scan008APPROXIMATE
FINISH GRADE
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS
COVER
SUGGESTED: INSTALL POLYLOK
PL -122 FILTER SUCH THAT IT IS
READILY REMOVABLE THROUGH
TANK ACCESS COVER
DISTRIBUTION BOX
4" PVC SDR -35
OUTLET
MIN. SLOPE
1/8" PER FOOT BAFFLE-
. 1
USE SPEED LEVELERS TO ASSURE-`
ALL OUTLETS ARE AT EXACTLY /
THE SAME ELEVATION
4" PVC SDR -35 SOLID HEADER TO
PERFORATED TRENCH PIPING, 1/8"
PER FOOT MIN SLOPE
I d 6
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 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.
SEPTIC TANK DETAIL
N TS
NEW HYDRANT ASSEMBi
VILLAGE WATER DEPAF
STANDARD AND THE 10
RECOMMENDED STANDARI
WATER
HYDRANT DRIP PLUG
SEASONAL HIGH GROUNDWA
SHALLOWER THAN
HYDRANTS WITH PLUGGED
HOLES SHALL BE TAGGED I
BRASS TAG INDICATING
HOLE IS PLU
12" MIN.
y 2' IN PAVED AREAS: SAW CUT PAVEMENT ANG
MAX. ; REPLACE WITH:
COVER
4" PVC SDR -35
°
RESTORE TURF AFTER
2,,
INLET
TURF
MIN. SLOPE °
LIQUID LEVEL
1/4" PER FOOT
2" MIN,
°
16" 18„
MIRAFI 140N OR EQUIVALENT
MIN,
WATERTIGHT SLEEVE --
I I I-1 I I-1 I i=1 I II i LEI I 5E1 11=
AND SEAL (TYP)
d
OaJ`
.1
EXCAVATE TRENCH WIDTH
Q o'
PROPOSED 1250 GAL—
AL
4' MAX.
PRECAST
PRECAST CONCRETE
-�!!
SEPTIC TANK
I
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
POLYETHYLENE EXTENSION TO GRADE
WITH TAMPER RESISTANT ACCESS
COVER
SUGGESTED: INSTALL POLYLOK
PL -122 FILTER SUCH THAT IT IS
READILY REMOVABLE THROUGH
TANK ACCESS COVER
DISTRIBUTION BOX
4" PVC SDR -35
OUTLET
MIN. SLOPE
1/8" PER FOOT BAFFLE-
. 1
USE SPEED LEVELERS TO ASSURE-`
ALL OUTLETS ARE AT EXACTLY /
THE SAME ELEVATION
4" PVC SDR -35 SOLID HEADER TO
PERFORATED TRENCH PIPING, 1/8"
PER FOOT MIN SLOPE
I d 6
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 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.
SEPTIC TANK DETAIL
N TS
NEW HYDRANT ASSEMBi
VILLAGE WATER DEPAF
STANDARD AND THE 10
RECOMMENDED STANDARI
WATER
HYDRANT DRIP PLUG
SEASONAL HIGH GROUNDWA
SHALLOWER THAN
HYDRANTS WITH PLUGGED
HOLES SHALL BE TAGGED I
BRASS TAG INDICATING
HOLE IS PLU
3/4" TO 1 1/2"
WASHED CRUSHED STONE
2" MIN. DROP
BETWEEN INVERTS
12" MIN. COVER
4" MIN TOPSOIL OVER THE
171RE ABSORPTION FIELD; SEED
& ESTABLISH TURF
GRANULAR BACKFILL FREE OF
STONES OVER 2"
FILTER FABRIC
MIRAFI 140N
OR EQUAL 2' TRENCH WIDTH
2" MIN.
2" 0n
OVERFILL TO ALLOW FOf
SETTLEMENT
6-12"
1C)12" MIN.
6 o��DDJ v
o DO
3/4" TO 1-1/2" WASHED
CRUSHED STONE
ABSORPTION TRENCH SECTION
DE
NTS
y 2' IN PAVED AREAS: SAW CUT PAVEMENT ANG
MAX. ; REPLACE WITH:
IDE AT UNPAVED AREAS,
12" MAX
THE ENTIRE ABSORPTION FIELD;
RESTORE TURF AFTER
2" NYSDOT ITEM 403.13 BINDER
SEED AND ESTABLISH
TURF
i
ADJUSTABLE VALVE
FILTER FABRIC
2" MIN,
i`'
BOX
MIRAFI 140N OR EQUIVALENT
12" NYSDOT
I I I-1 I I-1 I i=1 I II i LEI I 5E1 11=
d
OaJ`
.1
EXCAVATE TRENCH WIDTH
3/4" TO 1 1/2"
WASHED CRUSHED STONE
2" MIN. DROP
BETWEEN INVERTS
12" MIN. COVER
4" MIN TOPSOIL OVER THE
171RE ABSORPTION FIELD; SEED
& ESTABLISH TURF
GRANULAR BACKFILL FREE OF
STONES OVER 2"
FILTER FABRIC
MIRAFI 140N
OR EQUAL 2' TRENCH WIDTH
2" MIN.
2" 0n
OVERFILL TO ALLOW FOf
SETTLEMENT
6-12"
1C)12" MIN.
6 o��DDJ v
o DO
3/4" TO 1-1/2" WASHED
CRUSHED STONE
ABSORPTION TRENCH SECTION
DE
NTS
y 2' IN PAVED AREAS: SAW CUT PAVEMENT ANG
MAX. ; REPLACE WITH:
IDE AT UNPAVED AREAS,
4" MIN TOPSOIL OVER
THE ENTIRE ABSORPTION FIELD;
RESTORE TURF AFTER
2" NYSDOT ITEM 403.13 BINDER
SEED AND ESTABLISH
TURF
i
ADJUSTABLE VALVE
FILTER FABRIC
5' MIN.
COVER
BOX
MIRAFI 140N OR EQUIVALENT
12" NYSDOT
I I I-1 I I-1 I i=1 I II i LEI I 5E1 11=
ITEM 304.05 (ITEM-4)`�
VARIES
EXCAVATE TRENCH WIDTH
6" MIN.
4' MAX.
SLOPE
—�
00M00��, ,
M.J. GATE VALVE
5' MIN.
4" PERFORATED PVC LATERAL,
MACHINE BACKFILL W/NATIVE MATERIAL
COVER
\ `•, \`
SLOPE 1/16" - 1/32" PER FT.
END CAP
NOTE. CONNECTION TO BE COMPLETED
IN ACCORDANCE WITH TOWN OF
EXISTING MAIN \-NEW TAPPING
QUEENSBURY WATER DEPARTMENT
SLEEVE
STANDARDS BY AN APPROVED
SELECT GRANULAR MATERIAL (100%
CONTRACTOR
ABSORPTION TRENCH PROFILE
PASSING 2") TO 18" ABOVE PIPE,
CONNECTION TO EXISTING
WATER MAIN DETAIL
NTS
NTS
BEDDING 6" DEPTH; SAND, GRAVEL OR
/—CRUSHED STONE (1-1/2" MAX)
FIRE HYDRANT INSTALLATION DETAIL
N TS
2'
MAX.
y 2' IN PAVED AREAS: SAW CUT PAVEMENT ANG
MAX. ; REPLACE WITH:
IDE AT UNPAVED AREAS,
12 NYSDOT ITEM 304.05 (ITEM -4)
RESTORE TURF AFTER
2" NYSDOT ITEM 403.13 BINDER
I
EXCAVATION �
1.5" NYSDOT ITEM 403.16 TOPCOAT
12" NYSDOT
ITEM 304.05 (ITEM-4)`�
EXCAVATE TRENCH WIDTH
TO PIPE WIDTH PLUS 2' MIN.
5' MIN.
`
MACHINE BACKFILL W/NATIVE MATERIAL
COVER
\ `•, \`
(4" MAX. SIZE);
COMPACT IN 12" LIFTS
SELECT GRANULAR MATERIAL (100%
PASSING 2") TO 18" ABOVE PIPE,
HAND BACKFILL IN 6" LIFTS
' KO
BEDDING 6" DEPTH; SAND, GRAVEL OR
/—CRUSHED STONE (1-1/2" MAX)
PIPE----
PIPE
IPESPIPE EXCAVATION & BACKFILL DETAIL
NTS
CONCR!
BEARING AREA ON
UNDISTURBED EARTH BEARING AREA \-CONCRETE
NOTE: PROVIDE 6 SF BEARING AREA AGAINST UNDISTURBED EARTH; (6 &
8" PIPE, 2000 PSI SOIL BEARING)
WATER MAIN THRUST BLOCKS DETAIL
FILED
Warren County Clerk
September 11, 2017
Instrument No. 2017-3000081
UL.MMrvv rirNz^
NTS
FINISHED GRADE
CORPORATION
STOP
5' MIN.
15'
COPPER TUBING
(TYPE K)
BLOCK
&6 -OF NS
\"
ONS
r �
1" IN GRASS AREAS;
FLUSH WITH PAVEMENT
CURB BOX (EXTENSION TYPE
WITH ARCH PATTERN BASE AND
STA77ONARY ROD)
CURB STOP
TYPE K COPPER
PIPE TO BUILDING
\_6" D.I.P. WATER
MAIN SOLID CONC, BLOCK OR C.I.
NOTE: ALL WATER PIPING & CONNECTIONS TO BE FOOT PIECE AS REQUIRED
IN ACCORDANCE WITH QUEENSBURY WATER
DEPARTMENT STANDARDS
WATER SERVICE PIPE CONNECTION DETAIL
NTS NEW YORK STATE DEPARTMENT OF HEALTH
Glens Fails District Office
Refer to first sheet for approved date and signature.
WASTEWATER SYSTEM DESIGN
4 -BEDROOM RESIDENCE
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 440 GPD
SEPTIC TANK - 1250 GALLON PRECAST CONCRETE SEPTIC TANK
LEACH FIELD - STANDARD PIPE -IN -STONE TRENCHES IN AMENDED SOILS
DESIGN PERCOLATION RATE IN NATIVE MATERIAL= 1-5 MIN/IN
ABSORPTION APPLICATION RATE = 1.2 GPD/SF
ABSORPTION TRENCH AREA REQUIRED = 367 SF
ABSORPTION TRENCH LENGTH REQUIRED = 184 LF
INSTALL (4) TRENCHES AT 50' EACH, 200 LF TO BE PROVIDED
- POTABLE WATER SUPPLY TO BE ON-SITE WELL
MAINTAIN 50' SETBACK TO SEPTIC TANK
MAINTAIN 100' SETBACK TO ABSORPTION FIELD
& STORMWATER INFILTRATION DEVICES
AMENDED SOILS NOTES
REMOVE ALL SOIL BOUNDED BY 2 -FEET FROM THE PROPOSED ABSORPTIO
TRENCHES (I.E. HORIZONTALLY AND VERTICALLY) AND BLEND WITH SAND
LOAM MATERIAL, REPLACE MATERIAL IN 6 -INCH LIFTS WITH MECHANICA
COMPACTION TO THE APPROXIMATE DENSITY OF THE ON-SITE SOIL. TH
BLENDED SOIL IN-PLACE PERCOLATION RATE MUST BE 2-5 MINUTE PE
INCH, AND PERCOLATION TESTS MUST BE CONDUCTED BY THE DESIG
ENGINEER PRIOR TO TRENCH CONSTRUCTION.
CONSTRUCT CONVENTIONAL ABSORPTION TRENCHES IN THE BLENDED SOh
IF AMENDED SOILS PERCOLATION RATE IS NOT 2-5 MIN. PER INCL
INSTALLER SHALL COMPLETELY REMOVE ALL AMENDED SOIL AND RE -GLEN
AND REPLACE.
REPLACEMENT GRANULAR SOIL WITH A PERCOLATION RATE OF 2 -
MINUTES PER INCH RANGE MAY BE USED TO FILL THE EXCAVATION 1
PLACE OF BLENDED SOIL. ALL OTHER CONDITIONS NOTED ABOVE SHALL B
MET.
SYSTEM INSTALLATION NOTES
L,U1V3/KUU 11V/V )rlALL tit AS SHOWN ON THIS DRAWING AND IN ACCORDANCE MT
THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTI
F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTI1
TANK LEACH FIELDS.
AFTER EXCAVATION OF TRENCHES TO THE DEPTHS REQUIRED, THE WALLS ANI
FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEI
SMEARED SECTIONS OF TRENCH,
PLACEMENT OF WASHED CRUSHED STONE, PERFORATED PIPE AND FILTER FABRR
SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION 01
FINE GRAINED SOILS AND WASTE MATERIAL IN THE PIPE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHEI
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 PIPING HA:
BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNEL
TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICE
SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE
EXCLUDED FROM THE WASTEWATER SYSTEM.
INSTALLER ADVISED TO CONTACT DIG SAFELY NEW YORK PRIOR TC
CONSTRUCTION.
ASTEWATER SYSTEM MATERIAL SPECIFICATIONS
HOUSE SEWER
PIPING TO BE 4" SDR -35 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE
EFFLUENT SEWER
PIPING TO BE 4" SDR -35 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE
X ABSORPTION TRENCH PERFORATED PIPE
w PIPING TO BE 4" PERFORATED PVC
WASHED STONE
STONE IS TO BE 3/4" TO 1-1/2" WASHED STONE
FILTER FABRIC
FILTER FABRIC TO BE TENCATE MIRAFI 140N OR EQUIVALENT 4 OZ/SY MINIMUM
BACKFILL MATERIAL
BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3"
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF
TAX MAP # 308.18-1-1
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
5 REVISED PER DOH COMMENTS - RE -ISSUED TO NYSDOH 8/10/1;
4 ADDED APPROVAL RESOLUTIONS - ISSUED TO NYSDOH 4/11 /1
3 ISSUED FOR PRELIMINARY & FINAL SUBDIVISION 9/15/1(
1 ISSUED FOR PRELIMINARY SUBDIVISION & AREA VARIANCE 2/16/1;
No. Revisions Date
WATER & WASTEWATER DETAILS
prepared for.,
Maurice H. Combs
636 Corinth Road
Town of Queensbury, Warren County, NY
Drown: LWD Checked: GTH Scale: NOTED Date: 10/8/14
169 Hoviland Road
Queensbury, NY 12804 29832-01 _��
Hutchins Engineering (518) 745-0307 Phone jf
518 745-0308 Fax