Sewage Disposal System i
GRADING NOTES GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING ASIDE PLAN DRAWING PREPARED BY DLP SURVEYING, LLC
-_ PROVIDE FILTER FABRIC EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
ABOVE STONE BED
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
q� �tY` i 4 FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.SSEM ������1 D
t�i POINT '-ON SITE MATERIAL FOR TP SO,L --- -- -- - - --- PROPERTY LINE
O 31_
ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-
0 0 0 0 0 0 400 0 0 0 0 0 0 0 0 ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
---------------------- 10'-0" PROPERTY LINE SETBACKS
O O O Q Q 0 O O 0 O O Q O 0 O SEEDED AND MULCHED BY OCTOBER 1ST_ TEMPORARY RAPIDLY GROWING COVER 0 AS BUILT 26 FM 2020
Gq --�_ CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E _.—L -YE —E — UNDERGROUND ELECTRIC SERVICE
�-�.�� �°RTC r _ � 0 REVISION 15 JMI 202D
PERFORATED PVC PIPE
r�"-----_- r STONE 0 O 0 m 0 Q 0 Q Q Q 0 0 0 O Q O O —ss —ss —ss a ss -- SANITARY SEWER N0. DESCRIPTION DATE
-� , SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
r ' TRAPS, - SLOPES ARE STRIPPED OF ,OVER
r CONSTRUCTED WHERE LONG SL _ __
. ... . -w•' :'�... A SHALL BE CO � Q 4
.
H v v ----w ---� WATER SERVICE
rr r1r NATIVE SOIL r z aE <, GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
XISTING SHED ./
.•;"z:w • E/P EDGE OF PAVEMENT
E � ' '� '• "�`�:'`'''''?
r ,f
1-5 NIII aF ERC RATE -a �_ NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
1 , ' t; • ' : -•' "' . OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND LU
-jibI -.• UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4)
FEET EITHER SIDE OF THE SCALE OR DITCH CENTERLINE, AT A RA,E OF 25 Q (�T- U
;.
SEWAGEI SPOS, L S
, ---___ POUNDS PER ACRE, AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. - j
i t r r r FENCE LINE z
fr l rtr r rr f TO BE PLACED AROUND EDGE OF STONE 36" MIN. TO IMPERVIOUS LAYER THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING Q z d ,-
r , r l r r ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE w o w
FOLLOWING BACKFILL TO PREVENT THE NO GROUNDWATER ENCOUNTERED (REMOVE TOPSOIL PRIOR 0C 4
1r rrrr r' j SYSTEM FROM BEING DRIVEN ON BY VEHICLES GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. TOWN BUILDING INSPECTOR. 'i V
f TO INSTALLATION OF PRESSURE BED) Z o
r r r i STONE LINED DRAINAGE SWALE _ Z 2
AREAS OF PROPOSED INSTALLED BETWEEN SYSTEM AND FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS 0
GARAGE AND 2-STORYFrlr' I r<j ADJOINING PROPERTY SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE o"
ADDITION , ;f tr r r t f 0 c n DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL < z
TYPICAL B E D SECTION HOUSEHOLD SYSTEMS APPENDIX 75-A. W a
t 1 REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS _ SET , �� t � E
t � �
' r AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL N.T.S. I ( SEPTIC TANK i0 BE �E, ON A LAYER OF COMPACTED PEA STONE OR AiASHED } v L Q
1 , TEST PIT INFORMATION < .� -
II TILE: FIELD � � GRAVEL, �, � ao a t � 4 W o
I75
` J TEST PIT INFORMATION TAKEN - 20 SEPT 2019 BY cQ o o � �
c�_ T ry�"v o o "- �
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. `� Q
rl 10, S MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE _ INLET 12" BELOW
LOW 'LINE,
ABOVE FLOW IN T
` ET&ACK Lftvc WITNESSED BY THE CHAZEN COMPANIES - OUTLET BELOW NE, 6" ABOVE FLOW LINE � � > r- r-� �� z
J r r j 1 pp., RECOMMEND ALL ACCESS , L z w r- > z
' 2-6• �& CLEANat)T OPENINGS TP I U °� x t° 0 a
J APPROXIMATE 3" AIR SPACE ABOVE "T" TO TOP OF TANK -
r ' FINISH GRADE BE RAISED TO S" BELOW NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE D ° 0 `� N -
r 2'_ FINISH GRADE CONNECTED TO THE SEWAGE SYSTEM- NO SUMP PUMP, CONDENSATE, WATER 0- '6 o E
r S,. INSTALL NEW EFFLUENT 0-15" DARK BROWN TOPSOIL a-,w c� >r-w
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM,
r PUMP INTO EXIST. SEPTIC _ -
. i / 15-36" REDDISH BROWN MEDIUM COARSE SAND, LITTLE GRAVEL
rr CHAMBER- INSTALL NEW OUTLET - THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
ADJOINING NEIGHBOR WITH � � j 4 q ` ``� uo I
EXISTING WATER LINE I _ INSTALL NEW 1,250 r l ' -j 36-57" MEDHUM BROWN LOAMY SAND, LITTLE GRAVEL CLASSIFIED BODY OF WATER. WORK ,S TO B AS SHOWN &
DRAWN FROM LAKE GEORG l ,` MIN. SEPTIC TANK NOTED AND IN ACCORDANCE
r fST ROOTS TO 24" HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH Iv1ANUFACTURER'S
` -CTOfi y / SLOPE 1 PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 RECOMMENDATIONS, TRADE
r NO r 3" _� NO MOTTLING FINE PRESENT /
{ExfsT ' 0 LIQUID LEVEL I NO SEEPING OR STANDING WATER WITH TIGHT JOINTS, MINIMUM PITCH 1/$ PER FOOT. SANITARY DISPOSAL FIELD: ASSOCIATION PUBLISHED
t CR r' MIN, SLOPE TO EFFLUENT PUMP p r Q
I ' '��C 1/4" PER FOB`-r f CHAMBER 4„� PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. RECUMMENDATI°NS AND
rSp MIN. SLOPE GENERALLY ACCEPTED LOCAL
r' ACC 2ir i OUTLET OF HOUSE CONFIRMED 1 f8" PER FOOT THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO CONSTRUCTION INDUSTRY
FOR REPLUMBING FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK PRACTICES.
-UNABLE TO DIG SAFELY NEXT TO SEPTIC TANK PERCOLATION TEST INFORMATION
I r r if EXIST- RESIDENCE FOR ORIGINAL INLET & OUTLET MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
BY FORT MILLER OR THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PLACEMENT OF TANKS BAFFLES TEST PIT INFORMATION TAKEN - 20 SEPT 2019 BY
EQUAL PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIf. Ry -
�` � err r1r , ,D�, z MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
j� EXISTING SIDE PORCH c) � THE SEPTIC TANK,
02
EXIST. PUMP CHAMBER THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
TO BE FILLED AND ABANDONED P T- THE LOT IT IS SHOWN ON, NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS �
�--- MINIMUM 2x WIDTH -- 2 PRE SOAKS DROPPED 12 MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
�, EXIST. SEPTIC TANK I HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE
� r , ` ; %/ TO BE FILLED AND ABANDONED MAXIMUM 4x WIDTH INCHES LESS THAN 10 Mlia. rct
J r ty� I SUBSURFACE DISPOSAL SYSTEM, THE SEAS AND SIGNATURE ON THIS PLAN
� ' u 1 st TEST 1'-56" SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT.
0 00 2nd TEST 2'-11" Q�
PROVIDE 3" SAND OR-____o o 00 DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
PEA GRAVEL UNDER TANK >
RESTRICTQRS. OBSERVE WATER CONSERVATION PRACTICES.
p,'/ 3 � OH
SEPTIC TANK DETAIL SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE (:t O
3"0 SOLID PIPE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE � N
AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE ..4
f 1" ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET kl,
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE BAFFLE OR SANITARY "T" THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES, MOST TANKS
' 0 SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. r
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR ------------ -- - i
f ' GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS N WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
I 3" PERFORATED PIPE I
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS ► CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES TEES THAT HAVE �
ADJOINING NEIGHBOR WITH WITH ENO CAPS (TYP.) _ = /
EXISTING WATER LINE DRAWN FROMNECESSARY TO ACHIEVE A STABLE FOUNDATION. I i0 o DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. 03
U +-'
LAKE GEORGE o _ ____ ____________ ' a In CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. `
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY TOTAL BED SIZE --+
TQ�T WATER DRAWN FROM LAKE CONSTRUCTION DESI H-20 WHEEL LOADING. p� WASHED CRUSHED STONE 35s B S � ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
OSE NO WELLS WITHIN 200 FEETI = 52 = DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
i__________________ ______ ___________- I DISINFECTED AFTER BEING PUMPED OUT.
LAKE t1 E E RGG Lam`. - SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES � I
PROPER'TIES LOCATED ON c
2'0 VENT ABOVE ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND � I �
SHORE OF LAKE GEORGE DRAW WATER FIN. GRADE WITH 15'-0" 15'-0" MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
FROM NO WELLS WITHIN 200' OF BIRD SCREEN APPROXIMATE MANHOLE., E COVER INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
,
PROPOSED SEWAGE DISPOSAL SYSTEM � FINISH GRADE (LOCKABLE) AT 2'-6" 30'-0' 2'-6"
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC 1- 4
SITE PLAN I GRADE 35'-0" SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS Q
1"=20'-O" DRILLED WELL LOCATION SEEN FROM ROAD
OR CLEANERS INTO SINKS OR TOILETS.
+200' FROM PROPOSED SYSTEM WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC t�3
i (MIRADA LLC.) SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
HANGER PIPE PRESSURE BED DESIGN REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
-"- FOR PUMP 1r
-` REMOVAL NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
FROM SEPTIC - _ _ ( I DESIGN FLOW - EXIST NG 4- BEDROOM HOUSE WITH STANDARD THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
TANK WATER SAVING FIXTURES .AT 110 gpd PER BEDROOM = 440 gpd
{ TO D-BOX FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
HIGH WATER
{ THE ABSORPTION FIELD.
ALARM SWITCH I ( I SCRAPE OFF TOPSOIL (±14") - 1-5 MINUTE NATIVE SOIL ON SITE
h' ( I NAA1L-rof,V_ -'`I I CD - ' RESERVE CAPACITY 2„0 TO 4-4040 GI'
D DIVIDED 0.95 GPD\SF = 464 SF OF PRESSURE BED REQUIRED
11A�r ``��`. ; AFTER ALARM SOUNDS V DIST- BOX
O EQUAL TO ONE DAYS START LE EL NEW DESIGN LAYOUT ALLOWS FOR 525 SF OF TOTAL BED
z CAPACITY (DUPLEX PUMPS UICK DISCONNECT
SCAR cpi I ° `� a WITH INDIVIDUAL ALARMS LEVEL CONTROL Q 3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0 O.C. SET LEVEL WITH END CAPS
KEY ' w SWITCH SLIDING COUPLER
MAY BE USED IN LIEU
_j SHUT-OFF LEVEL]
to --100° , 1 < OF A SINGLE PUMP AND ENTIRE AREA OF PRESSURE BED (35'x15') TO HAVE 12" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE
01
- i J ONE DAYS CAPACITY} BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS. �,
AUG 7 Lu
ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO �
44-1 EOVtJO f < `� �' PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6" TO 12' IN DEPTH. 'OWN OF QUELEN WBURY
z
1
ZC31tiIING OFFICE
PUMP SIZING 30 FOOT LATERALS x 3 LATERALS + 10 LF OF MANIFOLD = 1O0 LF OF PIPE x 0.589 PIPE AREA x 85% = 51 GAL FIELD CAPACITY CAD FILE tdti,tE
0�0000 AC.AD\IBS\ASSEMBLYPOINT\C-?
Q EO PROVIDE 3" SAND OR 00co PUMP TO BE SET SO THAT MAXIMUM 55 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD.
__j SY f PEA GRAVEL UNDER TANK SCALE
1"_`--- - � - I � AS NOTED
EFFLUENT TANK DETAIL \ THE SEAL BELOW IS AN ORIGINAL SEAL BRAWN BY
N.T.S. \ TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 AND IS IN RED INK. ONLY SEALS IN RED INK
SHALL BE CONSIDERED TRUE ORIGINALS
'J0}�r -`"`- -- _ L YOU MUST PROVIDE AN AS-BUILT DRAWING, IF THE INSTALLATION HAS CHANGED DRAWING TrT_E
---- - l PUMP STATION NOTES FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. I TE PLAN
- - ---- _ _ - - LOCATED DRILLED WELL LOCATION
OF NEIGHBOR OF 53 ASSEMBLY I 4 T YOU MAY HAND THE INSPECTOR THE AS-BUILT ON-SITE BUT IT IS PREFERRED TO
POINT ROAD 1. PUMP TO BE EFFLUEN T PUMP BE RECEIVED PRIOR TO THE INSPECTION DATE AND SEPTIC
` I + 200' FROM PROPOSED SYSTEM GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED
_ (METIVIER) IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS-BUILT MUST BE RECEIVED DESIGN
2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. €'' p� i
I f� AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE f 1 • I V TES
I OVERALL AREA SITE PLAN IF- THE CONE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS
NOT TO SCALE INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE
FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS-BUILT DRAWING PRIOR DRAWING Nr-
TO RESCHEDULING
i