2009-406 t51'
1.2' LAKE
FILTER FABRIC, TENCATE MIRAFI 4" TOPSOIL, SEED MAXIMUM GEGRGE
/ 2" PVC FORCE MAIN 140N OR EQUIVALENT AND ESTABLISH TURF EMBEDMENT
DISTRIBUTION BOX 4" PVC LATERAL, NEAR LEVEL 6" BACKFILL SOIL INTO EXISTING
F__ GRADE
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IPPI� MA► r" ! 4.2
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0.0
LIMIT OF ABSORPTION BED
/-� SYSTEM FILL MATERIAL AS NEEDED TO LAKE
ESTABLISH LEVEL AREA BENEATH APPROXIMATE SEASONAL 3' MIN GEGRGE 3�
PROPOSED 15' X 42' ` / / CRUSHED STONE ABSORPTION BED HIGH GROUNDWATER Q
ABSORPTION BED � .�
LOCATE AND VERIFY INTEGRITY NEW 4" PVC HOUSE `,NE , ABSORPTION BED PROFILECONN
OF EXISTING HOUSE SEWER,
SEWER, 1144T PER FT. MIN. SLOPE �MpSE PRO � , 1" = 5' n
tj
APPROXIMATE LOCATION OF
PPpROXI SITE LOCATION
FAILING SEPTIC SYSTEM , DRIVE / 42' -
EXISTING / p
1 RES 1 I a
100' I __
as LJ
PORCNTgpCK , a
2.5'
H�SE� 2.5' 5.0' I LOCATION MAP
S�pCK rn ( 1~ = 200'
c
PT- -1
rn , ;
2" SDR-26 PVC 71,
' S.0'
FORCE MAIN WASTEWATER SYST
EM EM DESIGN
FROM PUMP I 2.5' 2.5' 4 BEDROOM RESIDENCE
'� r 0_ STATION
�. I WATER
SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX.
DISTRIBUTION I I
_—�pCK DESIGN FLOW - 110 GPD/BEDROOM
fi['1 0' PROQERT FINE SE ° TREES IN THIS BOX — — — — — — — — — — SYSTEM DESIGN FLOW - 440 GPD
AREA TO REMAIN 0 SEPTIC TANK - 1250 GAL PRECAST CONCRETE
1 _ pERN L� I LEACH FIELD - PIPE-IN-STONE ABSORPTION BED
4" PVC SDR-35 PERFORATED LIMIT OF DESIGN PERCOLATION RATE - 8-10 MIN/IN
OX�MpTE
pR0 1 SLOPf PROPOSED
DRAIN TO PUMP STATIAON v APPROXIMATE LATERALS, INSTALLED NEAR ABSORPTION BED PLAN ABSORPTION BED APPLICATION RATE= 0.7 GPD/SF
_ IF ram0.
"o I LOCATION OF LEVEL IN BED CONFIGURATION ABSORPTION BED AREA REQUIRED 629 SF
I o v PROPOSED 1000 GAL. PRECAST CLOSEST NEIGHBORING WELL 1" = 5' USE A 15' X 42' BED (630 SF)
rin CONCRETE PUMP STATION
A r �,�' WATER SUPPLY: LAKE GEORGE
m PROPOSED 4" EFFLUENT SEWER, , "
vim v. MAINTAIN 1/8" PER FT. MIN. SLOPE 4 TOPSOIL, SEED SITE SOILS DATA
AND ESTABLISH TURF TEST PITS
� PROPOSED 1250 GAl. PRECAST 2 51 15 BED WIDTH
n CONCRETE SEPTIC TANK TO EDGE FILTER FABRIC, 6 BACKFILL SOIL 0-6" _
� \ 5' " TP-1 - 09/04/09 BY T. HUTCHINS, P.E.
OPSOIL
OF BED TYPICAL LATERAL SPACING TENCATE MIRAFI OVER STONE BED 6-42" -TMEDIUM BROWN FINE SANDY LOAM
i 40N OR EQUI VALEN T
NOTE• REPLACEMENT 1•Z +p,X _ _ 42-56" _ GRAVELLY SILT LOAM FIRM
ALL M `,` '� ;. ^t �. _. ' 1 STONE DEPTH ,
' - MIN. TOTAL 56-84" OLIVE BROWN SILT LOAM FIRM
LOCATIONS ARE APPROXIMATE AND DO NOT ;....,' r. ,: ±:;;�.t�
WA __ — ry:
STEW ATE � �'R PLAN �-
:.. .: ... . .
REPRESENT A FIELD SURVEY. FIELD VERIFY SETBACKS _... : •: :- .. ... ; ': :::;_';_ :' "�:.:.s:::;:. r -
1' - Qp' MOTTLING AT 50"
AND LOCATIONS PRIOR TO INSTALLING SYSTEM. - ROOTS TO 46"
i �.. WATER TRICKLE AT 80"
WASTEWATER SYSTEM SETBACK `R _-.:_ ! , I ` _'_ ► __ i I I ' - ; i-:-; : i ! I ,
4.2' I i I I I I I _ I I I "
_
_.__ _I __ __, __ .i :_.::_:. __ .... _._, I L 2 MIN. STONE COVER PERCOLATIONP104 9EBY HUTCHINS ENGINEERING
SCHEDULE ORIGINAL GRADE - t -, I --! I I - ! ._ _
TO SHGW ; ! ; I ! I ! i _. -.. _-_ ; . __ " STABILIZED PERCOLATION RATE: 7 MIN40 SEC PER INCH
3 MIN. I I I _..I I ( : , ._ _.f i I ;: ; ; I 4 SDR-35 PVC PERFORATED
PROPERTY LAKE 1 1 , : ! !_ . I is ( I ! ( !._� : - �_.L. I ; I !.. LATERAL INSTALLED NEAR LEVEL,
HOUSE WELL TO SHGW - -
LINE GEGRGE -- IN BED CONFIGURATION
SEPTIC TANK 10' 10' 50' 50' _
s PIPEFILL MATERIAL NOTES
MIN. STONE BELOW:
i
ABSORPTION BED 10 20 1002100 � —"
SYSTEM FILL TO BE SANDY LOAM FILL WITH AN IN PLACE
ABSORPTION BED SECTION PERCOLATION RATE SIMILAR TO IN-SITU SOILS. FILL TO BE
STABILIZED IN 6" LIFTS TO DEPTH REQUIRED TO ESTABLISH
1" = 2' LEVEL GRADE BELOW THE STONE ABSORPTION BED. TAPER THE
FILL AREA AS NEEDED TO MEET WITH THE EXISTING GRADE WITH
A 1:2 MAXIMUM SLOPE.
APPROXIMATE POLYETHYLENE EXTENSION TO POLYETHYLENE EXTENSION TO EXTERIOR WEATHER-PROOF ELECTRICAL JUNCTION BOX (IF SYSTEM INSTALLATION NOTES
FINISH GRADE GRADE WITH TAMPER GRADE WITH TAMPER NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL
RESISTANT ACCESS COVER INSTALL FLOAT SWITCHES TO OPERATE PUMP RESISTANT ACCESS COVER PANEL IN HOUSE. DO NOT LOCATE JUNCTION BOX IN WET WELL.
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
AND MAINTAIN LEVELS AS INDICATED 12" t COVER ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH
INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION
SUGGESTED: INSTALL THAT I K 4" D-BOX OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC
12"t COVER PL-122 FILTER SUCH THAT IT IS INLET DISTRIBUTION BOX TANK C
READILY REMOVABLE THROUGH LEACH FIELDS.
TANK ACCESS COVER
AFTER EXCAVATION THE BOTTOM AND SIDES 4" SCH. 40 PVC 3» .. I OF THE BED SHALL
INLET
BE HAND RAKED TO REDUCE SOIL SMEARING.
MIN. SLOPE LIQUID LEVEL OUTLET 4" PVC BAFFLE
1/4" PER FOOT- MIN. SLOPE ° USE SPEED LEVELERS TO ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
4 16" 1/8" PER FOOT ASSURE ALL OUTLETS ARE AT AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
18" LOCATE FLOATS SUCH EXACTLY THE SAME ELEVATION
WATERTIGHT SLEEVE THAT THEY CAN BE
AND SEAL SLEE(TYPVE
REMOVED & SERVICED 4" PVC SDR-35 SOLID �'\ DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA
FROM TANK ACCESS AFTER ABSORPTION BED HAS BEEN INSTALLED.
HEADER TO PERFORATED
30" MIN. � ° PORT WITHOUT PIPING INSTALLED NEAR LEVEL
60" MAX. ALARM - 6" ENTERING TANK
ABOVE 'PUMP ON' �-2" SDR-26
1250 GAL PRECAST PVC FORCEMAIN PUMP STATION NOTES
CONCRETE SEPTIC TANK PUMP ON
MINIMUM 2X WIDTH VOLUME OF DOSE 2" SCH-40 PVC OR SEAL ALL TANK OPENINGS WATERTIGHT. TAX PARCEL # 239.12-2-30
MAXIMUM 4X WIDTH PUMP OFF TO BE 70t GALS GALVANIZED PIPING INSIDE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
�� WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED SIMPLEX PUMP ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
CONTROL PANEL K1TH VISUAL AND AUDIBLE ALARM. INSTALL
w
12" MIN. CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
a .. T .4 ° °.. GATE VALVE
a' s" Q a. . INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM 1N
U C-) r'.Y
a ° ' REDUCING TEE POINTED HOUSE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.)
� � 0 SEPTIC TANK NOTES DOWNWARD WITH 1" BALL VALVE REQUIREMENTS.
�' ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK CHECK VALVE—' THROTTLED TO ALLOW TRICKLE
STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE /1000 GAL PRECAST CONCRETE DRAIN BACK INTO WT=TWELL SET ALARM LEVEL 6" ABOVE "PUMP ON." s� i0
`� %' ;; AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. EFFLUENT PUMP TANK AS PUMP TANK 0 ISSUED - TOWN OF QUEENSBURY 1%6/09
UNION - LOCATE SUCH THAT " „ " "
LIQUID VOLUME BETWEEN PUMP ON AND PUMP OFF TO BE 70t N o. Revisions Date
ALL STRUCTURES SHALL' BE PLACED ON FIRM, COMPACT SAND OR UNION CAN BE DISCONNECTED GALLONS.
aCO cu
a GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, AND PUMP REMOVED WITHOUT REPLACEMENT WASTEWATER PLAN
`6_ V) CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A TANK ENTRY PUMPS TO BE GOULDS MODEL 3885, WEO3L 23OV, SINGLE PHASE,
w� STABLE BASE. 30 GPM AT 20 FT TDH. MAP REFERENCE: Mark S. Weinman
o E +' �- PARCEL LINES AND LOCATION a, �, a SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY SEPTIC TANK, PUMP STATION & DISTRIBUTION BOX DETAIL VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. 93 Assembly Point Road
-0 �„ a_' � CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. GEOMETRY FROM COUNTY TAXMAP
0 0 s c�
DATA.
N NT5
ALL JOINTS MUST BE SEALED.
HOUSE, DRIVE, GARAGE, AND Town of Queensbury, Warren County. New York
ACCESSORY STRUCTURES LOCATED
a' a' PER GIS DATA Drawn: CCW Checked: GTH Scale: NOTED Date: 09/18/09
cv C> G Cn 169 Haviland Road
CV
ADDITIONAL PHYSICAL FEATURES Queensbury, NY 12804
O
LOCATED BY HUTCHINS ENGINEERING 518 - 29412-01
to.) Q. BY F ( ) 745 0307 Phone
IELD INSPECTION. Hutchins Engineering (518) 745-0308 Fax