169 HAVILAND RD RECORD DRAWING l ,', \ ":.
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Q INSTALLED 1,250 GAL1. ,\
c, 4 TOPSOIL COVER ABOVE 4 PVC PERFORATED LATERAL INSTALLED FILTER FABRIC MIRAFI ., > _, , - " "
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o� __.______ TOP OF STDNE BED; LEVEL, IN BED GONFIGURA170N WITH 140N OR EQUAL , t „
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` "o srTE LocanoN LOCATION `AP
N V i 1� 1 � ;� SCALE: I' = 2'
IF I I ��� f, CO SYSTEM INSTALLATION NOTES SYSTEM INSTALLATION NOTES
i CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWWG AND IN ACCORDANCE WITH THE N.Y.S
�% / � 15' 1 DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWL G AND IN ACCORDANCE WITH THE N.Y.S.
/ '/ -,,.._ ....�. .r.. �,_.,._ , 774ERMOPLAS77 PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS 1 INSTALLA77 N
C p DEPARTMENT OF HEAL174 INDIVIDUAL HOUSEHOLD SYS MS AND ASTM F48 d OF
i/ //- �"""{"' THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTICTANK LEACH FIELDS
i kE t' r " '� `5' '`\ 5" `,y F ' AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH
-� ��-76 } �' a r> ` I, �� SHALL BE CLEANED AND RAKED !N ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
I 2 5' 1- x AFTER EXCAVATON OF 20' WIDE X 30' LONG ABSORP77ON BED TO THE DEPTH REQUIRED, THE WALLS
t �'/ 2 5 " ' AND FLOOR SHALL 8E CLEANED AND RAKED IN ORDER T LOOSEN SMEARED AREAS OF SOIL.
SIGN `\\ �11 G s PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION
\-� `.11 1 '\ '` M1� OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORP77ON TRENCHES
_ f' f A` ` 3� ' s• PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND' FILTER FABRIC SHALL BE A5 SHOWN AND
' v/ � � <. THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES '
INSTALLED 25`x40' 't~N a ,� ` b- " " CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FIN GRAINED SOILS AND WASTE MATERIAL IN
`� cs1�1 > WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS.
PIPE-IN-STONE e , \ '�� � � ' THE STONE AND PIPE
o ABSORPTION BED \\ K � , < ,sue ,� ? `, , ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM
\ 11 y "' THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES
`° THE DISPOSAL FIELD.
� x �� tR Q s� x e
� "} ` ` "z LIMIT OF 15'x40' WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE
`h DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORP77ON AREA AFTER TRENCHES HAVE BEEN INSTALLED.
LOCATIONS OF . STONE BED
x
7 u x LAID WITH HOLES DOWN IN ALL CASES
WASTEWATER SYSTEM ` > ` 'P THIS SYSTEM /S DESIGNED FOR WATER CONSERVING FIXTURES AND /S NOT DESIGNED TO ACCOMMODATE
COMPONENTS U TI
i TIES . r, �11% EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS DR GARBAGE ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAIN ALL AND DIVERT SURFACE RUNOFF AWAY
DETERMINED BY POST \` t x ,Y i FROM THE DISPOSAL FIELD.
..,,� INSTALLATION SURVEY e�y j �,; > 4. > GRINDERS
s3 27 /j a I/ v , ; t :_
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
'' 1. <� r WASTEWATER SYSTEM.
��..'` / '• ", l x \ DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
r a a. s �1 x a '
'--' , \ THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLA77ON
,` YI. '' `� ` x . ` <# SYSTEM MATERIAL SPECIFICATIONS
v �{ /:'r
11A
5 OF WATER CONSERVING FIXTURES AND A DESIGN FLOW 0 110 GPD PER BEDR(JOM. THE SYSTEM IS
T x ` ABSORPTION FIELD AGGREGATE
1 x x1_2, NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA
_~� "' STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. TUBS OR WATER TREATMENT EQUIPMENT. THE tNSTALLA ON OF NON-CONSERVING WATER FIXTURES
�� y, �s �� y�r < v. x,. a5 ,�,
' EFFLUENT FILTER OR EXTREME WATER USE FIXTURES IS CONTRARY T THE APPROVAL OF THIS WASTEWATER
OAD
`:�`,I `\ �11 `� \ \ �`{" EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT TREATMENT SYSTEM.
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n� � » FORCEMAIN
` 4 PERFORATED PVC LATERALS
' :`� \ INSTALLED NEAR LEVEL IN PIPING TO BE 1-1/2" SDR-11 HDPE, PROVIDE POSITIVE DRA/NBACK TO PUMP STA77ON ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE
' y BED CONFIGURATION FILTER FABRIC WASTEWATER SYSTEM.5 �� X .11
FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC TENCATE MtRAFI 140N OR EQUIVALENT.
,` s 4 '' I'll 1�11F.
WASTEWATER SYSTEM PLAN ` * p f HOUSE SEWER PIPE CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN O DER TO DIVERT SURFACE RUNOFF AROUND
3 ABSORPTION Ft£LD.
11 . 1. PROPOSED PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
SCALE: i"=20' x „ l t DISTRIBUTION BOX SHALLOW TRENCH FILL MATERIAL
MATERIAL TO HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-SITU SOILS. NO PARTICLES GREATER THAN
SEPTIC TANK, PUMP STATION & ABSORP77ON BED MST BE INSPECTED BY LOCAL BUILDING
GRAPHIC SG4LE ~ `"s"• Y �- l TRANSITION FORCE 3". SEE "SHALLOW TRENCH FILL MATERIAL NOTES." DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. IT IS 774E
RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY E NECESSARY PAR77ES AND REQUEST
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� �2 5' � � �, �, , ,',� MAIN TO 4" PVC TOPSOIL
20 0 10 2(l 40 80 h { OUTSIDE OF Q-BDX tNSPECT7oNs.
�.,:f,_. M.+;„, :' ., b � ,, .III � T PLACE 4" MINIMUM TOPSOIL OVER EN71RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF.
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES ABSORPTION BED PLAN
NTS WASTEWATER SYSTEM DESIGN SITE SOILS DATA
25 EMPLOYEE DESIGN TEST PIT
EXTERIOR WEATHERPROOF JUNCTION BOX (IF DESIGN FLOW 15 GPD/PERSON (DEC STANDARDS
NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL ) TP-1 - 111412022 BY TOM CENTER, P.E.
SYSTEM DESIGN FLOW - 375 GPD
POLYETHYLENE EXTENSION TO GRADE POLYETHYLENE EXTENSION TO GRADE WITH CONTROL PANEL IN HOUSE ALL ELECTRICAL WORK TO 0-4" - TOP SOIL
WITH TAMPER RESISTANT ACCESS TAMPER RESISTANT ACCESS COVER BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION SEPTIC TANK - PROPOSED 1,250 GALLON PRECAST 4-30" - LOAMY MEDIUM FINE SAND
COVER NON-TRAFFIC AREAS) (NON-TRAFFIC AREAS AGENCY PRIOR TO START-UP OF PUMP STATION. CONCRETE
( ) PUMP STATION - PROPOSED 500 GALLON PRECAST 30-60" - MEDIUM FINE SAND
CONCRETE PUMP STATION ROOTS TO 54"
12" MIN. COVER
NO GROUNDWATER
12" MIN. COVER TRANSITION TO 4" DISTRIBUTION BOX DESIGN APPLICA77ON RATE: 0.7 GPD/SF, BASED ON NO MOTTLING
114" PER a OUTSIDE
BOX 8-10 MIN/IN PERCOLATION RAZE PERCOLATIDNTEST
FOOT MIN. ° J STABILIZED PERCOLATION RATE: 3 MIN/lNCH
. ° 1/8" PER
11
SL1.
OPE ° ° FOOT MIN. ABSORP77ON BED AREA RE = (375 GPD)/(0.7 GPD/SF)
-, * ,. •,.
3 LSLOPE BAFFLE = 536 SF •
4" HOUSE SEWER --#-
LIQUID LEVEL 4" EFFLUENT SEWER a 1-1 12- USE SPEED LEVELERS TO �2"MIN.
WATERTIGHT FORCE MAIN ASSURE ALL OUTLETS ARE AT ABSORPTION BED AREA PROVIDED = 15 z40' = 6D0 SF RECORD DRAWING NOTE
EXACTLY 7HE SAME
SLEEVE & SEAL 16„ 18"
(Typ) ELEVA77ON » POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY A REPRESENTATIVE OF OUR OFFIC VISITED THE SITE
C� 1 MIN, BALL VALVE 2 MIN. DROP MAINTAIN 10' BETWEEN WATER SUPPLY LINE(S) AND ALL DURING CONSTRUCTION AND IT IS MY OPINION THAT
SEPTIC TANK NOTES r ° 4 PVC SDR-35 SOLID HEADER BETWEEN INVERTS THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
ALARM 3" ° TO ABSORPTION LATERALS, WASTEWATER SYSTEM COMPONENTS WITH 174E APPROVED PLAN AND THIS RECORD
ALL UNITS SHALL COMPLY WITH THE d 1/8" PER FOOT MIN SLOPE DRAWING FINAL SURFACE FINI ING AND TURF
REQUIREMENTS OF THE NEW PORK ABOVE 'PUMP
ESTABLISHMENT IS ONGOING
STATE DEPARTMENT OF HEALTH AND , . ON' / /'y
SHALL BE OF PRECAST CONCRETE AS LIQUID DEPTH PUMP STATION NOTES
30 MIN. PUMP ON SEAL ALL TANK OPENINGS WATERTIGHT. G. HUTCHINS, P.E.
MANUFACTURED BY UTOPIA 60" MAX. 1-112" SCH-40 PVC OR GALVANIZED
ENTERPRISES OR EQUIVALENT. PIPING INSIDE WET WELL THROUGH WALL f'�(�/''� DRAWING
'�Q f� (�"'
PUMP ° PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL RECORD 1�LJ !l/ A WI NV
ALL STRUCTURES SHALL BE PLACED OFF UNION - LOCATE SUCH THAT WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE
ON FIRM, COMPACT SAND DR GRAVEL ° " b CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
BASE. WHERE EXISTING SOIL MINIMUM 2X WIDTH 4 . 16 MIN. UNION CAN BE DISCONNECTED AND INSTALLATION DATE: 711912023
CONDITIONS ARE UNSUITABLE, VOLUME OF DOSE PUMP REMOVED WITHOUT TANK
MAXIMUM 4X W1D7H TO BE 80f ENTRY INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN INSTALLED BY - SANITARY SEINER SERVICE
CRUSHED STONE SHALL BE PLACED BLDG IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND TAX MAP # 289. O'1�5
AS NECESSARY TO ACHIEVE A GALLONS a REDUCING TEE PD/N7ED DOWNWARD NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS PANEL TO BE SJE
STABLE BASE 500aGALLON PRECAST WITH 1" BALL VALVE THROTTLED TO RHOMBUS IFS IN-SITE SERIES SIMPLEX PUMP CONTROL PANEL
°' a ,° .; a . FLOAT SWITCHES - ALLOW TRICKLE DRAIN BACK INTO
SEPTIC TANKS INSTALLED /N TRAFFIC � ° .° e INSTALL INSIDE PUMP PIT CONCRETE PUMP STATION ALLOW L PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A Ving ftafely,
AREAS SHALL 8E OF EXTRA HEAVY IN LOCA770N ACCESSIBLE INSTALL FLOAT SWITCHES 80 GALLON DOSE NeW � Ork
CONS7RUC71ON DESIGNED FOR H-20 PROPOSED 1,250 GALLON PRECAST WITHOUT PIT ENTRY BALL CHECK VALVE Y
WHEEL LOADING. CONCRETE SEPTIC TANK TO OPERATE PUMP AND Cali Before You Dig
MAINTAIN LEVELS AS GOULDS WE03L PUMP EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WEO3L wait The Required Time
INDICATED SUBMERSIBLE EFFLUENT PUMP .33 HP, 230 VOLT, 1PH EM Confirm Utility Response
ALL JOINTS MUST BE SEALED WITH Respect The Marks
BUTYL SEALANT. JOINTS BELOW THE SEPTIC TANK DETAIL Dig With�� ( 1__�`�? RECORD DRAWING 10/7f2024
LIQUID LEVEL MUST BE TESTED NTS ALL ELECTRICAL WORK TO BE INSPECTED 8Y A CERTIFIED ELECTRICAL 800-962-7962 0 ISSUED FOR PERMIT 12 2A . 9 022
PUMP STATION DTAIL INSPECTON AGENCY PRIOR TO START-UP OF PUMP STATION. www.digsafelynewyork.com
BEFORE BACKFILLiNG. NTS
No. Revisions Date
� L4" MINIMUM TOPSOIL ON APPROXIMATE E€ VYASTTWATTR SYSTE PLAN & DETAILS
ENTIRE BACKFILL AREA; EXISTING GRADE MAP REFERENCE:
SEED AND ESTABLISH TURF BASE MAP INFORMATION FROM "MAP OF A SURVEY o �,S TO , prepared for:
40' BED MADE FOR BAY WEST ASSOCIATES, LLC," IN THE
f--SLOPE LENGTH SLOE- WASTEWATER SYSTEM SETBACK REQUIREMENTS TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. * � ,- t� � > Bay West Associ tes LLC
/ // /; / / .
P A Y. r �,
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�, 69 Havitand R ad
REP RED B '; 1
STREAM, LAKE,
e� 11
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.. , , Y a..6b..
PROPERTY LINE HO W URSE, WATER LINE �y Ll Town Of Queens6uly, County of Wa ren, State of New York
C�
v Drawn. WG / KB d. NO 1 022
WETLAND �1 067 1g
,- 1, , & C H Checke •GTH Scale 7ED Date 1/7/2
_ SEPTIC TANK 10 10 50 10 S t,E v�S
4" SDR-35 PVC PERFORATED-1FILTER FABRIC, TENCA7E ABSORPTION FIELD 10' 20' 100' 10' Land S11rve ors 169 Havil nd Road
LATERAL INSTALLED NEAR LEVEL, IN ABSORPTION BED PROFILE MIRAF! 14ON OR EQUIVALENT ALTERATION OF TH UM NT EXCEPT BY Queensbury, NY 12804
BED CONFIGURATON NTS 169 flaviland Road Queensbury, New York 12804 A LICENSED PROFESSIO AL ENGINEER IS A (518) 745- 307 Phone 29 08 ��
(518) 792-8474 New York Lie. No. 50135 1VIOLATION OF WS EDUCATION LAW. I Hutchins Engineering PLLC (518) 745 `0308 FOX