1.3 1.3
WASTEWATER-SEWER\APPROVE\Checkla—Replacement Components ETU Setbacks—In APA-8-19-2024
RESOLUTION APPROVING BRUCE AND JOY CHECKLA'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12024
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Bruce and Joy Checkla (Applicants) filed an application for variances from
provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a
new enhanced treatment on-site wastewater system with certain of the components to be installed as
follows:
1. Absorption field(toe of slope)to be located.5' from the northerly property line in lieu
of the required 10' setback;
2. Absorption field(toe of slope)to be located .5' from the easterly property line in lieu
of the required 10' setback;
3. Absorption field (toe of slope) to be located 3.5' from the dwelling in lieu of the
required 20' setback;
4. Septic tank to be located 5' from the dwelling in lieu of the required 10' setback;
5. Septic tank to be located 3.5' from the northerly property line in lieu of the required
10' setback;
6. Pump station to be located 5' from the dwelling in lieu of the required 10' setback;
7. Pump station to be located 3.5' from the northerly property line in lieu of the required
10' setback; and
8. Force main to be located 4' from the dwelling in lieu of the required 10' setback;
on property located at 79 Mason Road in the Town of Queensbury,
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday, August 10, 2024, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Bruce and
Joy Checkla for variances from the Sewage Disposal Ordinance to install a new enhanced treatment
on-site wastewater system with certain of the components to be installed as follows:
1. Absorption field(toe of slope)to be located.5' from the northerly property line in lieu
of the required 10' setback;
2. Absorption field(toe of slope)to be located .5' from the easterly property line in lieu
of the required 10' setback;
3. Absorption field (toe of slope) to be located 3.5' from the dwelling in lieu of the
required 20' setback;
4. Septic tank to be located 5' from the dwelling in lieu of the required 10' setback;
5. Septic tank to be located 3.5' from the northerly property line in lieu of the required
10' setback;
6. Pump station to be located 5' from the dwelling in lieu of the required 10' setback;
7. Pump station to be located 3.5' from the northerly property line in lieu of the required
10' setback; and
8. Force main to be located 4' from the dwelling in lieu of the required 10' setback;
on property located at 79 Mason Road in the Town of Queensbury and bearing Tax Map No: 226.12-
1-18, and
BE IT FURTHER,
RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property
owner in accordance with the manufacturer's recommendations for the life of the system, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward a
certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such
notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency
during such period.
Duly adopted this 19'h day of August, 2024, by the following vote:
AYES
NOES
ABSENT:
DRAWING LIST
SURVEY
S1 -EXISTING CONDITIONS
ENGINEERING PLANS
S2 -EXISTING CONDITIONS -DEMOLITION PLAN
S3 -SITE PLAN -PROPOSED CONDITIONS
S4 -WASTEWATER DETAIL SHEET
ZONING REQUIREMENTS
WR - WATERFRONT RESIDENTIAL
MINIMUM LOT SIZE: 2-ACRES
SHORELINE SETBACK: 62.8'
(50' MIN. OR AVG. OF 2-ADJOINING NEIGHBORS,
WHICEVER IS MORE RESTRICTIVE,
NORTHERLY NEIGHBOR: 50'±, SOUTHERLY: 75.5'±)
FRONT SETBACK: 30'
SIDE SETBACKS: 15'
(LOT WIDTH GREATER THAN 50', LESS THAN 60')
(AVERAGE LOT WIDTH 59.4')
REAR SETBACK: 30'
MAX. BUILDING HEIGHT: 28'
(16' FOR ACCESSORY STRUCTURES)
PERCENT PERMEABLE: 75%
MAX. FLOOR AREA RATIO: 22%
Dig ftafelill
New/,York
■ Call Before You Dig
■ Wait The Required Time,
■ Confirm Utility Response
■ Respect Tim Marks
� Dlg Wit0h Care
800- -7962
www.cUgwdelynewyork.com
Cover Sheet
Bruce &Joy Checkla
Tear -Down &
New Single Family
Residence
79 Mason Rd.
Cleverdale -Harris Bay -Lake George
Town of Queensbury
Warren County
New York State
Tax Map # 226.12-1-18
January 17, 2024
Site Lmbon
Location Mav
Town of Queensbury
Local Board of Health
Submission:
July 31, 2024
292195-01
Bruce & Joy Checkla
79 Mason Rd
Cleverdale - Lake George
v an D u s en
Steves
Land Surveyors
169 ]a.'n ad Road Qu-mbur7. New York 12804
SRG(518)
792-8474 New York Lie. No. 50195
STRA{�R RO'fW GILMORE
ARCHITECTS
ARCHUECTURE
PLMNM
1N'TERIflR IIESTGN
Hutchins Engineering PLLC
REWIMAMN
169 HaWland Road G. THOMAS HUTCHINS, P.E.
143 JAY S RM
SOiENECTADY, NY 12305
374-9412
Queensbury, NY 12604
THOMAS R. CENTER, P.E.
($18)
Tic (518) 37+4049
(518) 745-0307 Phone LUCAS W. DOBIE, P.E.
1nfoasrgarch.mm
(518) 745-0308 Fax
Map References
Ripleys Point
By: J.W. Reed
Dated: April, 1887
Map of a Survey made for
John & Marion Cushing
Dated: August 21, 1990
By: Van Dusen & Steves
Land Surveyors
Deed Reference
O
Lands Now or Formerly of
Sarah Wheeler
Book:1048 Page:38
22G. 1 2-1 -1 9
William T. Burns
TO
Adjomer's
5ulld
John P. Cushing and
L
ng
Marion S. Cushing
I
Dated: November 15, 1988'
Book:744 Page:141
s
5't To Mean High Water 8(
;, `1
o
E -
g L2 ;�
L
A
Ur
E-
S
C1
L 86 20 4 "
E n
'�
Cloth��U�e
Lake George
NOTE5:
1.) REFERENCE 15 HEREBY MADE TO A CERTIFICATE FOR TITLE INSURANCE
ISSUED BY BAY STREET ABSTRACT CORP., AS AGENT FOR WE5TCOR
LAND TITLE INSURANCE COMPANY, DATED JUNE 12, 2020, BEARING
TITLE NUMBER W-15091 , AS RECEIVED BY VAN DU5EN #- 5TEVE5
LAND SURVEYORS BY EMAIL.
2.) THE FIELD SURVEY WAS CONDUCTED DURING WINTER WEATHER
CONDITIONS WITH SIGNIFICANT SNOW AND ICE COVER.
3.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD.
4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN
ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE
NEW YORK STATE ASSOCIATION OF PROFE55IONAL LAND SURVEYORS.
5.) TH15 MAP 15 COPYRIGHT O 2024 VAN DU5EN E STEVE5 LAND
SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO TH15
DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW
YORK STATE EDUCATION LAW.
G.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE
NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF
INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED
TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES.
7.) CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (NGVD29).
8.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.
9.) THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RIGHTS, TITLE OR
INTEREST THE TOWN OF QUEEN58URY, THE COUNTY OF WARREN, AND
THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE
ROAD5, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING
PUBLIC MAY HAVE TO THE BED OF THE ROADS.
Boathouse
b'y FF(Threshold):342.56' o P S If
I
I
Area /J
s
N 1441 d ' rn+or Pik,
111t To Mean High Water I
�n
I) Two SWood Fra e 9417� 7 Sq. Feet ° ' 10
0.2 Acres I
E
15 Setback
62.64' EJectnc M I Approx. Septic
Lands Now or Formerly of
Frank & Rosemary Pusateri
Book:1440 Page:61
22G. 1 2-1-1 7
sham ink Fence
+' ) N 86°20'40" W
/ AdJomer+s gul \
Id'ng
Legend
IPF = Iron Pipe Found
IRF = Iron Rod Found
CIRF = Capped Iron Rod Found
CIRS = Capped iron Rod Set
00 = Chain Link Fence
O9 = Lots from Map Ref. No. 1
■■T/' c
�/ u S
S
Land Surveyors
169 Haviland Road Queensbury, NYork 12804
, New or
(518) 792-8474 New York Lie. No. 50135 1
"UNLANDS IS A AUTHORIZED ALTERATION OR ADDITION A
MAP BEARING A LICENSED ND SURVEYORS SEAL IS A
VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE
NEW YORK STATE EDUCATION LAW."
ONLY COPIES FROM THE OF THE OF THIS SURVEY
MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS
SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.'
'CERTIFICATIONS INDICATED HEREON SIGNIFY THAT
THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE
EX STING CODE OF PRACTICE FOR LAND SURVEYORS
BY iE NEW YORK STATE ASSOCIATION OF PROFESSION
LANnD SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONL
TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, A
ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL
AGENCY AND LENDINGOF THE LENITHENSTLENDLISTED HEREON, AND
TO THE ASSIGNEES DING INSTITUTION.- INSTITUTION.-
1
Map of a Topographic Survey made for
Bruce & Joy Check 1 a
D
ID
Town of Queensbury, Warren County, New York
Dates .kite 16, 2020
a°�° 1'�0'
S 1
SHWr 1 OF i
1
01/08/24
UPDATE/TOPOGRAPHY
cHecKLA
DWG. NO.90-228 51
NO.
DATE
DESCRIPTION
22G. 1 2-1-18
BY VAN DUSEN & STEVLS LAND SUKVEYUMS.
SOUTHERLY PARCEL
BASE MAP INFORMATION FROM "MAP OF LANDS OF
DOR07HY B. HODGKINS, " TOWN OF QUEENSBURY, WARREN
COUNTY, NEW YORK. DATED MARCH 7, 1995, REVISED
MARCH 15, 1996, PREPARED BY COULTER & MCCORMACK
LICNESED LAND SURVEYORS.
AI I A/
SUBJECT PARCEL
"JOHN CUSHING SEPTIC, TOWN OF QUEENSBURY PLAN & DETAILS"
DATED SEPTEMBER 11, 1996, LAST REVISED SEPTEMBER 17, 1996.
PREPARED BY NACE ENGINEERING CIVIL ENGINEERS, GLENS FALLS, NY
NORTHERLY PARCEL
"WASTEWATER SYSTEd REPLACEMENT PLAN PREPARED FOR SARAH
WHEELER, 83 MASON , ROAD, CLEVERDALE" DATED AUGUST 26, 2009,
LAST REVISED 2, 2010. PREPARED BY HUTCHINS
ENGINEERING, QUEENS DEC,"URY, NY
EASTERLY PARCEL
"WASTEWATER SYSTEd PLAN PREPARED FOR JAMES & MARY ANN
FINNECY, 82 MASON ?OAD, CLEVERDALE' DATED JUNE Z 2020, LAST
REVISED JULY 15, 2020. PREPARED BY HUTCHINS ENGINEERING,
QUEENSBURY, NY
Cedar Hedge
_..
G.G' To Siding
_._.
G.8' To Foundation I G.3' To Siding
oI G.8' To Foundation
Patio Block Walk I
60'+ Wood Frame I Q
50.01± I .J
Wood pecrea
k house I
p 22G. 12-1-19 I 9400a sq. ft.
83 Mason Road I 0.22± acres
LAKE WATER Q Lands NI F of
SUPPLY O Wheeler Revocable Trust
NEIGHBORING
WASTEWATER SYSTEM
PER MAP REF 2
r
SITE SOILS DATA 111
rr
TEST PIT PERCOLATION TEST
TP-1 - 5121124 BY T. HUTCHINS, P.E. PT-1 - 5121124 BY r r I
T. HUTCHINS, P.E. r !
AREA OF PROP. ABSORPTION RELD
AREA OF PROP. ABSO�pT►ON FlELD
0-12" OLD DRIVEWAY GRAVEL
12-32" RED -BROWN FlNE SAND,
STABILIZED PERCOLA TIC
7 MINUTES PER INCH ON RA TE.
LITTLE SILT, SOME STONES
32-52" LIGHT BROWN SANDY SILT
52-72" LIGHT BROWN SILTY SAND,
MOTTLED, MOIST
BOUNDARY CONDITION 0 52"
EXISTING CONDITIONS & DEMO PLAN
SC/ILE.1 "=10'
GRAPHIC SCALE
5 0 Z5 5 10 20
( IN FEET )
I I . VV V II LIIIG
Concrete
Surface
Craig A Lisa Merry
D
ABANDONED O WELL CASING LAKE WATER
SUPPLY
' ju
4
r
I
I
I
L
3 Lackey Road
2G. 1 2- 1 -25 Lands NIF of
Bruce 3 Joy Checkla
ZONING REQUIREMENTS
TOWN OF QUEENSBURY CHAPTER 179
ZONING ORDINANCE
ZONE - WR (WATERFRONT RESIDENTIAL)
MINIMUM LOT SIZE - 2 ACRE
FRONT SETBACK - 30'
SIDE SETBACKS - 15'
(AVG. LOT WIDTH >50', <60')
REAR SETBACK - 30'
SHORELINE - 62.8'
(OR AVERAGE OF 2 ADJOINERS,
WHICHEVER IS MORE RESTRICTIVE)
- NORTHERLY NEIGHBOR = 50'+
- SOUTHERLY NEIGHBORING = 75.5t
AVERAGE OF 2-NEIGHBORS = 62.8f,
UTILIZE 62.8' SHORELINE SETBACK
LOT WIDTH - 150'
ROAD FRONTAGE - 150'
MAXIMUM BUILDING HEIGHT - 28'
MINIMUM PERCENT PERMEABLE - 75%
MAXIMUM FLOOR AREA RATIO - 22%
SITE SETBACKS
REQUIRED FOR
WR-ZONE
EXISTING
HOUSE
SHORELINE
62'8'
(AVG. OF 2 ADJOINERS)
39.5'
FRONT
30'
62'
SIDE NORTH
15'
23'
SIDE SOUTH
15'
2.5'
Nig FRJA Safely,
ew/,York
■ Can Before You Dig
■ Walt The Required Time
■ Confirm Utility Response
■ Respect The Marks
■ Dig With Care
800-962-7962
www.Agenfelynewyork.com
14
11
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 12604
(518) 745-0307 Phone
(518) 745-0308 Fax
G. THOMAS HUTCHINS, P.E.
THOMAS R. CENTER P.E.
LUCAS W. DOBZE, P.E.
EXISTING
CONDITIONS
& DEMO PLAN
prepared for:
Bruce & Joy Checkla
79 Mason Rd
Cleverdale
Harris Bay - Lake George
Town of Queensbury,
County of Warren,
State of New York
TAX MAP #
226.12-1-18
Drawn. NKB Checked. LWD
Scale. f"=fo' IDato. 8/1540=1
292195-01-S2
i
i
Ir
�r
G�
a�
0 \
/
WOpd Deck
\ z oo a
7.51±
5'± To Mean High Water
Boa th
ous
e
. .. ... .. .....
Lake
George
Harris
Bay
ter,?
0LL�/
3 ° IPF/ (B,
"I u
Lake
George
Harris
Bay
ter,?
0LL�/
3 ° IPF/ (B,
"I u
/MV
�I
/
'
l
I
18„0.
z
�I
+I
I
o
Sl
iehnlock
.
I2emlo k
uU�( I
1 CIR 144.10 ,
11'± To Mean High Waters
\
li
N
MAP REFERENCES:
SUBJECT PARCEL
BASE MAP INFORMATION FROM "MAP OF A TOPOGRAPHIC
SURVEY MADE FOR BRUCE & JOY CHECKLA, TOWN OF
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED JUNE
16, 2020, LAST REVISED JANUARY 8, 2024, PREPARED
BY VAN DUSEN & STEVES LAND SURVEYORS
SOUTHERLY PARCEL
BASE MAP INFORMATION FROM "MAP OF LANDS OF
DOROTHY B. HODGKINS. " TOWN OF QUEENSBURY, WARREN
COUNTY, NEW YORK. DATED MARCH 7, 1995, REVISED
MARCH 15, 1996, PREPARED BY COULTER & MCCORMACK
LICNESED LAND SURVEYORS
PLAN REFERENCES:
SUBJECT PARCEL
"JOHN CUSHING SEPTIC, TOWN OF QUEENSBURY PLAN & DETAILS"
DATED SEPTEMBER 11, 1996, LAST REVISED SEPTEMBER 17, 1996.
PREPARED BY NACE ENGINEERING CIVIL ENGINEERS, GLENS FALLS, NY
NORTHERLY PARCEL
"WASTEWATER SYS-ffiM REPLACEMENT PLAN PREPARED FOR SARAH
WHEELER, 83 MASdN ROAD, CLEVERDALE" DATED AUGUST 26, 2009,
LAST REVISED D€CEMBER 2, 2010. PREPARED BY HUTCHINS
ENGINEERING, QUEENSBURY, NY
EASTERLY PARCEL
"WASTEWATER SYSffM PLAN PREPARED FOR JAMES & MARY ANN
FINNECY, 82 MASON ROAD, CLEVERDALE" DATED JUNE 2, 2020, LAST
REVISED JULY 15, 2020. PREPARED BY HUTCHINS ENGINEERING,
QUEENSBURY, NY
75.5,E
50.0'±
LAKE WATER
SUPPLY
PROP. 1250-GAL
PRECAST CONCRET
UAL -COMPARTMENT
SEPTIC TAN
1
226. 12'-I -
'&
61
041
.2
IR
SITE SOILS DATA
G.G' To 51dincj
U' G.8' To Foundation
GO'±
Cedar hedge 0 0 0 0
o 51dincj
I G.8' To Foundation
Patio Block Walk I
� I
I �
Wood Frame I 9
hou5e i
U I
p22G. 1 2-1-19 I 940oArs9. a ft.
83 Mason Road +
Lands NIF of 0.22± acres
p Wheeler Revocable Trust
RUP. NATURAL
OLDER W ALL,
0 -R+ HEIGHT
Concrete 5tens
I 1 . UU U II LirIG
Concrete
Surface
IPF
x
_ EN
W
a� 060
Z
� W jjYY3
eg
d
3
75 Mason Road r
Lands NIF of
Frank Rosemary Pusateri NEIGHBORING I
' WASTEWATER SYSTEM
PER PLAN REF 3 I
TEST PIT PERCOLATION TEST
TP-1 - 5121124 BY T. HUTCHINS, P.E. PT-1 - 5121124 B):- T. HUTCHINS, P.E.
AREA OF PROP. ABSORP71ON FIELD AREA OF PROP. ABSORPTION FIELD
0-12" OLD DRIVEWAY GRAVEL
12-32" RED -BROWN FINE SAND, STABILIZED PERCO" nON RATE.
LITTLE SILT, SOME STONES 7 MINUTES PER INC4
32-52" LIGHT BROWN SANDY SILT
52-72" LIGHT BROWN SILTY SAND,
MOTTLED, MOIST
BOUNDARY CONDITION 0 52"
PROPOSED CONDITIONS SITE PLAN
SCALE. 1 "=10'
GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
NEIGHBORING
WASTEWATER SYSTEM
PER MAP REF 2
r
r r r
r r r I
r r
r r r
r r r
r r r
r r r
r r r
� 1
I
L
3 Lackey Road
2G. 12-1-25 Lands NIF of
Bruce R Joy CheckIa
SEPTIC VARIANCE SUMMARY
1. ABSORPTION FIELD TO NORTHERLY PROPERTY LINE
10' REQUIRED
0.5' PROPOSED FOR TOE OF FILL
9.5' OF RELIEF REQUESTED
2. ABSORPTION FIELD TO EASTERLY PROPERTY LINE
10' REQUIRED
0.5' PROPOSED FOR TOE OF FILL
9.5' OF RELIEF REQUESTED
3. ABSORPTION FIELD TO DWELLING
20' REQUIRED
3.5' PROPOSED FOR TOE OF FILL
16.5' OF RELIEF REQUESTED
4. SEPTIC TANK TO DWELLING
10' REQUIRED
5'PROPOSED
5' OF RELIEF REQUESTED
5. SEPTIC TANK TO NORTHERLY PROPERTY LINE
10' REQUIRED
3.5' PROPOSED
6.5' OF RELIEF REQUESTED
6. PUMP STATION TO DWELLING
10' REQUIRED
5'PROPOSED
5' OF RELIEF REQUESTED
7. PUMP STATION NORTHERLY PROPERTY LINE
10' REQUIRED
3.5' PROPOSED
6.5' OF RELIEF REQUESTED
8. FORCEMAIN TO HOUSE
10' REQUIRED
4'PROPOSED
6' OF RELIEF REQUESTED
SITE SETBACKS
REQUIRED FOR
WR-ZONE
EaSTZNG
HOUSE
PROPOSED
HOUSE
SHORELINE
62.8'
(AVG. OF 2 ADJOINERS)
39.5'
50.1'
(LAKESIDE
PORCH)
FRONT
30'
62'
30.1'
SIDE NORTH
15
23'
15.1'
SIDE SOUTH
15'
2.5'
15.1'
PRELIMINARY,
NOT FOR CONSTRUCTION
ISSUED JULY 31, 2024 FOR SEPTIC VARIANCES,
FULLY DETAILED SITE PLAN TO BE
PREPARED FOR PLANNING & ZONING
BOARDS APPROVALS AFTER LOCAL
BOARD OF HEALTH APPROVALS
Safely.
NeI
/,York
■ Call 501 You Dig
■ Wait The Required Time
■ Confirm Utility Response
■ Respect The Marks
■ Dig with Care
800.%2.7962
www.digsalelynewyork.aom
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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
G. THOMAS HUTCHINS, P.E.
THOMAS R. CENTER, P.E.
LUCAS W. DOBZE, P.E.
PROPOSED
CONDI TZONS
SITE PLAN
prepared for:
Bruce & Joy Checkla
79 Mason Rd
Cieverdale
Harris Bay - Lake George
Town of Queensbury,
County of Warren,
State of New York
TAX MAP #
226.12-1-18
Drawn: HIM
Cheeked: LED
scale: 1"sso'
Dab: 8/18/2023
292195-01-S3
POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
4" PVC
TEE -BAFFLE
4" PVC SDR-35
_ HOUSE SEWER
INLET
MIN. SLOPE °
1/4" PER FOOT
a
WATERTIGHT SLEEVE
7.
AND SEAL (TYP)
1250 GALLON, 1-PIECE-
DUAL-COMPARTMENT PRECAST
CONCRETE SEPTIC TANK
12" OF 3/4-1-1/2"
CRUSHED STONE
APPROXIMATE
FINISH GRADE
12" MIN.
COVER
2"
6" MIN.
16"
W Z >C
=,o� 0 60-75% OF
`� TANK VOLUME
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
SEPTIC TANK NOTES
LIQUID LEVEL
1/3
DEPTH 18"
OF OUTLET MIN.
INVERT
25-40% OF
TANK VOLUME
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 STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS 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.
NT5
BED LENGTH
POLYETHYLENE EXTENSION 4" PVC
TO GRADE WITH TAMPER TEE -BAFFLE
RESISTANT ACCESS COVER
INSTALL POLYLOK PL-122 FILTER
SUCH THAT IT IS READILY REMOVABLE
THROUGH TANK ACCESS COVER
1/8" PER FOOT
MIN. SLOPE
OUTLET 4" PVC SDR-35 EFFLUENT SEWER
ALARM 3"
ABOVE 'PUMP ON'
& LAG PUMP ON
PUMP ON
PUMP OFF
30"0 POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
INSTALL FLOAT SWITCHES TO OPERATE
PUMP AND MAINTAIN LEVELS AS INDICATED
BALL VALVE, ONE PER PUMP -
INSTALL VALVES AND UNIONS SUCH
THAT EITHER PUMP CAN BE ISOLATED
AND REMOVED 107HOUT REQUIRING PIT
ENTRY
a
BALL CHECK VALVE —�
FLOAT SWITCHES - INSTALL INSIDE
PUMP PIT IN LOCATION ACCESSIBLE
_ WITHOUT PIT ENTRY
16" MIN. 500 GALLON PRECAST
VOLUME OF DOSE TO BE 30t GALLONS CONCRETE PUMP STATION
a ° a
2 f r
SEPTIC TANK & PUMP STATION DETAIL
NTH
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
— EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
CHAIN ON EA. PUMP INSTALL CONTROL PANEL IN HOUSE ALL ELECTRICAL
TO TOP OF TANK TO WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
ALLOW FOR FUTURE INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION.
PUMP REMOVAL INSPECTOR TO AFFIX SEAL TO CONTROL PANEL.
WITHOUT ENTERING TANK
12" MIN. COVER
TRANSITION TO 4" DISTRIBUTION BOX
OUTSIDE OF D-BOX
CONC. BAFFLE v
USE SPEED LEVELERS TO 27MIN.
ASSURE ALL OUTLETS ARE AT
2" TEE JOINS TWO EXACTLY THE SAME 2"MIN. DROP
PUMP DISCHARGES ELEVATION BETWEEN INVERTS
INTO ONE FORCEMAIN 4" PVC SDR-35 SOLID HEADER
TO PERFORATED ABSORPTION
TRENCH PIPING,
2" PVC SDR-26 1/8" PER FOOT MIN SLOPE
FORCEMAIN, PROVIDE
POSITIVE
TO PUMP STAI TIONCK PUMP STATION NOTES
2" SCH-40 PVC PIPING SEAL ALL TANK OPENINGS WATERTIGHT.
° INSIDE WET WELL THROUGH WALL
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP
UNION - LOCATE SUCH THAT UNION CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM.
CAN BE DISCONNECTED AND PUMP INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL
REMOVED WITHOUT TANK ENTRY PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH
REDUCING TEE POINTED DOWNWARD WITH 1" ALARM IN HOUSE IN ACCORDANCE K17H MANUFACTURER'S
BALL VALVE THROTTLED TO ALLOW TRICKLE INSTRUCTIONS AND NATIONAL ELECTRIC CODE N.E C.
DRAIN BACK INTO WETWELL ( )
REQUIREMENTS.
DUPLEX EFFLUENT PUMPS PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO
PROVIDE A 30-GALLON DOSE.
EFFLUENT PUMPS TO BE GOULDS, MODEL 3885 WE03M
SUBMERSIBLE EFFLUENT PUMP 3/8 HP, 230 VOLT, 1PH /
SINGLE PHASE, 30 GPM 0 25' TDH
12" MINIMUM SPACING L 36"
BETWEEN MODULE ROWS
DETAILED ELJEN B43 MODULE SECTION
NTS
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE
WELL
WATERLINE
HOUSE
LAKE GEORGE
SEPTIC TANK,
PUMP STATION,
10,
50'
10,
10,
50'
FORCE MAIN
ABSORPTION FIELD
10,
100,
10,
20'
100,
(TOE OF FILL)
NOTE.• SEPTIC VARIANCES FOR DEFICIENT SETBACKS TO BE RECEIVED
FROM TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH
WASTEWATER SYSTEM DESIGN
3-BEDROOM RESIDENCE
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 2.5 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 330 GPD
SEPTIC TANK - NEW 1250 GALLON PRECAST CONCRETE
- 1-PIECE, DUAL COMPARTMENT
PUMP STATION - NEW 500 GALLON PRECAST CONCRETE
- W/DUPLEX PUMPS & ALTERNATING DEMAND DOSE CONTROLLER
LEACH FIELD - ELJEN ABSORPTION BED
DESIGN PERCOLATION RATE = 6-7 MIN/IN
MINIMUM ABSORPTION AREA REQUIRED = 413 SF
PROVIDE 415 SF (GEOMETRY PER PLAN)
(PER ELJEN NEW YORK DESIGN & INSTALLATION MANUAL)
15 ELJEN MODULES TOTAL REQUIRED
(3) 4-FT ELJEN GSF MODULES TO BE PROVIDED PER ROW
MODULES PROVIDED = 5 ROWS 0 3 MODULES
15 MODULES TOTAL PROVIDED
(PER ELJEN CORPORATION NEW YORK DESIGN & INSTALLATION MANUAL)
- POTABLE WATER SUPPLY TO BE LAKE GEORGE LAKE WATER
WITH FILTRATION & UV DISINFECTION
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 10%
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 2.0mm. 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 70 NOTIFY ENGINEER OF PROPOSED SOURCE OF WASTEWATER SYSTEM
FILL MATERIAL PRIOR TO TRANSPORTING TO SITE
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
AND THE MANUFACTURER ANUA'S INSTRUCTIONS.
AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE
WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN
ORDER TO LOOSEN SMEARED SECTIONS OF SOIL.
PLACEMENT OF CONCRETE SAND, ELJEN B43 GSF UNITS 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 ABSORPTION
BED.
DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE
DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER
ABSORPTION SYSTEM HAS BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT
DESIGNED TO ACCOMODATE EXTREME WATER USAGE DEVICES SUCH AS
IN -SINK GARBAGE GRINDERS AND JACUZZI / SPA TUBS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
SYSTEM MATERIAL SPECIFICATIONS
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT
MINIMUM SLOPE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT
MINIMUM SLOPE.
FORCEMAIN
PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND POSITIVE
DRAINBACK TO PUMP STATION.
ABSORPTION BED AGGREGATE
AGGREGATE IS TO BE ASTM C-33 WASHED CONCRETE SAND.
EVEN GSF MODULES
36" WIDE x 48" LONG ELJEN GSF MODULES TO BE MODEL 843.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TFNCATF
MIRAFI 140N OR EQUIVALENT.
FILL MATERIAL
FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL
MATERIAL NOTES."
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND
ESTABLISH TURF.
ASTM C33 SAND SPECIFICATION
SIEVE
PERCENT PASSING
3/8" (9.5-mm)
100%
No. 4 (4. 75-mm)
95-100Z
No. 8 (2.36-mm)
80-100%
No. 16 (1.18-mm)
50-85%
No. 30 (600-Eun)
25-60%
No. 50 (300-µm)
5-30%
No. 100 (150-µm)
0-10%
No. 200 (75-Tun)
0-3%
(MUST BE OBTAINED BY WASHING)
Nig Safely,
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■ Cali Before You Dig
■ Wait The Required Time
■ Confirm Utility Response
■ Respect The Marks
■ Dig With Care
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ALTERATION OF THIS DOCUMENT EXCEPT BY
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
Hutchins
Engineering
PLLC
169 Haviland Road
QUeensbwy, NY 12604
(518) 745-0307 Phone
(518) 745-0300 Fax
G. THOMAS HUTCHINS, P.E.
THOMAS R. CENTER, P.E.
LUCAS W. DOBIE, P.E.
WASTEWATER
DETAIL
SHEET
prepared for:
Bruce & Toy Checkla
79 Mason Rd
Cleverdale
Harris Bay - Lake George
Town of Queensbury,
County of Warren,
State of New York
TAX MAP #
226.12-1-18
Drawn: NKR
Checked: LWD
kale: 1 "-f0'
10aft. 81151=3
292195-01-S4