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proposed CONCRETE OR STONE GRADING NOTES GENERAL NOTES MARKER ABOVE ALL BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM APPROXIMATE EXISTING GRADE BURIED COVERS EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM WARREN COUNTY TAX MAP AND NOT FROM ACTUAL �, �� TOPOGRAPHIC SURVEY INFORMATION 18" IJI, E MAX. - , ,, , , , , , , , , • _ RECOMMENDED. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR ^- FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND APR 0 2 2019 2" MAX. txj 0�c� SLOPE fi" MIN. INLET BAFFLE 12" MIN. OVER OVER ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- - - ` - - - PROPERTY LINE TO N OF QUEENSBURY' If O� Q°o - o�C� o ALL STRUCTURES ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE ILDING&CODES 1 DISTRIBUTION BOX SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ---_____,______________ 10 -0 PROPERTY LINE SETBACKS O a BY FORT MILLER OR CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E E E EQUAL UNDERGROUND ELECTRIC SERVICE fi o 4" PERFORATED PVC LATERAL, FROM SEPTIC—�- 4" PVC Na. DESCRIPTION DATE Q Q Q ', SLOPE 1/1 fi„-1/32" PER FT. TANK SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT ss ss ss ss SANITARY SEWER REVISIONS NO ago 0� TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER N �° ° ALL OUTLET INVERTS GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. '� w w WATER SERVICE DISTRIBUTOR PIPES MUST BE �0 1. END OF ALL 0 0 0 TO BE SET AT PLUGGED UNLESS INTERCONNECTED. PEA---- EXACTLY THE SAME NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT GRAVEL ELEVATION. OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND I„U © >. 2. ALL LATERALS TO BE OF EQUAL LENGTH. (USE OF SPEED LEVELERS UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) (,� Q REQUIRED) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 = POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. SEWAGE DISPOSAL SYSTEM NOTES z t Q SHALLOW ABSORPTION TRENCH PROFILE THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING0 z N.T.S. DISTRIBUTION BOX ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK^,STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE W � o N.T.S. DUI LINES FOR U. RBA.N EROSION A SEDIMENT CONTROL. TOWN BUILDING INSPECTOR. � Q z 0 o FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS ( ) < V 2'-0" 4'-0" 2'-0" 15% MAXIMUM SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE ( o U_ CROSS SLOPE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL Q ° o ON SLOPED SITES HOUSEHOLD SYSTEMS APPENDIX 75-A. J o z OVERFILL TO ALLOW '""� E 0 FOR SETTLEMENT SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED J N ° o TEST PIT I N E O R A TI O N GRAVEL. < o � o a- � _ co NNa 0 TEST PIT INFORMATION TAKEN - 15 JAN 2019 BY SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. — v ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE " " _ y.: �_ � _j 0 - `/i//%/%` /�//�///�//�f� WITNESSED BY CHAZEN ENGINEERING - INLET 12 BELOW FLOW LINE, 6 ABOVE FLOW LINE v C z , a � z C14IT— ` ` - OUTLET 14 BELOW FLOW LINE, 6 ABOVE FLOW LINECO �; > , �, Q z EARTH 3" AIR SPACE ABOVE "T" TO TOP OF TANK Ir - ® UNTREATED BUILDING PAPER, -- v � - " FILL OR GEOTEXTILE. TP— 1 U -0 c o 2 MAX. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE v �' co ___._ 0-9" TOPSOIL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER �°w w APPROXIMATE 4 PERFORATED LATERAL SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. LINE OF EXIST. z LABELED AS FULLY MEETING 9-28" REDDISH BROWN MEDIUM SAND WITH COBBLES GRADE ASTM STANDARDS FOR USE IN THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A 0, 0SEPTIC SYSTEMS. " CLASSIFIED BODY OF WATER. WORK IS TO BE AS SHOWN©�� Oq0 T 28-3fi DARK BROWN MEDIUM SAND °0 C?0 0 � 3/4" TO 1 1/2" NOTED AND IN ACCORDANCE z WASHED CRUSHED STONE LEDGE 0 3fi" HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH MANUFACTURER'S 6'-0' (MAXIMUM DEPTH OF CRUSHED SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4" PVC SDR 2fi RECOMMENDATIONS, TRADE STONE SHALL NOT EXCEED 30") NO SEEPING OR STANDING WATER WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: ASSOCIATION PUBLISHED N (THERE SHALL BE NO SUBSTITUTION OF TRENCH NO MOTTLING LINE PRESENT 4 0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16 PER FOOT, CAP ALL ENDS. RECOMMENDATIONS AND WITH LEACHING CHAMBERS UNLESS ROOTS TO 9" GENERALLY ACCEPTED LOCAL APPROVED BY NYS DOH) THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO CONSTRUCTION INDUSTRY MAXIMUM SEASONAL HIGH i FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK PRACTICES. GROUNDWATER ELEVATION PERCOLATION TEST INFORMATION MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SHALLOW ABSORPTION TRENCH SECTION PERC TEST INFORMATION TAKEN - 15 JT 2ECTU RRE BY SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY N.T.S. ETHAN P. HALL - RUCINSKI HALL ARCHIT THE SEPTIC TANK. �\ WITNESSED BY CHAZEN ENGINEERING ` THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR �} PT- 1 THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS � , 00 MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF EXISTING ROCK WALL 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE 00 SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN N CA � 1st TEST 4'-52" SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT. \, 2nd TEST 4'-57" DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW P` Poo r �� SEPTIC SYSTEM DESIGN RESTRiCTORS. OBSERVE WATER CONSERVATION PRACTICES. r­4 N / SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE a$ 1 1 \ ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE Ln DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH WATER SAVING AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND C FIXTURES = MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE \ I TURES AT 110 gpd PER BEDROOM 330 gpd NEW D-BOX BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET CA �'�'�"� • rr \� SEPTIC TANK - 1,000 gal TANK REQUIRED- REUSE EXISTING BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY ' !� Cis < INSTALL NEW OUTLET "T" BAFFLE CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS N / 1510, SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. 0 ABSORPTION FIELD - 1 TO 5 MIN. PERC. RATE - APPLICATION RATE 4 ' EXISTING TREE Q h� r 1.2 gal/day/sq. ft. - 330 gpd DIVIDED BY 1.2 gal/day/sq. ft. = WHEN SEPTIC TANK IS PUMPED THE SEPTIC TANK BAFFLES TEES HOUSE SEWER TO REMAIN 275 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 3 LATERALS CONNECTION AND OUTLET SHALL BE INSP C ' / a$ AT 50' = 300 s ft. OF APPLICATION AREA. E TED. BAFFLES/TEES THAT HAVE ., q DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. Ca ' oQ '� CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. cd .� N A~ �� ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. Q k r 4 SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES too Cd j k Q �� ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND O ty MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED �..� cu INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. 03� r' r DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC POOL SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS O OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC N SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE ` REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. SAW CUT DRIVE AS NECESSARY TO INSTALL NEW EFFLUENT LINE -- REPLACE PAVING NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF �\ WHEN INSTALLATION IS COMPLETE THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. Q FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM \�9 `\ ` + EXIST. HOUSE ` Q- THE ABSORPTION FIELD. t`, k GARAGE SEPTIC PLOT P1_AN ` Q !` `\ v I HAVE SEEN OR OBSERVED ALL OBJECTS SUCH AS HOUSES,WELLS,TREES, FENCES,ETC ' f N DOCU I HAVE PERSONALLY COPY oo SHOWN o k FILE M RE IST F©RTH DN THIS DIAGRA► . � k / DATE Q � SIGN R 4 297.17-1-75 SEP-0012-2019 `N. ,/ Wiilette, Kevin \ � ! CAD FILE NAME APPROX. LOCATION OF EXISTING 37 Meadowview Rd ACA1D\IBS\WILLETTE\C-1 \ J DRYWELL TO BE REMOVED IF LOCATION INTERFERES WITH NEW PIPE Residential Septic Alteration SCALE AS NOTED THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY �✓ AND IS IN RED INK. ONLY SEALS IN RED INK TOWN OF QUEENSBURY SHALL BE CONSIDERED TRUE ORIGINALS PLOT PLAN ` / BUILDING DEPARTMENT DRAWING TfTLE NOT TO SCALE ,/ Based on omments limited examination, of bencons rued as \ r' Indfcati(rlg the plans and specifications are in SITE PLAN + EXISTING 1,000 gal SEPTIC TANK full compliance with the Building Codes of TO REMAIN- INSTALL NEW OUTLET New York State. AND SEPTIC "T" BAFFLE DESIGN TOWN OF QUVO NOTES BUILDING & O - Reviewed 8 DRAWING No. Date: C—i