002WASTEWATER SYSTEM PLAN
SCALE: 1'=20't
GRAPHIC SCALE
10 0 5 10 20 40
IN FEET )
CONTRACTOR To FIELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
RESS7ANT ACCESS COVER
W TANK IS GREATER THAN
tr BELOW GRADE
(NON-TRAFRC AREAS)
12' ANL COVER
114' PER FOOT
Aft SLOPE v
+• HOW SENER
PVC SOR-35 OR Sp9-4O LIQUIDLEA'
WATERTIGHT SLEEVE 18`
& SEAL (TVP•) Aft
NEW 1,= GALLON
CONCRETE SEPTIC
TAW
4" TOPSOIL COVER
ABOVE TOP OF STONE
BED,
SEED & ESTABLISH
-- F
8-16"
COVER
2" STONE
COVER OVER
PIPE
6" MIN STONE
BELOW PIPE
3/4"-1-1/2" WASHED
CRUSHED STONE
LIMIT OF 20'x30'
STONE BED
20'
T/D' PER FOOT Ir Aft COVER
AM N. SLOPE DISTRIBUTroN BOX
4' URL04T MIER
PVC SDR-35 OR SCH-40
4 • L1AFIFLE 2"AIN,
USE SPEED LEIELERS TO
. ASS ALL OUTLETS ARE AT
EXACTLY THE SAME ELEVA71ON 2" WL DROP
4' PVC SOR-35 SOLID HEADER BE711M INVERT
70 ABSORPTION FIELD, 1/$"
PER FOOT AMN SLOPE
SEPTIC TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQU#WdENTS OF 774E 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 STOAC SHALL BE
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE
• SEP77C TANKS INSTALLED AN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
CONSTRUCTION DESOW FOR H-20 WHEEL LOADING
ALL JOINTS MUST BE SEALED W17iH BUTYL SEALANT. JOINTS BELOW THE LIQUID
LEVEL MUST BE TESTED BEFORE BACKFiLUNG
SEPTIC TANK DETAIL
NTS
5 FT CENTER TO CENTER (TIP.)
4" PVC PERFORATED LATERAL
INSTALLED LEVEL, IN BED
CONFIGURATION WITH MANIFOLDED
ENDS
25' TO EL
OF BED
WASTEWATER SYSTEM DESIGN
4—BEDROOM DESIGN
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW — 110 GPD/BEDROOM
SYSTEM DESIGN FLOW — 440 GPD
SEP77C TANK
NEW 1250 GAL PRECAST CONCRETE TANK
„EACH FIELD —STANDARD PIPE —IN -STONE ABSORPTION BED
DESIGN PERCOLATION RATE = 1 MIN 52 SEC 4N
APPLICATION RATE = 0.90 GPD/SF
ABSORPTION BED AREA REQUIRED = 489 SF
600 Sr TOTAL TO BE PROVIDED
20 FT WIDE BY 30 FT LONG ABSORPTION BED
PROPOSED
POTABLE WATER FROM MUNICIPAL WATER SYSTEM
— FILTER FABRIC
MIRAFI 14M OR EQUAL
2' TYP.
_.r
j..,� ♦..-j/��:Z� �-Y-.��.:r .��.�.�_.��-•.:. �.✓..::(r.:•l'Y;.?�"i ..(fin' "'R.J `��Y M
12 TOTAL
r 3 ,�•r r� } ra �1..:y , STONE DEPTH
i:fiii �'f�� C..T�f-i"i' `Lr� �'�l �Y'�iv.� LWJ�'�iY'�!.':'.G�'!'i'—W^� � G,� f�': "'�•..
20 FT WIDE BED �'
2' MINIMUM
ABSORPTION BED PROFILE
NTS
100 30'
RECORD DRAWING
INSTALLATION DATE: 8131123
INSTALLED BY - SANITARY SEWER SERVICES
RECORD DRAWING NOTE:
A REPRESENTATIVE OF OUR OFFICE VISITED THE
SITE DURING CONSTRUCTION AND IT IS MY
OPINION THAT THE SYSTEM IS INSTALLED IN
GENERAL CONFORMANCE WITH THE APPROVED
PLAN AND THIS RECORD DRAWING. FINAL
SURFACE FINISHING AND TURF ESTABLISHMENT
REMAINS TO BE COMPLETED.
THOMAS CENTER JR., P.E.
912/23 A
SEPARA77ON
TO BOUNDARY
CONDITION
PROPOSED
DIS77?IBU71ON BOX
SITE SOILS DATA
TEST PIT
TP 1 — 8/31123 BY TOM CENTER, P.E.
0-10" — TOPSOIL
10-36" — LOAMY MEDIUM FINE SAND
36-60" — MEDIUM FINE SAND
NO MOTTLING OR GROUNDWATER OBSERVED
PERCOLATION TEST
PT-1 — 6130123 BY TOM CENTER, P.E.
—TEST AT 24 INCHES BELOW GRADE IN A 30 INCH DEEP HOLE
STABILIZED PERCOLATION RATE. 1 MINUTES 05 SECONDS
W/W 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 ASTM F481 INSTALLATION OF
THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK
LEACH FIELDS.
• AFTER EXCAVATION OF BED TO THE DEPTH REQUIRED, THE WALLS
AND FLOOR OF THE BED SHALL BE CLEANED AND RAKED IN ORDER
TO LOOSEN SMEARED SEC71ONS OF EXCAVATION.
• PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL
BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
WASTE MATERIAL IN THE ABSORP71ON TRENCHES
• THE PIPE AND STONE 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 BED HAS 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 JACUZ21 TYPE SPAS
OR GARBAGE GRINDERS
• ROOF, FOOTING, GARAGE, CELLAR AND. SURFACE WATER DRAINAGE
MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
SYSTEM MATERIAL
SPECIFICATIONS
ABSORPTION BED AG GREG4TE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-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 MIRAFI 14ON OR EQUIVALENT.
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.
AS BUILT
SEP 0 7 2023 L��
TAX MAP # 302.18-3-35
ABSORPTION BED PLAN ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
NTS ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
Dig IpSafelye 1 SEPTIC RECORD DRAWING 0912123
HoUffork
Cali Be&"You qg 0 ISSUED FOR SEPTIC PERMIT 07130123
■ Wait The Required Time
■ Oonlim Utift Response No., Revisions Date
■ Respect The Marks
800-962.7962 WASTEWATER SYSTEM PLAN & DETAILS
w w - wLemn pmpared for:
FROST RESIDENCE
103 COOLIDGE AVENUE
MAP REFERENCE: Town of Queensbury, warren County, NY
BASE MAP INFORMATION FROq WARREN COUNTY GIS
MAPPING AND FIELD MEASUREMENTS BY CENTER Drawn: TRC Checked TRC Scale: NOTED Date: 71412023
PROJECT SERVICES 73 Sheridan Street
CENTER Glens Falls, NY 12801 400
PROJECT SERVICES (518) 796-2515 Phone
f-wq &° y A f "