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Septic drawings0 CD \ \' } } \00 IN LEACH FIELD FOR DAYCARE i 6— 60' LONG LATERALS SHALLOW TRENCH ABSORPTION SYSTEMS 1 1 SEE DETAILS 50% EXPANSION AREA ®TP#2 I TWO 1--•1/2" DIA. HDPE ( / OR P C FORCE MAINS 1 LEACH FIELD } FOR THERAPIST 2— 60' LONG !! I LATERALS ! / W006ED >/ / I I A-ti o W_ ' 4 FUTU � /PA RKAG I PROFESSIONAL FFICE --�-- �j SPACES } \ I a U PROFESSIONAL OFFICE r� I a / ,I - J / --� w PROFESSIONAL OFFICE a 1,000 GALLON SEPTIC TANK �_•_^__ — }/ EFFLUENT PUMP AND 1,000 f o �,/ / GALLON OVERFLOW TANK ( ! /•' i \ FOR THERAPIST LOT rrri 0 PROVIDE 4 DIA. PVC SLEEVE UNDER ROAD FOR FORCE MAIN u- } / REMOVE FORCE MAIN AND PLUG 0 \ SLEEVE AFTER SYSTEM IS ABANDON lil L4J j I O } L r \ Ci > g) f: G 0 I v 07. OUND AREA ��AY GR 6 1,500 GALLON SEPTIC TANK \ EFFLUENT PUMP AND 1,000 GALLON OVERFLOW TANK FOR DAYCARE LOT DJMFSTrR -NCL055ME / / C 0 k NZ, Y EXISTING FARM POND !I ,! r \ / t � tl i i i SOILS DATA TEST PIT #1 0 —4" TOPSOIL 4-2r SANDY FILL 22-30" ORIGINAL TOPSOIL 30-64" FINE SILTY SAND MOTTLING AT 40" WATER AT 60" TEST PIT #2 0 —5" TOPSOIL 5-17" MISC. FILL 17-24" ORIGINAL TOPSOIL 24-34" FINE SANDY LOAM 34-54" FINE SAND — TRACE SILT 54-68" SILTY FINE SAND MOTTLING AT 35" WATER AT 65" PERCOLATION RATE — 1" IN 3 MINUTES 40 SECONDS SOIL & PERC. TEST BY NACE ENGINEERING, P.C. 5-12-01 SEPTIC SYSTEM DESIGN DAYCARE LOT #5) DESIGN FLOW — 135 KIDS ® 5 GPD/KID + 25 EMPLOYEES ® 15 GPD/EMPLOYEE LESS 20X FOR WATER SAVING FIXTURES - 840 GPD SEPTIC TANK — 1,260 GALLON TANK REQUIRED — USE 1,500 GAL TANK ABSORPTION FIELD — TEST PIT SHOWS 35" TO SEASONAL HIGH GROUNDWATER. — THEREFORE USE SHALLOW TRENCH SYSTEM TO PROVIDE 24" MIN. SEPARATION BETWEEN BOTTOM OF TRENCHES AND SEASONAL HIGH GROUNDWATER — WITH 3 MINUTE-40 SECOND PERCOLATION RATE APPLICATION RATE=1.2 GPD/SF 840 GPD DESIGN FLOW /1.2 GPD/SF — 700 SO. FT. REQUIRED — USE 6 LATERALS 60' LONG - 720 SO. FT. EMERGENCY OVERFLOW TANK — USE 1,000 GALLON SEPTIC TANK TO ACCEPT OVERFLOW FROM PUMP STATION IN EVENT OF POWER OUTAGE OR PUMP FAILURE PHYSICAI, THERAPY OFFICE (LOT 4 DESIGN FLOW — 1 THERAPIST + 2 EMPLOYEES 0 15 GPD/EMPLOYEE + SAY 40 CLIENTS/DAY ® 5 GPD/CLIENT - 245 GPD (NOTE THAT IT IS ASSUMED THAT MUNICIPAL SEWER WILL BE AVAILABLE PRIOR TO REMAINDER OF BUILDING BEING OCCUPIED) SEPTIC TANK — USE 1,000 GAL TANK ABSORPTION FIELD — TEST PIT SHOWS 35" TO SEASONAL HIGH GROUNDWATER. — THEREFORE USE SHALLOW TRENCH SYSTEM TO PROVIDE 24" MIN. SEPARATION BETWEEN BOTTOM OF TRENCHES AND SEASONAL HIGH GROUNDWATER — WITH 3 MINUTE-40 SECOND PERCOLATION RATE APPLICATION RATE-1.2 GPD/SF 245 GPD DESIGN FLOW /1.2 GPD/SF = 204 SO. FT. REQUIRED — USE 2 LATERALS 60' LONG - 240 SO. FT. EMERGENCY OVERFLOW TANK — USE 1000 GALLON SEPTIC TANK TO ACCEPT OVERFLOW FROM PUMP STATION IN EVENT OF POWER OUTAGE OR—PLIMP-ZAn IIRF lication 1 � 2001 Zoning Administrator I N OTE TOWN OF OUEENSBURY CONNECT TO MUNICIPAL SEWER SYSTEM AND ABANDON TEMPORARY SEPTIC SYSTEM WITHIN 3 MONTHS AFTER MUNICIPAL SYSTEM IS AVAILABLE FOR CONNECTION. - PUMP OUT AND REMOVE SEPTIC TANKS, PUMP PITS AND OVERFLOW TANKS. - REMOVE FORCE MAIN FROM SLEEVE UNDER ROAD AND PLUG SLEEVE WITH CONCRETE. - WHEN LOT #3 IS DEVELOPED, REMOVE ANY PORTION OF LEACH FIELD LOCATED WITHIN 20 FEET OF PROPOSED BUILDINGS AND EITHER REMOVE FROM SITE OR USE FOR GENERAL SITE FILL TO BE BURRIED UNDER AT LEAST ONE FOOT OF CLEAN FILL MATERIAL. RECEIVED JUN 0 4 2001 TOWN OF QUEENSBURY PLANNING OFFICE COORDINATE INSTALLATION OF SEWER LATERALS AND SEPTIC TANKS TO ALLOW FUTURE CONNECTION TO MUNICIPAL SEWER WITHOUT ABRUPT CHANGE IN GRADE OR DIRECTION Sp l 3-2 Vo► 513Ac 1 10 C. �►�, 1133'vzh Q. z �6 Z 0 N \u- O 0 `' - . U)U. 0 4@ w o a U) a >_ z z wad z P4 z Z om o w � � V1 W o w o w o E 0 0 r' M� 00 • c\2 z W U] W co PC x Data MAY 14, 2001 Ravbad MAY 24, 2001 scale t'-w 46148-TS1 MIM 1 OF 2 C C Uzi r-: c r::� a ET cu ua a cu rp F- •H co 0 U7 E.i QJ F U C5 N. SLOPE 1/4I PER FOOT SEPTIC TANK BY FORT MILLER OR ow i j CONCRETE OR STONE FINISHED MARKER ABOVE ALL BURRIED COVERS GRADE RECOMMENDED. APPROXIMATE CONCRETE OR STONE i ACCESS HATCH FINISH GRADE MARKER ABOVE ALL BURRIEDS INLET BAFFLE 12` MIN. COVER OVER MENDED ALL STRUCTURES ELECTRICAL JUNCTION RECOMMEND ALL ACCESS BOX & CLEANOUT OP ZINGS " BE RAISED TO 6 BELOW +`:', ! `•''' ' ' ' © TO ABSORPTION L I FINISH GRADE. I ,' +' •' t OUTLET TO OVERFLOW TANK ------• FIELD ;: — :: INVERT 6" BELOW INLETreSU �— BMERSI R : FROM SEPTIC TANK ALL OUTLET INVERTS ` SAME PUMP EXACTLY�TT}iE LIQUID-LIEVEL 4" PVtr '• : ELEVATION. MIN. SLOPE � PEA GRAVEL 1/8` PER FOOT % ALARM ON E DISTRIBUTION OX PUMP ON m %' 1-1/2` FORCE MAIN - PVC Y DIA PPE OR POLYETHYLENE PIPE N.T.S. EQUAL INLET & OUTLET i PUMPS a ECK VAL : ; BAFFLES INSTALLATION OF DISPOSAL FIELDS i • 4 . ...� , CONCRETE TO BE g TROWEL FINISHED MERCURY FLOAT 4'-0" I.D. PREage/ MANHOLE WITH EFFLUENT PUMPAND 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, MINIMUM 2x WIDTH SWITCH WITH AS MANUFACTURED BY FORT MILLER WEIGHT (rn°•) AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THERMOPLASTIC PIPE ANb MAXIMUM 4x WIDTH OR EQUIVALENT CORRUGATED TUBING TUINSTALLATION BIGAIIN SEOPTIC T TANK LEACH FIELDS. (NO LADDER RUNGS) 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION OF 4' WADE TRENCH TO THE DEPTHS REQUIRED, PROVIDE 3' SAND OR------ R) ao&0 I LEANED THE WALLS TO FLOOR OF EACH TRENCH SHOULD BE LOOSEN AND RAKED ACHIEVE N EVEN SURFACE NO TO LOOSEN PEA GRAVEL UNDER TANK SEPTIC TANK EFFLUENT P U bd P M 0 N TI SMEARED SECTIONS OF TRENCH. N.T.S. 4. PLACEMENT OF CONCRETE SAND, IN -DRAIN UNITS, PERFORATED PIPE, N.T.S. AND GEO TEXTILE SHALL BE AS SHOWN AND IN ACCORDANCE WITH ELJEN IN -DRAIN DESIGN MANUAL AND NYSDOH APPROVAL CONDITIONS. 5. THE PIPE AND IN -DRAIN UNITS SHOULD LAID AT THE GRADES TANKS SEPTIC 1. PUMPS TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM AT 20 FEET TOTAL DYNAMIC HEAD. PUMPS TO BE 1/3 HP GOULDS AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING T STRAIGHT CONTINUOUS GRADES YITHOUT SAGS, HUMPS SEPARATED �hIALL MODEL 3885WE03L OR EQUAL. JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE BE LAID WITH THE HOLES DOWN IN ALL CASES 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK PRECAST CONCRETE 2. p�M CpN7� pp�S B SU ����pp ggyy PUMP Mq�� PVISIBLE ACTIVATED A j?DIBLE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY STATE DEPARTMENT OF HEALTH AND SHALL BE STATE AND ALARTMOAEBE BY LAG PUMF�IC&R AND AS MANUFACTURED BY FORT MILLER OR EQUIVALENL 3. PUMP CYCLE VOLUME FROM THE DISPOSAL FIELD. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR DAYCARE - 24" PUMP HEIGHT - 188 GAL - SOX PIPE VOLUME 9. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS i THERAPIST - 8" PUMP HEIGHT - 63 GAL - BOX PIPE VOLUME NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. BARRIER MATERIAL I 6N MIN. (II„ IIIi'i'— ii-��,.III� I 12 MAX. 2" MIN. 0 0-0qc0 SLOPE O n n n e% ei n -4 e% A n in n - n e% r% n n A n eA n 0 "d�[�Qa 4` PERFORATED PVC LATERAL, BOTTOM OF TRENCH SLOPE 1/16 -1/32 PER FT. TO BE LEVEL NOTES:. 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ABSORPTION TRENCH PROFILE N.T.S. 2'-0" 4'-0" do 2'-0" 15% MAXIMUM CROSS SLOPE OVERFILL TO ALLOW ON SLOPED SITES FOR SETTELMENT cal EARTH UNTREATED BUILDING PAPER, FILL OR GEOTDMLE. �' t° 4' PERFORATED 2" MIN. Z a LATERAL 6 MIN, co /2. 12" MAX. o 0 3/4 TO 1 1 CRUSHED STONE 6'-0" MAXIMUM SEASONAL HIGH GROUNDWATER ELEVATION STANDARD ABSORPTION TRENCH SECTION N.T.S. 6" MIN. ABSORBTION TRENCH FILL MATERIAL SHALL BE OF SAME (SEE STANDARD ABSORPTION TRENCH) PERMEABILITY AS EXISTING MIN. UNDERLYING SOIL. GIR E TO D AIN SEED CROWN AND SLOPES DRAINAGE SWALE N 3 .. ,.,." ...:, :s :.� :• S 0 ON UPHILL SIDE 0 . ; : r... ,•:•« .. P`c OF SLOPED SITES ::•: :: • ••. • . : 00, 24" MIN. TO HIGH GROUNDWATER, ROCK OR IMPERVIOUS SOIL REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL SHALLOW ABSORPTION TRENCH SYSTEM N.T.S. USE WHERE SEPARATION BETWEEN EXISTING GROUND AND SEASONAL HIGH GROUNDWATER, BEDROCK OR IMPERVIOUS SOIL IS LESS THAN 6' BUT GREATER THAN 4'. PERCOLATION RATE OF EXISTING SOIL MUST BE FASTER THAN 60 MINUTES. v � • CQ la4 ".4 rx 1.4 z - z b W O W � c co V cE `ABC juk (1 g i i l it I Date► MAY K 2= T01�N►� OF QULC' , r+i-F�V. PL NNING O'E' rr- aglo I Scab AS NOTED 46148—TS2 SHEET 2 OF 2