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1999-315aa"'1 a EXISTING POLET BAFFLE PROVIDE 3" SAND OR�060&00 PEA GRAVEL UNDER TANK FINISH GRADE LIGHT DUTY MANHOLE FRAME AND COVER (TYP.) SYRACUSE CASTINGS #13048 OR EQUAL CONCRETE EXTENSION RINGS AS REQUIRED (TYP.) 0_ 4`PUC ET WERR--. HEAVY DUTY 3,000 GAL GREASE TRAP m 2,000 GAL. GREASE TRAP FORT MILLER CONFIGURATION FOR & OUTLET ON END VIEW wITM CENTER BAFFLESAME ENTSBAFFLESAME END NOTES 1.ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, 6" OF CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. ALL JOINTS SHALL BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING THE TANK. SOILS DATA BASED ON SOILS TESTING ON ADJACENT PROPERTIES, SOILS ON THE SITE ARE DEEP WELL DRAINED WINDSOR SANDS. DEPTH TO GROUNDWATER IS GREATER THAN 10 FEET AND PERCOLATION RATES ARE LESS THAN 1 INCH IN 5 MINUTES SEPTIC SYSTEM DESIGN REHABILITA n- N/REPLACEMENT OF EXISTING SYSTEM EXISTING SYSTEM SERVES ONLY KITCHEN SINKS AND DISHWASHER. DESIGN FLOW — BASED ON WATER METER READINGS AND ENGINEERING STANDARD OF 2.5 TO 3 GAL. PER MEAL SERVED = 1,200 GAL./DAY GREASE TRAP — EXISTING 750 GAL. TANK TOO SMALL BASED ON NYSDEC STDS. NEED MIN. 1,440 GAL TANK. USE 2,000 GAL. FORT MILLER GREASE TRAP. SEPTIC TANK — EXISTING 750 TANK TOO SMALL BASED ON NYSDEC STDS. NEED 1,650 GAL. TANK USE 2,000 GAL. FORT MILLER TANK SEEPAGE PITS — 1 TO 5 MINUTE PERCOLATION RATE = 1.2 GAL/DAY/SQ.FT. 1,200 GAL/DAY + 1.2 GAL/DAY/SQ.FT. = 1,000 SQ.FT. REQUIRED — USE 4 SEEPAGE PITS EACH WITH 7' EFFECTIVE DEPTH AND 12' EFFECTIVE DIAMETER = 1,056 SQ.FT. MI SLOPE OPE 1/4" PER FOOT 2000 GAL SEPTIC TANK BY FORT MILLER OR EQUAL APPROXIMATE FINISH GRADE LIGHT DUTY MANHOLE FRAME AND COVER (TYP.) SYRACUSE CASTINGS #13048 OR EQUAL INLET BAFFLE CONCRETE EXTENSION RINGS AS REQUIRED (TYP.) MIN. SLOPE 1/8" PER FOOT 0 PROVIDE 3" SAND OR --'Oo PEA GRAVEL UNDER TANK INLET do OUTLET MINIMUM 2x WIDTH MAXIMUM 4x WIDTH 2.000 GALLON SEPTIC TANK 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. NOTESo 1. IF EXISTING SEEPAGE PITS ARE ENCOUNTERED IN THE PROPOSED LOCATION OF NEW PITS REM13VE OLD PIT AND ANY CONTAMINATED SOIL AND STONE AROUND SEEPAGE PIT. 2. LOCATION OF PROPOSED SEEPAGE PITS MAY BE MODIFIED IF NECESSARY TO AVOID EXISTING LANDSCAPING OR OBSTRUCTIONS. MAINTAIN REQUIRED SEPERATIONS OF IT TO PROPERTY LINES, 20' TO BUILDING FOUNDATION AND 36' BETWEEN PITS. N .r I:lI CONCRETE OR STONE MARKER ABOVE ALL BURRIED COVERS RECOMMENDED. 12" MIN. COVER OVER ALL STRUCTURES 0 O #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL �- ALL OUTLET INVERTS TO BE SET AT PEA EXACTLY THE SAME GRAVEL ELEVATION. (USE OF SPEED ZX ENCOURAGED) LEVELERS of L Z J 1UGHT N 20'-52-50" W PROPERTY LINE NEW YORK STATE ROUTE 9 PLAN Scale: 1 "= 20' CONCRETE OR STONE MARKER ABOVE ALL BURRIED COVERS RECOMMENDED. T COVER — :ING AREA COVER SHALL BE :D FOR TRAFFIC LOADING (H-20) CONCRETE DYWELL LER OR EQUAL IZATION PIPE .ENT PIT. 3E LAID LEVEL RING FOOTING MIN. SIZE CRUSHED STONE (4A) JULAR SPACE & FOOTING SEEPAGE PIT 1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVELENT. 3. SEPTIC TANKS & DRYWELLS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. TOWN OF OUEENSBURY BUILDING & E EPT. REVIEWED BY DATE. i3laD JUN 0 7 1999 TOWN OF QUEEN3BURY BUILDING AND CODE .1*.-& -^,&& eat fnrth an me UlaRldlit. ApoLU "� nIc - DID os?I Off` o a et - HEALTH ifV CAI` K S`TATF DEPAt�ilViEt�'�T Or NE E. pgTE LOCATION MAP W Z W Co Vl T� V1 T� C 1 W MhT1"1 a4 v ) F.1. j E� a ` a ~+ xz 0 W f� A o I w a E 4 E--4z W Cr W io 1 w V �0 a 1� Z W 0 94 E.y Fol VL Dates JIVE 3, IM SHEET >I OF I EXISTING SE 7(►" 4�VC FINISH GRADE UGHT DUTY MANHOLE FRAME AND COVER (TYP.) SYRACUSE CASTINGS #13048 OR EQUAL CONCRETE EXTENSION RINGS AS REQUIRED (TYP.) 0_ 4"PVC I OUTLET 1ER� MIN. SLOPE 1/4" PER FOOT 2000 GAL SEPTIC TANK BY FORT MILLER OR EQUAL BAFFLE 00 000 PROVIDE 3" SAND OR—�000 PEA GRAVEL UNDER TANK I I I I 11HEAVY DUTY GREASE TR P3.000 GAL PROVIDE 3" SAND OR PEA GRAVEL UNDER TANK 2,000 GAL. GREASE TRAP FORT MILLER CONFIGURATION FOR INLET do OUTLET ON SAME END END VIEW WITH CENTER BAFFLE NOTES 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE. 6' OF CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. ALL JOINTS SHALL BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFIL.LING THE TANK. SEPTIC SYSTEM DESIGN REHABILITATION/REPLACEMENT OF EXISTING SYSTEM EXISTING SYSTEM SERVES ONLY KITCHEN SINKS AND DISHWASHER. DESIGN FLOW — BASED ON WATER METER READINGS AND ENGINEERING STANDARD OF 2.5 TO 3 GAL. PER MEAL SERVED = 1,200 GAL./DAY GREASE TRAP — EXISTING 750 GAL. TANK TOO SMALL BASED ON NYSDEC STDS. NEED MIN. 1,440 GAL TANK. USE 2,000 GAL. FORT MILLER GREASE TRAP. SEPTIC TANK — EXISTING 750 TANK TOO SMALL BASED ON NYSDEC SMS. NEED 1,650 GAL. TANK USE 2,000 GAL. FORT MILLER TANK SEEPAGE PITS — 1 TO 5 MINUTE PERCOLATION RATE = 1.2 GAL/DAY/SQ.FT. 1,200 GAL/DAY + 1.2 GAL/DAY/SQ.FT. = 1,000 SQ.FT. REQUIRED — USE 4 SEEPAGE PITS EACH WITH 7' EFFECTIVE DEPTH AND 12' EFFECTIVE DIAMETER = 1,056 SQ.FT. APPROXIMATE FINISH GRADE LIGHT DUTY MANHOLE FRAME MID COVER (TYP.) SYRACUSE CASTINGS #13048 OR EQUAL INLET BAFFLE CONCRETE EXTENSION RINGS AS REQUIRED (TYP.) I) I I 1/81N T INLET & OUTLET MINIMUM 2x WIDTH MAXIMUM 4x WIDTH :►. 2,000 GALLON SEPTIC TANK 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE. CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. r —w I I I 3 I I I tla3N�o OAK# N � ZO _ _ O z , b V. O O CONCRETE OR STONE CONCRETE BBURRNNED W� �.(S'*1.1 � ABOVEALLATLL RECOMMENDED. BURIRIED COVERS 1 Y MIN. COVER OVER ALL STRUCTURES F1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL ALL OUTU:T INVERTS `-PEA EEXACCTLYBE YTTHE SAME GRAVEL ELEVATION. D I S T .�X (USE LEVELERS COURAGSmEDj S. DIES! 1. IF EXISTING SEEPAGE PITS ARE ENCOUNTERED IN THE PROPOSED LOCATION OF NEW PITS REMOVE OLD PIT AND ANY CONTAMINATED SOIL AND STONE AROUND SEEPAGE PIT. 2. LOCATION OF PROPOSED SEEPAGE PITS MAY BE MODIFIED IF NECESSARY TO AVOID EXISTNG LANDSCAPING OR OBSTRUCTMINS. MAINTAIN REQUIRED SEPERATIONS OF IV TO PROPERTY LINES, 20' TO BUILDING FOUNDATIONI AND 36' BETWEEN PITS. L- od l fjo?J'ar A'wp As .S/1fda;y 'p ' .fox L 10 a ro 0 3`�t� t` c F 40 PLAN Scale: 1 "=20' N 20 52'_ 50it W 'RECAST COVER — J PARKING AREA COVER SHALL BE ►ESIGNED FOR TRAFFIC LOADING (H-20) tECAST CONCRETE DYWELL )RT MILLER OR EQUAL EQUALIZATION PIPE ADJACENT PIT. 'E TO BE LAID LEVEL. RECAST RING FOOTING 1/2 " MIN. SIZE CRUSHED STONE (4A) OR ANNULAR SPACE & FOOTING SEEPAGE P I T 1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVELENT. 3. SEPTIC TANKS do DRAYEL.LS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. w TE--4 V1 w>-T^�' E�"/ V L V1 VL M V1 > H a It z E-4 w w a z w� z W r�i o w �o a V Vl 1+1 z w o H V1 &mIm A6 NOM OHM 10F 1