP AND MAINTAIN LEVELS AS
INDI CA TED
BALL VAL VE
INSTALL VALVE AND UNION SUCH
THAT PUMP CAN BE ISOLATED
AND REMOVED WITHOUT REQUIRING
PIT ENTRY
BALL CHECK VALVE
ALARM 3" ABOVE 'PUMP ON'
PUMP ON
FLOAT SWITCHES —INSTALL INSIDE
PUMP PIT IN LOCATION
ACCESSIBLE
PUMP OFFS— WITHOUT PIT ENTRY
VOLUME OF DOSE TO BE 40f
GALLONS
16" MIN.
TAPER AREA — MAXIMUM
SLOPE 1:3. SYSTEM FILL
MATERIAL ALL AROUND
EXTERIOR WEATHERPROOF JUNCTION 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.
TRANSITION TO 4" OUTSIDE OF 12" MIN. COVER
D-BOX DISTRIBUTION BOX
BAFFLE
USE SPEED LEVELERS TO ASSURE ALL
OUTLETS ARE AT EXACTLY THE SAME
ELEVATION
4" PVC SDR-35 SOLID HEADER TO PERFORATED
ABSORPTION TRENCH PIPING, 1/8" PER FOOT MIN
SLOPE
2" PVC SDR-26
FORCEMAIN
2" SCH-40 PVC PIPING
INSIDE WET WELL THROUGH WALL
UNION — LOCATE SUCH THAT UNION CAN BE
DISCONNECTED AND PUMP REMOVED WITHOUT TANK ENTRY
REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE
THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL
SIMPLEX EFFLUENT PUMP
SITE LOCATION —i LOCATION MAP
27MIN. DROP
BETWEEN INVERTS
2"MIN.
PUMP STATION NOTES
SEAL ALL TANK OPENINGS WATERTIGHT.
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH
VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, 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
DEMAND DOSING AND TO PROVIDE A 40 GAL DOSE.
PUMP TO BE GOULDS MODEL 3885, WE03M 11OV, 113 HP, SINGLE PHASE,
30 GPM 0 25—FT TDH.
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
WASTEWATER SYSTEM SETBACK REQUIREMENTS
STREAM, LAKE,
PROPERTY LINE HOUSE WATERCOURSE, WELL
WETLAND
SEPTIC TANK 10' 10' 50' 50'
ABSORPTION FIELD 10' 20' 100' 100'
Dig Safely,
New®York
Call Before You Dig
IM Walt The Required Time
III Confirm Utility Response
Respect The Marks
Dig With Care
800.962.7962
www.digeafelynewyork.com
O
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2 .3
a)
Cr
ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering
PLLC
169 Hoviland Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
TAX MAP # 226.12-1-28
WASTEWATER
SYSTEM
DETAILS
prepared for:
Bruce Checkla
3 Lackey RD
Town of Queensbury,
County of Warren,
State of New York
Drawn: AVA Checked: GTH
Scale: NOTED Date: 111712023
292263-01-S2