proposed I
,. . a...... ...._
EXISTING GRADE ENTIRE BACKFILL AREA; z
SEED AND ESTABLISH TURF
3 TO TOP OF FILL I 40 BED LENGTH 3 TO TOP OF FILL
SLOPE-4 u
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Cam'~ -SYSTEM FILL MATERIAL WITH 4" SDR-35 PVC PERFORATED- FILTER FABRIC, TENCATE ^.
IN-PLACE PERCOLATION RATE' OF LATERAL INSTALLED NEAR MIRAFI 140N OR EQUIVALENT �C ''` `{`
�.•� �' CK ' t 2 5 MIN INCH. MECHANICALLY LEVEL, IN BED CONFIGURATION _ I", - `'°_ " -`
..
\� �_I-� 10 P.L. �A 1 STABILIZE WITH TRACKED EQUIPMENT.
- ..-- 1-_-� t ...
ABSORPTION BED PROFILE = -, .x
1 A
1 SCALE: TUTS SITE LOCATrON LOCATION MAP
1
. ANF'KUXIMA I t - ENTIRE BACKFlLL AREA, .� ='.F`:: . ,_.' 4. s 1- a 1,�. ,, . 1. , `''
_ ! EXISTING GRADE SEED AND ESTABLISH TURF %' � " ;� s l ^- �: � w� 1 x
������� 5ae .
' '000 \ PROP. 15x40' ABSORPTION BED -� N
l .. � "°"�,: � ;�3 TO TOP OF FILL +: -' ��1 7P_ IN SHALLOW CONFIGURATION 1 1�s"I } w
�-. 3 TO TOP OF FILL 15 BED WID ,- r..: ,>=~n- 1 ,.w `
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PROP. ST. BOX
s-SLOPE SLOPE-� i ;a" �, '� c''.�, �.. -
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PROP. FORCEWAIN ' , , 1 , . , < . s- �, y, �,�,� �''.
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PROP. 500 GALLON PUMP STATION ►b t
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PROP. 1000 GALLON SEPTIC TANK _. ... .. .... .......... :.. "
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PROP. HOUSE SEWER •� , g ;1;{ i--r
O - , " --- -.m - - -:S eft-- -,Jt W44= --1- ', "v1, }, �,34`...�R' F'•'f!
I ` -20x30 CRUSHED STONE 1.5 STABILIZED FILL MATERIAL- ,,�f , t �,
31 1 BED DEPTH-
1 10'.BUILDING SETBACK c 1� ABSORPTION BED } ig
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20 BUILDING SETBACK ` �s :, t
x ABSORPTION BED SECTION ���� �, � -�"- =2 �
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1 4 ;� "�• ra. X� .r,A; .k ,„°f+1. .,t i, ^�T. l ,3 �.1#_,l •F�d'..aA`ry',Y ' .-`-1 '' } 3 {{
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t I ' t , SITE LOCATION--j NEIGHBORHOOD MAP
i 1 to LIMIT OF 15 x25 �--4 PERFORATED PVC LATERALS
i � ' ` STONE BED INSTALLED NEAR LEVEL IN SYSTEM INSTALLATION NOTES
IO ' BED CONFIGURATION PROPOSED CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF
a DISTRIBU77ON BOX HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF 7HERMOPLAS71C PIPE AND CORRUGATED
d of t 311,1 v
yt .�'... ...�: - -;_\,*--' .,. `Y' .':�'%s`: -?.;�?^r77 a,, TUBING IN SEPTIC TANK LEACH FIELDS
I 1�11}:,Y ,,n : =Y t - • 7-,.,.�-;.sue-r .. r r am..��..;':_� -TRANSI7TON FORCE
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1 :. 4` ,., _, 4r d e ; � ,-1� . ,� MAIN TO 4 PVC
.P1,k � t r C --- >rr` -5'.''-C - f -1'u C ti 'L.,.. x C" - *•i d �', f
OUTSIDE OF D BOX AFTER EXCAVA77ON OF 20' WIDE X 30 LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR
C :,,-..,:.. ; ; . ;;,= :';, ' �.;., ,,; , ;w.z, ,, ,:;,4 SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL.
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of " .f 1, :. �. 'Yr,` `.:,ti_, ` ' {�✓. ^..�.,
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�' ' -• ,•;':_, n -,, , ;,_..,• r tir _ Lr , PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN AND CARE SHALL BE
r PLACEMENT OF CRUSHED STONE, ,
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EXERCISED TO AVOID INCLUSION OF FINE RAIN 1 STONE AND PIPE.
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�- >'^' - ~:_r; E GRAINED SOILS AND WASTE MATERIAL IN THE E
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O S 4,<`,,,.'.,,...:.:...,x.: ,.... .,.._ c.: ,c_;;. ;`. '.•s:<; ,",...::,: ; '. INDICATED,D MAINTAINING STRAIGHT HT CONTINUOUS A
1 �.." ;,,' . .-' �. ,<, ,.,,_. ;•/ . ,. :;., . ;,._ ..: . - JOINTS, OR
:. r;_ ,.r :- t.�.! ,;:.'_,;_;r , .� .. _�'.:'I� ,..<,,a...%:y:; :.;t;. HUMPS, SEPARATED7S. OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WJ1H HOLES DOWN IN ALL
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�� ? ' ;�_; r' >,� ," -, =_": 't " ?''-_%,"`; s,j.`,',7.� �, � ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
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1 �_ 'f ''����yy x , .�, , Y, �, �,�, DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
. 1 -._ '`�� � Fjoi J s '-..r`.• , . _. f.J.,'. .yr�a x:.�.w".� :..�::i„y;;,_ '.,,s ...
"APPROX• ��. . -i_6 _
II � _� !•,__. _ I' 40' x THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER
CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO
WASTEWATER SYSTEM PLAN ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZJ-TYPE SPA TUBS OR WATER TREATMENT
SCALE: 1"=60' EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS
GRAPHIC SCALE ABSORPTION BED PLAN CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM.
TUTS
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER
30 0 15 30 60 120
SYSTEM.
( IN FEET ) SITE SOILS DATA WASTEWATER SYSTEM DESIGN CONSTRUCT DRAINAGE SCALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
THIS IS NOT A FIELD SURVEY. TEST PIT 3-BEDROOM RESIDENCE • FIELD.
TP-1 - 10120117 BY TOM CENTER, P.E. DESIGN FLOW - 110 GPD/BEDROOM
0-2" - TOPSOIL SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING
2-12" - LOAMY FINE SAND SEPTIC TANK - PROP. 1,000 GALLON PRECAST CONCRETE DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING.
12-34" - FINE SAND SEPTIC TANK
34-46" - FINE SILTY SAND DESIGN APPLICATION RATE: .7 GPD/SF, BASED ON SYSTEM MATERIAL SPECIFICATIONS
8-10 MIN/IN PERCOLATION RATE' ABSORPTION BED AGGREGATE FILE COPY
n EXTERIOR WEATHERPROOF JUNC71ON BOX (IF NECESSARY). MOTTLING 0 24" STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
SUGGESTED: POLYETHYLENE Q ABSORPTION BED AREA REQ'D = (330 GPD)/(.7 GPD/SF) EFFLUENT SEWER PIPE
EXTENSION TO GRADE WITH SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN PROVIDE 24" VERTICAL SEPARATION 70
TAMPER RESISTANT ACCESS HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A BOUNDARY ER71CAL- -,-/ = 471 SF PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
COVER NON-TRAFFIC AREAS CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO FILTER FABRIC
( ) _ f k START-UP OF PUMP STATION. PT-1 - 1 12011ION ST ABSORP77ON,BED AREA PROVIDED - 15x40' _ 600 SF FILTER FABRIC TO 8E 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC 7ENCATF MIRAFI 140N OR EQUIVALENT.
1 � 12" MIN. COVER PT-1 - 10/20/17 BY TOM CENTER, P.E.
12" MIN. COVER 7RANS17ION TO 4" DISTRIBUTION BOX HOUSE SEWER'PIPE .
1/4" PER FOOT . . '. � OUTSIDE OF D-BOX ..- STABILIZED PERCOLATION 1FST - 6 MIN 35 SEC POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
MIN. SLOPE 1,4.
"` .•• f I -° ` . 1/8" PER FOOT • - MAINTAIN 10' MIN. SEPARATION BETWEEN WATER LINESHALLOW BED FILL MATERIAL
,A ..'
3" L MIN. SLOPE I r- �! BAFFLE AND ALL WASTEWATER SYSTEM COMPONENTS. MATERIAL TO HAVE 2-5 MINUTES PER INCH PERCOLATION RATE NO PAR77CLES GREATER THAN 37. SEE
4" HOUSE SEWER 1 _1 " a " "
LIQUID LEVEL - 1 4 EFFLUENT SEWER I 1-1/2 USE SPEED LEVELERS TO 2 MIN. "SHALLOW BED FILL MATERIAL NOTES."
WATERTIGHT SLEEVE�1 } k I - - FORCEMAIN ASSURE ALL OUTLETS ARE AT TOPSOIL
& SEAL (7YP.) 16" 18" EXACTLY THE SAME ELEVA71ON 2" MIN. DROP _
" PLACE 4" MINIMUM TOPSOIL .OVER EN71RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
MIN, BALL VALVE 4 PVC SDR-35 SOLID HEADER BE INVERTS A
SEPncraNKNOTES _L - ALARM 3" ABOVE, >•� TO ABSORPTION LATERALS, 1/8" SHALLOW BED FILL MATERIAL NOTES (� - - -1
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF , , o PER FOOT MIN SLOPE �D ,
THE NEW YORK STATE DEPARTMENT OF HEALTH AND LIQUID DEP1N PUMP ON 1. AFTER REMOVING ORGANICS, PLACE SHALLOW BED FILL OVER THE EN71RE AREA OF PROPOSED ABSORPTION E C F 0 V ew
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED 30" MIN. PUMP ON " BED AND TAPER AREA WITH TRACKED EQUIPMENT. i
BY UTOPIA ENTERPRISES OR EQUIVALENT. " 1-1/2 SCH-40 PVC OR GALVANIZED PUMP• 60 MAX. PUMP OFF . �� � PIPING INSIDE WET WELL THROUGH WALL SEAL ALL TANK OPENINGS WATERTIGHT JUN 2 7 7 t f TAX MAP # 296.19-�-12
ALL STRUCTURES SHALL BE PLACED ON FIRM, X. UNION - LOCATE SUCH THAT UNION "SHALLOW BED FILL MATERIAL" SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY . ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
i6" MIN. CAN BE DISCONNECTED AND PUMP PROVIDE AND INSTALL UL LISTED PACKAGED PUMP GRAVEL W17H IN-PLACE PERCOLATION RATE OF 2-5 MIN INCH AND NO ORGANICS OR OBJECTS OVER 3" IN '('(jWN ENGINEER IS A VIOLATION OF M^5 EDUCATION LAW.
COMPACT SAND OR GRAVEL BASE. WHERE EXIS77NG • MINIMUM 2X WIDTH VOLUME OF DOSE TO CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. / y
SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE MAXIMUM 4X WIDTH 1 _ REMOVED WITHOUT TANK ENTRY OF THE I3UIIT NQ$ HOES
SHALL BE PLACED AS NECESSARY TO ACHIEVE A BE 50f GALLONS . _ INSTALL SIMPLEX, DEMAND DOSE CONTROL PANEL INSIDE SIZE LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.075mm ( 200 SIEVE). AT LEAST 25%
STABLE BASE. 500 GALLON PRECAST ° REDUCING TEE POINTED DOWNWARD WITH HOUSE IN ACCESSIBLE LOCATION. MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm (#35 SIEVE TO 110 SIEVE). LESS �!` SEP-0390-2018
FLOAT SWITCHES - 1 BALL VALVE THROI7LED TO ALLOW 296.19�1-12
ti. . ,' . . . " - ° ° . . ; CONCRETE PUMP STATION TRICKLE DRAIN BACK INTO WETWELL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL 8E INSTALL INSIDE PUMP PIT Hayes 8� Hayes
OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 NEW 1,000 GALLON PRECAST CONCRETE IN LOCA77ON ACCESSIBLE INSTALL FLOAT SWITCHES TO BALL CHECK VALVE ALARM IN HOUSE IN ACCORDANCE WI7H MANUFACTURER'S Club Road
SEPTIC TANK WITHOUT PIT ENTRY OPERATE PUMP AND MAINTAIN GOULDS WE0312L PUMP INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.EG) 33 Country
WHEEL LOADING. SHALLOW BED FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 24" BETWEEN BOUNDARY
LEVELS AS INDICATED REQUIREMENTS. Residential Septic Alteration
ALL JOINTS MUST BE SEALED WI7H BUTYL SEALANT. CONDITION AND BOTTOM OF ABSORPTION BED. ONLY SHALLOW BED FILL MATERIAL SHALL BE INSTALLED
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO THROUGHOUT THE ABSORPTION AREA AND TAPER AREAS 0 ISSUED FOR PERMIT 6121118
BEFORE BACKFlLLING. PROVIDE A 80 GALLON DOSE.
SEPTIC TANK& PUMP STATION DETAIL SHALLOW BED FILL MATERIAL IS 7O BE MECHANICALLY STABILIZED IN 6" LIFTS W17N TRACKED EQUIPMENT No. Revisions Date
EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL PRIOR TO INSTALLATION OF BED.
SCALE: TUTS wE0312L SUBMERSIBLE EFFLUENT PUMP .33 HP, 230 VOLT, T WATER SYSTEM PLAN & DETAILS
1 PH
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO INSTALLER TO NO EN LIRCE OF FILL MATERIAL PRIOR TO TRANSPORTING TO SITE TOWN OF Cat E
PURCHASING PUMP. '��' p. U BUILDING O prepared for.
�. o� y� �- Mickey Hayes
Dig Safely. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED �'r tiN Reviewed B 33 Country Club Road
New�York PELECTRICAL UMP STATIONSPEcnON AGENCY PRIOR TO START-UP OF Z Date: i Town of Queensbury, Warren County, NY
■Ca118efo►e You Dig 0 _ MAP REFERENCE:
■Wait The Required Time G? BASE MAP INFORMATION FROM WARREN COUNTY GIS, Drawn: TRC I Checked: GTH I Scale: NOTED I Date: 111912018
E ConfirmRespect Utility
The Response ' s�0 678" AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS 169 Haviland Road
■Dig With Cara P 1 y
THIS IS NOT A FIELD SURVEY. ALL LOCH ONS ARE
800■962■7962 SETBACKS PNOR TO BEGINNIN�NS7AUA17ONI� � �18) 7 ur NY 12804 291218-01
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