001WASTEWATER SYSTEM DESIGN
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20'(W)X30`(L) I ��
1 ABSORPTION �, \
BED, 600 SF
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1
1 --�- COVERED
CONCRETE PORCH ' I p. ggTBACK PATI O
NEW 1' I
1250 GALLON 1 I
SEPTIC TANK ' EXI5TING
4 BEDRM '
' HOU5E I I
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GARAGE I
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DRIVEWAY
� AVENUE
COOLIDGE-
TOWN OF QUEENSBURY
BUILDING & CODES DEPT.
Reviewed
Date. 2'
TOWN OF QUEENSBURY
BUILDING DEPARTMENT fiance
Based on our limited examination, comp
with our commentsshall
soebf at ons are e construed an WASTEWATER SYSTEM PLAN
indicating. the plans
full compliance with the uilding Codes of SCALE 10=20't
New York State.
GRAPHIC SCALE
10 0 5 10 20 40
( IN F'
CON7RACTOR TO FIELD VERIFY LOCA710NS AND DISTANCES
THIS IS NOT A FIELD SURVEY.
F1►-E G�pY
1/I4 PERK T
_ 4' HOUSE. E
PVC SOR-35 OR Saf-40
WATERWGHT SLEEVE)
& SEAL (TM)
4
NEW 1,250 GALLON
CONCRETE SIP71C
TANK
POL,ETHYLENE EMSION-\
TO GRADE NTH
TAMPER
RESISTANT ACCESS CODER
IF TANK IS GREATER THAN
12' BELOW GRADE
(N N-7RAMC AREAS)
fr MML COVER
TEE BAFFLE
1/b' PER FOOT it ift COVER
Aft SLOPE DISiRBUnOM Box
4' EFFLUENT SENER
• PVC SDR-35 OR SCH-40 BAFFLE
18 , 21M
AGL USE SPEED LEVOF1tS TO
ASSUME ALL OUTLETS ARE AT
EXACTLY THE SAME ELEVA710M 2, AM DROP
t 4' PVC SDR-35 SOW HEADER7 BETIAM INVERTS
TO ABSORP71ON FEA 1%8"
PER FOOT MIN SLOPE
SEPTIC TANK NOTES
ALL UNITS SHALL COMPLY KITH THE REQUAD"73 OF THE NEW YORK STATE
DEPARTMENT OF HEAL714 AND SHALL BE OF PRECAST CONCRETE AS
• MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT.
AA ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE
WHERE EXIS7ING SOIL CON017TANS ARE UNSUITA Z CRUSHED STONE SHALL BE
PLACED AS NECESSARY 70 ACHIEVE A STABLE BASE
• � `. �'• :: •,.; . SFP71C TANKS 04STAUED X TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
PRECAST CONCRETE SEP71C TANK GONSTRUC770N DES FOR H-20 WHEEL LOADING.
ALL JOINTS MUST BE SEALED MTN BUTYL SEALANT. JOINTS BELOW THE LIQUID
LEVEL MUST BE TESTED BEFORE BACKFILUNa
SEPTIC TANK DETAIL
NTS
4" TOPSOIL COVER 5 FT CENTER TO CENTER (TYP )
ABOVE TOP OF STONE
BED,
SEED & ESTABLISH
Nq
— 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'x3O'
STONE BED
20'
4- PVC PERFORATED LATERAL
INSTALLED LEVEL, IN BED
CONFIGURATION WITH MANIFOLDED
ENDS
2.5' TO EC
OF BED
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
SEPTIC TAW
NEW 1250 GAL PRECAST CONCRETE TANK
LEACH FIELD -STANDARD PIPE -IN -STONE ABSORPTION BED
DESIGN PERCOLATION RATE = 1 MIN 52 SEC /IN
APPLIgA710N RATE = 0.90 GPD/SF
ABSOIFTION BED AREA REQUIRED = 489 SF
600 SF TOTAL TO BE PROVIDED
20 FT' WIDE BY 30 FT LONG ABSORPTION BED
PROPOSED
POTABLE WATER FROM MUNICIPAL WATER SYSTEM
- FILTER FABRIC
MIRAFI 14ON OR EQUAL
2, 7'YP.. _
ir
} ,• ,� � 12 TOTAL
STONE DEPTH
.. ..'."" �.�'ai— l�itil-itii ,. `ice.:..Y�i:!"i.ii'i:i.—�ii.."L'�it4i ii'i�'•!Y"Gi..L"J—ii � � ""i'� "
20 FT WIDE BED �'
2' MINIMUM
SEPARATION
TO BOUNDARY
CONDITION
ABSORPTION BED PROFILE
NTS
30'
ABSORPTION BED PLAN
NTS
PROPOSED
DISTRIBUTION BOX
FIDE COPY
W/W SYSTEM INSTALLATION NOTES
• CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
ACCORDANCE W►TH THE N.YS DEPARTMENT OF HEALTH INDIVIDUAL
HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA77ON 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 SECTIONS 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 774E ABSORPTION 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 ABSORP71ON 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 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 BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
EFFLUENT SEWER PIPE
PIPING TO BE 40 SDR-35 OR SCH-40 PVC. INSTALL Wi774 1/8"
PER FOOT MINIMUM SLOPE.
FILTER FABRIC
FILTER FABRIC 70 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 EN7IRE BACKFILL AREA.
SEED, MULCH, AND ESTABLISH TURF.
FF COPY
302.18-3-35 SEP-0484-2023
Frost, Bruce
103 Cooldidge Ave
Residential Septic Alteration
Dig %Safely.
Newffork
■ can safer. rasa
■ watt „n ft** a Th"
■ RaWPaa no Nwks
■ oy WM car.
800-962.7962
MAP REFERENCE:
BASE MAP INFORMATION FROM WARREN COUNTY GIS
MAPPING AND FIELD MEASUREMENTS BY CENTER
PROJECT SERVICES
T3•IC)6= R.
CEWER, ,a" L
TAX MAP # 302.18-3-35
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.