SEP-0256-2022 SEPTIC DISPOSAL PERMIT office Use only
APPLICATION Permit#: c`.G—�- 02-rpro -7.Q2Z
Town of Queensbury
Permit Fee:$
Invoice#:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.gueensbury.net Septic Variance? Y
Flood Zone? Y
Wetlands? //Yr � r� , (F:R'evi,ewed
Project Location: 245 Cleverdale Road
Tax Map #: 226.16-1-11
(_ m.�`J��ark_L.t�fj? �—��^CS�Gi—•_, il�1/
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms: X gallons per =total daily flow
1perday bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (choose one) ❑ [�
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 Installed? (choose one) El ❑�
7 110 770
PARCEL INFORMATION:
Topography Flat Rolling ❑ Steep Slope % Slope
Soil Nature ❑ Sand [0 Loam ❑ Clay [J Other, explain: SILT
Groundwater At what depth? MOTTLING @ 26", GROUNDWATER @ 44"
Bedrock/Impervious material At what depth? GREATER THAN 54"
Domestic Water Supply ❑ Municipal ❑ Well VLake'
(if well or lake, water supply from any septic system absorption is
160 ft.)
Percolation Test Rate.: 6 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub 1,500 GAL S.T.W/1,000 P.S. @ HOUSE, 1,000 GAL S.T. @ TWO-1 B/R BLDGS
System Absorption field w/#2 stone Total length 385 ft.; Each Trench 55 ' ft.
Seepage Pit w/#3 stone .How many: ; Size:
Alternative System Bed or other type:
Holding Tank System Total required capacity? ; tank size ;
# of tanks
Septic Application Revised April 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Jean Meyer(contact: Martha Noordsy)
Mailing Address, C/S/Z: P.O.-Box 72 Cleverdale. NY 12820
Cell Phone: (518)744-8425 Land Line: 518-798-8641
Email: manoordsy@gmail.com
• Primary Owner(s):
Name(s): Jean T. Meyer Trust
Mailing Address, C/S/Z: P.O. Box 72 Cleverdale, NY 12820
Cell Phone: 518-744-8425 (Martha) Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): Crandall Excavating, Inc.
Contractor Trade: Excavation
Mailing Address, C/S/Z: 63 Woodchuck Hill Road Lake George, NY 12845
Cell Phone: Land Line: 518-793-0431
Email:
"Workers' Comp documentation must be submitted with this application"
• Eneineer(s):
Name(s):_Hutchins Engineering PLLC
Mailing Address, C/S/Z: 169 Haviland Road Queensbury, NY 12804
Cell Phone: Land Line: 518-745-0307
Email: thutchins0hutchinsengineering.com
Contact Person for Compliance in regards to this project: Tom Hutchins
Cell Phone: Land Line: 518-745-0307
Email: thutchinsC&-hutchinsenaineerina.com
NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical
inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is
received and approved. The installed system must match the septic layout on file—no exceptions. 3. As-
built drawings must be submitted prior to the inspection, if there has been a change to the submitted
plans. 4. If, for any reason, the building permit application is withdrawn, 30% of the fee is retained by the
Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained.
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material
representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be
void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury
Sanitary Sewage Disposal Ordinance.
PRINT NAME: C fir /V _ T 7
SIGNATURE:, �1�/�/,r/t DATE:
'—`T (s •24,7- Z-
Septic Application Revised April 2021
TOWN OF Q UEENSB URY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
qA:—i Plan to scale
Deceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and
Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
kb All wells on property and adjacent properties shownli�
Water line shown Municipal or well 10'separation to any part of system
Setback to property lines show 10' or more for any part of system
Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10' from any waterline
�)-KSeptic tank to foundation crawl space/slab on grade, grade in crawl space must be above top of septic tank
for0',Separation required (field verification required)
'*Septic tank sized for number of bedrooms and add 250 gals forJacuzzi tubs/garbage grinder each
16Leech Field 20' from foundation 100'from any well 10' from water line
Seepage pit 150'from well 50'from septic tank
P' WeSeepage Pits 3-times diameter apart
LN I Septic tank and pump stations over 30 gallons 50' from watercourse or wetland
%distance from bottom of trench or system 24 to bedrock or mottli 36 within 1000 of Lake George
Leech field 100'from watercourse or wetland
%- Toe of mound or bottom of retaining wall 10'from property line 100'from well 20' from
Foundation
Provide Engineer/Architect stamp for bed or design systems
I)ADepartment of Health Approval for all mobile home park new systems Flood Plain requirements
f� 2' above established flood elevation to bottom of system
&AII tanks anchored or 2' above flood elevation
Revised 4/15/2021
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
Permit No S�P� Cert.N A 5 0 0 8 5 Cut-in Card No...................................
.�..............
Owner.......................... .. x......... .....................................................................................
Location......2- ..,� 'iZ.......C,t:,c.;s.s,.z.2.!.A.X.......A.Q...................................................................
InstallationConsisting of...................................................................................................................................
...... l „y/c,, -....................................................
..................................................................................................................................................................................
InstalledBy..........f'./)........ ti............................................Lic.No.................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued i
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of datc. Upon thi
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making inspections at any time, and if it
rules are violated,the Company shall have the right to revoke this certificate.
Date.......... -2 q-2 2-............ INSPECTOR
Mamh—NFPA 1A_F1
WASTEWATER SYSTEM DESIGN
7-BEDROOM DESIGN
SITE LOCATION �'Q %�' fD E P .
LOC TO MAP
_
(5-B/R HOUSE, 1-B/R BLDG, 1-B/R BLDG)
�' `
RevieT(i--
_
- - —
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM INSTALLATION NOTES Date: 2,
i
sYs7FM DESIGN FLOW - 770 cPD
CONSTRUCRON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT
r
OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND AS7M F481 INSTALLATION OF THERMOPLASTIC PIPE AND
5-BEDROOM HOUSE
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS
SEPTIC TANK -PROPOSED 1,500 .GALLON PRECAST CONCRETE
PUMP STATION -PROPOSED 1,000 GALLON PRECAST CONCRETE
AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL
LANDS N/F OF
BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
HOLDEN
LAKE WATER SUPPLY
TWO— 1—BEDROOM BUILDINGS (TWO BEDROOMS TOTAL)
PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF
SEP71C TANK - PROPOSED 1,000 GALLON PRECAST CONCRETE
FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORP71ON TRENCHES
LEACH FIELD - PIPE -IN -STONE ABSORPTION TRENCHES
THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT
SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS.
IN RAISED CONRGURA71ON
l
I-
DESIGN PERCOLATION RATE = 6-7 MIN/IN
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
L--- - �_
APPLICATION RATE = 1.0 GPD SF
DISPOSAL FIELD.
ABSORPTION TRENCH AREA REQUIRED = 770 SF
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED.
LANDS N/F OF
2' WIDE ABSORPTION TRENCH REQUIRED = 385 L.F.
CHAMBERLIN
INSTALL 7 TRENCHES AT 55 LF. = 385 LF
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE
LAKE WATER SUPPLY
EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE
GRINDERS _
POTABLE WATER SUPPLY IS LAKE SUPPLY
_
MAINTAIN 10' MIN. SEPARATION BETWEEN WATER SUPPLY
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
_
LINE(S) AND ALL WASTEWATER SYSTEM COMPONENTS
WASTEWATER SYSTEM.
SYSTEM MATERIAL SPECIFICATIONSREVISED
I
ABSORPTION FIELD AGGREC4TE
LANDS N/F OF
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
HUNT
EFFLUENT FILTER
I VACANT LOT
EFFLUENT FILTER TO HAVE 1116-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT.
I NO WATER SUPPLY
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC INSTALL 107H 1/8" PER FOOT MINIMUM SLOPE.
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAFI 14ON OR EQUIVALENT.
FORCEMAIN
SITE SOILS DATA
PIPING TO BE 1-1/2" SDR-11 HDPE OR SDR-21 PVC, PROVIDE POSITIVE DRAINBACK TO PUMP STATION.
TES'( pI7'
HOUSE SEWER PIPE
TP-1 - 71612021 BY TOM HUTCHINS, P.E.
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL IMTH 1/4" PER FOOT MINIMUM SLOPE
0-10" - TOPSOIL
TOPSOIL
LANDS N/F OF
10-21" - LIGHT BROWN SILTY FINE SAND,
PLACE 4" MINIMUM TOPSOIL OVER EN71RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
GUIDOS
LAKE WATER SUPPLY
TRACES OF CLAY
WASTEWATER SYSTEM FILL MATERIAL
I
21-28" - OLIVE BROWN GRAVELLY SILT LOAM
SEE WASTEWATER SYSTEM FILL MATERIAL NOTES, "
28-54" - OLIVE BROWN FINE SANDY SILT,
WASTE/ATER SYSTEM FILL MATERIAL NOTES
TRACES OF GRAVEL
AFTER REMOVING ORGANICS AND TOPSOIL, PLACE WASTEWATER` SYSTEM FILL OVER THE ENTIRE AREA OF
_ - -
MOTTLING (BOUNDARY CONDITION) 0 26"
PROPOSED ABSORPTION FIELD AND TAPER AREA.
SLIGHT GROUNDWATER 0 44"
"WASTEWATER SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY
LANDS N/F OF
PROVIDE 36" M R77CAL SEPARATION TO
GRAVEL 10714 M-PLACE PERCOLATION RATE OF 3-5 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN
MONAHAN
BOUNDARY CONDITION
SIZE. LESS' THAN 10% BY WEIGHT SHALL. BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY
I LAKE WATER SUPPLY
I
WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.0mm. LESS THAN 15%" OF 7HE MATERIAL BY WEIGHT
PERCOLATION TEST
SHALL BE LARGER THAN A 1/2" SIEVE.
PTA P.E.
TOM HTE-
L
WASTEWATER SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN
_ -
6N$
STABILIZED PERCOLATION RATE 6 MINUTES PER INCH
ED PERC A7
- SEASONAL HIGH < GROUNDWATER < AND BOTTOM OF ABSORPTION FIELD (3671 BELOW EXISTING GRADE). ; 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 10711 TRACKED
EQUIPMENT PRIOR TO INSTALLATION OF ABSORP7ION TRENCHES
INSTALLER' TO NOTIFY ENGINEER OF PROPOSED SOURCE OF WASTEWATER SYSTEM FILL MATERIAL PRIOR TO.
TRANSPOR77NG TO 27 ,
MATERIAL REQUIRED TO PROVIDE COVER OF SEP71C TANK MAY BE NATIVE MATERIAL OR 07HER MATERIAL
WHICH 1S NOT NECESSARILY "WASTEWATER SYSTEM FILL."
C�� V E
MAY 2 O 2022
Fr
TAX MAP # 226.16- sBURY
Dig FSafely.
COMMUNITY DEVELOP
New/.york
® Call Before You Dig
■ wait The Required Time
N Confirm utility Response
Respect The Parks
7 Dig With Cara
Dig
® With
1
REVISED PER BLDG DEPT COMMENTS
5/20/2022
800■962-7962
0
ISSUED FOR PERMIT
51312022
www.aig.afelynewrork.com
No.
Revisions
Dote
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPER7Y LINE
HOUSE
STREAM, LAKE;
WATERCOURST
WETLAND
WELL
SEPTIC TANK
10'
10'
50,
50,
ABSORPRON RE1D
10'
1 20'
100'
1 100'
MAP REFERENCE: of Nt` WASTEWATER SYSTEM PLAN
1. BASE MAP INFORMA71ON FROM "MAP OF LANDS OF MRS �Pf� �p,g T prepared for.
RICHARD C. 7EFFT JR.," IN THE TOWN OF QUEENSBURY, `
WARREN ,COUNTY, NEW YORK. DATED NOVEMBER 14, * '�� 2 Meyer Property
197Z PREPARED BY COULTER, MCCORMACK, & N c
DICKINSON PROFESSIONAL SURVEYORS & ENGINEERS 245 CleVerddie Road
2. ADD17 ONAL INFORMATION FROM "TOPOGRAPHIC MAP OF rt► I W Town Of QUeensbUly, County of Warren, State of New York
LANDS BELONGING TO ROBERT W. SUNDEEN, LOCATED ON
WEST SHORE OF RIPLEYS POINT ON LAKE GEORGE,' IN O 7879 Drawn: JRS Checked: GIN Scale: NOTED Date: 8118 2021
THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW O9 169 Havilond Road
YORK. DATED SEPTEMBER 7, 1979. PREPARED BY .1 .I
COULTER & MCCORMACK LICENSED LAND SURVEYORS. ALTERATION MENT EXCEPT BY Queensbury, NY 12804 291759-01-S 1
A UCENSED 0 ON& ENGINEER IS A (518) - 745-0307 Phone
VIOLATION of NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax
4" MIN TOPSOIL OVER THE ENTIRE ABSORP71ON
FIELD, SEED AND ESTABLISH TURF
1--FILTER FABRIC MIRAFl 14ON OR EQUIVALENT
��-
12" MAX
2" MIN. O �000 SLOPE
6" K� 00� 4" PERFORATED PVC LATERAL,.
'�o��Od SLOPE 1/16" - 1/32" PER FT.
3 4" TO 1 1/2"
CRUSHED STONE ABSORPTION TRENCH PROFILE
SCALE: NTS
n n
O O�
END CAP
6" MIN.
SUGGESTED: POLYE7HYLENE EXTENSION
SUGGESTED: POLYETHYLENE EXTENSION
APPROXIMATE SUGGESTED: POLYETHYLENE SUGGESTED: POLYETHYLENE EXTENSION
TO GRADE WI7H TAMPER RESISTANT
TO GRADE WITH TAMPER RESISTANT
FINISH GRADE EXTENSION TO GRADE WITH TO GRADE WITH TAMPER RESISTANT
ACCESS COVER
ACCESS COVER
TAMPER RESISTANT ACCESS COVER
ACCESS COVER
12" MIN.
INSTALL FLOAT
COVER
SWITCHES TO OPERATE
PUMP AND MAINTAIN
LEVELS AS INDICATED
° ..
"
4 PVC SDR-35
•
°
1 8" PER FOOT
MIN.
2"F�L
SLOPE
INLET�9
�
6 MIN.
LIQUID LEVEL
OUTLET 4" PVC SDR-35
BALL VALVE
MIN. SLOPE
. •
INSTALL VALVES AND UNIONS
1/4"PER FOOT
1/3
SUCH THAT EITHER PUMP CAN BE
4
16"
4"H x18"W SLOT,
DEPTH 18
ISOLATED AND REMOVED WITHOUT
(2) 4" ELBOWS
OF OUTLET MIN.
REQUIRING PIT ENTRY
WAIER71GHT SLEEVE AND7
OR 6" ELBOW
INVERT
•
SEAL (TYP)
—�
°
ALARM 3" ABOVE 'PUMP ON'
4.
BALL CHECK VALVE
LIQUID DEPTH
4
& LAG PUMP ON
30" MIN.
°
FLOAT SWITCHES - INSTALL INSIDE
60" MAX. 60-75% OF
25-40X OF
PUMP ON
PUMP PIT IN LOCA77ON ACCESSIBLE
1,500 GALLON PRECAST
TANK VOLUME
TANK VOLUME
WITHOUT PIT EN7RY
CONCRETE SEP77C TANK
e
MINIMUM 2X WID7H
PUMP OFF
MAXIMUM 4X NO7H
=
16" MIN.
'A .
'
° . •
VOLUME OF DOSE TO
. A.
a . ... 4.
, ,
BE 150f GALLONS
1,000 GALLON PRECAST CONCRETE PUMP STA77ON
S-B/R HOUSE SEPTIC TANK & PUMP STATION DETAIL
SCALE: NIS
BEQ!l16EQ�
INSTALL POLYETHYLENE
INSTALL POLYETHYLENE
EXTENSION .TO GRADE WITH
EXTENSION TO GRADE NTH
TAMPER RESISTANT ACCESS
TAMPER RESISTANT ACCESS
COVER (NON' -TRAFFIC AREAS)
COVER (NON-7RAFFIC AREAS)
12" MIN.
COVER
1/4" PER FOOT G.
a.
e °.
MIN. SLOPE
°
Q; °° 4. e n
a. d
_
a
1/8" PER FOOT
4" HOUSE SEWER
3"
MIN. SLOPE
r.
LIQUID LEVEL
FL
WATER 7IGHT SLEEVE &
4" EFFLUENT SEWER TO SHARED
SEAL (TYR)
°
1,000 GAL PUMP STA77ON
16"
18"
I
MIN:
�+C
;
SEPTIC`TANK NOTES
a
ALL UN17S SHALL COMPLY WITH THE REQUIREMENTS OF
°
THE NEW YORK STATE DEPARTMENT OF HEALTH AND
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED
LIQUID DEPTH
BY UTOPIA ENTERPRISES OR EQUIVALENT.
30" MIN.
60" MAX
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.
OP
MINIMUM 2X ND7H
SEP77C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE
10
MAXIMUM 4X WIDTH
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 BACKFILUNG.
PROPOSED 1,000 GAL. PRECAST CONCRETE SEP7TC TANK
1-B/R + 1-B/R BUILDINGS SEPTIC TANK DETAIL
SCALE: NTS
TRENCH, (7) REQUIRED AT 55' LONG EACH MATERIAL PRIOR1•TO
SURFACE SOILS AND BLEND W17H GRANULAR FILL MATERIAL.
(SEE ABSORPTION TRENCH SECTION AND PLACING SYSTEM FILL ABSORPTION FIELD SECTION MECHANICALLY STABILIZE NTH TRACKED EQUIPMENT.
PROFILE FOR DETAILS) SCALE: NTS
EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).
SEAL CONDUIT GAS 71GHT. INSTALL CONTROL PANEL IN
MIN
HOUSE ALL ELECTRICAL WORK TO BE INSPECTED BY A
4" TOPSOIL OVER THE
CER77F1ED ELECTRICAL INSPECTION AGENCY PRIOR TO
ENTIRE SORP110N FIELD;
START-UP OF PUMP ST4770N.
SEED &ESTABLISH TURF
OVERFILL TO ALLOW
BACKFILL FREE OF FOR SETTLEMENT
STONES OVER 3"
TRANS17ION TO 4" 12" MIN. COVER
OUTSIDE OF D-BOX DISTRIBUTION BOX
FILTER FABRIC
e
MIRAFl 140N 2' TRENCH WIDTH 6-12"
° BAFFLE
OR EQUAL
° 2" MIN.
USE SPEED LEVELERS TO -
ASSURE ALL OUTLETS ARE AT
EXACTLY THE SAME ELEVA77ON 2" MIN. DROP
2" MIN. °mpg -30
BETWEEN INVERTS
4" PVC SDR-35 SOLID HEADER TO
°
12" MIN.
ODi
PERFORATED ABSORPnON TRENCH
PIPING, 1/8" PER
6" ° d Cd ,
�DDOo o
FOOT.MIN SLOPE
Q�
1-1/2" FORCEMAIN
3/4" TO _ 4" PERFORATED PVC LATERAL,
CRUSHED STONE SLOPE 1/16" — 1/32" PER FT.
° 1-112" SCH-40 PVC PIPING 1000 GALLON PUMP STATION NOTES
ABSORPTION TRENCH SECTION
INSIDE WET WELL THROUGH WALL ,
SCALE. NIS
SEAL ALL TANK OPENINGS WATERTIGHT.
UNION - LOCATE SUCH THAT
UNION CAN BE DISCONNECTED AND PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH
VISUAL AND AUDIBLE
PUMP REMOVED WITHOUT TANK ALARM. INSTALL DUPLEX, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE
ENTRY LOCA770N. DUPLEX PUMPS TO ALTERNATE OPERATION.
REDUCING TEE POINTED DOWNWARD INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE
WITH 1" BALL .VALVE THROTTLED TO WITH.. MANUFACTURER'S. lNS1RUC7IONS AND NATIONAL ELECTRIC CODE (N.E.C)
REQUIREMENTS
.
ALLOWTRICKLE DRAIN BACK INTO
STANDARD CONCRETE SEPTIC TANK NOTES
WETWELL PUMP CONTROL AND FLOAT LEVELS TO BE, INSTALLED TO PROVIDE A 150
GALLON DOSE.
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
GOULDS WEO3M PUMPS EFFLUENT PUMPS TO BE GOULDS PUMPS WE SERIES, MODEL WE03M SUBMERSIBLE EFFLUENT
STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE
(DUPLEX) PUMP 1/2 HP, 230 VOLT, 1PH
AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT.
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL
BASE. WHERE EXIS71NG SOIL CON017IONS ARE UNSUITABLE, CRUSHED
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
INSPECTION AGENCY
STONE SHALL BE PLACED AS NECESSARY TOACHIEVEA STABLE BASE.
PRIOR TO START—UP OF PUMP ST4770N.
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
PUMP SELECTION CRITERIA
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE
ELEVA71ON HEAD= 15 FEET
LIQUID LEVEL MUST BE TESTED BEFORE BACKFILUNG
DESIRED PUMPING RATE = 25 GPM (APPROX)
FRICTION LOSS (1.5" HDPE) = 1.9 PS1/100'
EFFECTIVE LENGTH = 175'
FRIC71ON LOSS = 3.3 PSI
FRICTION HEAD = 8 FEET (2.31 FEET/PSI)
TOTAL HEAD = 23'
_.
USE GOULDS 3885 SERIES WE03M
25 GPM AT 23 FEET 7DH
Dig FaSafely.
NeWPAYork
■ Cali Before You Dig
Wait The Required Time
N Confirm Utility Response
0 Respect � � arks
1 REVISED PER BLDG DEPT COMMENTS 5/20/2022
800-962■7962
0 ISSUED FOR PERMIT 51312022
/3 2022
www.dtgsafelynowyork.com
APPROXIMATE MAINTAI
BETWEEN WATER SUPPLY
%ND ALL WASTEWATER Sr.
vN
0
RE -DIRECTED TO SOUTH SIDE\
BUILDING SEWIER
BY INTERIOR PLUMBING WTH
E, ECTOR PUMP IN BASEMEN
N
10
LINE
LAKE
GEORGE
CONCRETE SEPTIC
G PENETRATION
WINDOW LOCA71
GARDEN
AREA
• �- • * '''
IT�71=hi,'.Ir17��t�1:7aJ_IL1 �
_r
SCALE. 1 "=40'
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
RECORD DRAWING
DIMENSIONS TABLE
CORNER "A"
CORNER 18"
1,000 GAL S. T.
33 25'
38. 75'
INLET PORT
1,000 GAL S.T.
29.6'
39.5'
OUTLET PORT
O 55 LF EACH. 385 LF
WASTEWATER SYSTEM DESIGN
7-BEDROOM DESIGN
I
(5-B/R HOUSE, 1-B/R BLDG, 1-B/R BLDG)
DESIGN FLOW - 110 GPD/BEDROOM
1
SYSTEM DESIGN FLOW - 770 GPD
LANDS N/F OF
5-BEDROOM HOUSE
I HOLDEN
SEPTIC TANK - PROPOSED 1,500 GALLON PRECAST CONCRETE
LAKE WATER SUPPLY
PUMP STATION - PROPOSED 1,000 GALLON PRECAST CONCRETE
i
TWO- 1-BEDROOM BUILDINGS (TWO BEDROOMS TOTAL)
SEPTIC TANK - PROPOSED 1,000 GALLON PRECAST CONCRETE
L_ _ ---
LEACH FIELD - PIPE -IN -STONE ABSORPTION TRENCHES
i
IN RAISED CONFIGURATION
LANDS N/F OF
DESIGN PERCOLATION RATE = 6-7 MIN/iN
CHAMBERLIN
APPLICATION RATE = 1.0 GPD/SF
LAKE WATER SUPPLY
ABSORPTION TRENCH AREA REQUIRED = 770 SF
I
2' WIDE ABSORPTION TRENCH REQUIRED = 385 L.F.
INSTALL 7 TRENCHES AT 55 LF. - 365 LF
POTABLE WATER SUPPLY IS LAKE SUPPLY
I
MAINTAIN 10' MIN. SEPARATION BETWEEN WATER SUPPLY
i
LINE(S) AND ALL WASTEWATER SYSTEM COMPONENTS
LANDS N/F OF
HUNT
VACANT LOT
I NO WATER SUPPLY
'
SITE SOILS DATA
TEST PIT
TP-1 - 71612021 BY TOM HUTCHINS, P.E.
I.
0-10" - TOPSOIL
I
10-21" - LIGHT BROWN SILTY FINE SAND,
LANDS N/F OF
TRACES OF CLAY
GUIDOS
21-28" - OLIVE BROWN GRAVELLY SILT LOAM
i LAKE WATER SUPPLY
28-54" - OLIVE BROWN FINE SANDY SILT,
i
TRACES OF GRAVEL
MOTTLING (BOUNDARY CONDITION) O 26"
SLIGHT GROUNDWATER O 44"
PROWDE 36" VERTICAL SEPARATION TO
BOUNDARY CONDITION
LANDS N/F OF
MONAHAN
PERCOLATION TEST
LAKE WATER SUPPLY
PT-1 - 71612021 BY TOM HUTCHINS, P.E.
L_
STABILIZED PERCOLATION RATE: 6 MINUTES PER INCH
WASTEWATER SYSTEM FILL MATERIAL NOTES
AFTER REMOVING ORGANICS AND TOPSOIL, PLACE WASTEWATER SYSTEM FILL OVER THE EN71RE 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.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
SEASONAL HIGH GROUNDWATER AND BOTTOM OF ABSORPTION FIELD (36"1 BELOW EXISTING GRADE). ONLY
SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT 774E 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 TRENCHES
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF WASTEWATER SYSTEM FILL MATERIAL PRIOR TO
TRANSPORTING TO SITE
MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANK MAY BE NATIVE MATERIAL OR OTHER MATERIAL
WHICH IS NOT NECESSARILY "WASTEWATER SYSTEM FILL."
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE;
WATERCOURSE
WETLAND
WELL
SEPTIC TANK
10'
10'
50,
50'
ABSORPTION FIELD
10'
20'
100'
1 100'
MAP REFERENCE:
1. BASE MAP INFORMATION FROM "MAP OF LANDS OF MRS
RICHARD C. TEFFT JR.," IN THE TOWN OF QUEENSBURY,
WARREN COUNTY, NEW YORK. DATED NOVEMBER 14,
197Z PREPARED BY COULTER, MCCORMACK &
DICKINSON PROFESSIONAL SURVEYORS & ENGINEERS
2. ADDITIONAL INFORMATION FROM "TOPOGRAPHIC MAP OF
LANDS BELONGING TO ROBERT W. SUNDEEN, LOCATED ON
WEST SHORE OF RIPLEY'S POINT .ON LAKE GEORGE," 1N
THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW
YORK. DATED SEPTEMBER 7, 1979. PREPARED BY
COULTER & MCCORMACK LICENSED LAND SURVEYORS
SITE LOCATION
LOCATION MAP
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE NTH THE N.Y.S. DEPARTMENT
OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS
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
ABSORPTION FIELD AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
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
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAF7 14ON OR EQUIVALENT.
FORCBWN
PIPING TO BE 1-1/2". SDR-11 HOPE OR SDR-21 PVC, PROVIDE POSITIVE DRAINBACK TO PUMP STATION.
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
WASTEWATER SYSTEM FILL MATERIAL
SEE "WASTEWATER SYSTEM FILL MATERIAL NOTES " A S BUILT
I' MA
!' RECORD DRAWING
R
INSTALLATION DATE: OCTOBER 2022
INSTALLED BY - CRANDALL EXCAVATING INC.
RECORD DRAWING NOTE:
A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE
IS MY OPINION THAT
TOWN OF QUEENSBURY THE I SYSTEM SS INSTALLED IN 1 GENERAL CONFORMANCE
BUILDING & C9?ES,,QjEPT. WTH THE APPROVED PLAN AND THIS RECORD
DRAWING FINAL SURFACE FINISHING AND TURF
Reviewed Bv: L4W ESTABLISHMENT IS ONGOING
Date: _�I'� G. THOMAS HUTCHINS, P.E.
1011212022
TAX MAP # 226.16-1-11
Dig Safely.
New/.York
■ Cali Before You Dig
2
RECORD DRAWING
101121202,
■ Wait The Required Tinto
■ Conli m Utility Response
1
REVISED PER BLDG DEPT COMMENTS
512O 202:
0 Care
■ Dig 11Rtii
Wft The MarksMarksDig
0
ISSUED FOR PERMIT
5/3/2022
8M962■7962
www.di0safslynewYork.eom
No.
Revisions
Date
_4l, ^'F� �'
co
WASTEWATER SYSTEM PLAN
OMAS ti
prepared for
m z
Meyer Property
z CO)
Q
245 aeverda/e Road
Town of Queensbury, County of Warren, State of New York
Drawn: JRS
Checked: GTH
Scale. NOTED
Date.
811812021
'�F I
169 Hoviland Road
ALTERATION OF DOCUMENT EXCEPT E>Y
Queensbury, NY 12804
291759-01-S 1
A LICENSED PROFESSIONAL ENGINEER IS A
VIOLATION OF NYS EDUCATION LAW.
(518) 745-0307 Phone
Hutchins Engineering PLLC (518) 745-0308 Fox