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Home My WebLink AboutPlans x511.6 x510.5 x509.6 LEGEND: ------------,----------------------, ---, I I I 11 I I I I F.F. EL. - 513.0I FIRST FLOOR EL. 568 S.F. SEPTIC SYSTEM INVERTS TYP. TYPICAL DH DRILL HOLE IP IRON PIPE REC. RECOVERED x510.5 (f) - 508.85 OUTLET AT HOUSE ---- -~- 508 ---- ----- ro PROPOSED CONTOURS • : PROPOSED SPOT ELEVATION BUILDING SETBACK LINE (2) - 508.05 INLET @7 TANK TEST PIT I' ..- - _ 9, _- __ -- 6 DEPTH - 28" PRESOAK - 9:30 10:35 - 8" 11:10 - 25 1/4" ( - 507.85 OUTLET @ TANK 10:40 -13" 11:15 - 26" 10:45 -17" 11:20 - 26 3/4" PERC 10:50 -19 1/2" 11:25 - 27 1/4" 10:55 - 213/4" 11:30 - 27 3/4" DRY (4) - 507.27 INLET @ D -BOX 11:00 - 23 1/4" 11:05 - 241/4" xsla.6sob _- PERC RATE -1" - 8 MIN, SERVE AREA ® - 507.17 INLET & TRENCH INVERT (BOTTOM TRENCH EL. -506.7) • • _ x509.3 - 506. INVERT (BOTTOM TRENCH EL. -505.9) 44 INLET &TRENCH JOL (7 - 505.95 INLET & TRENCH INVERT (BOTTOM TRENCH EL. -505.5) - , 4xso9.a 49 ` TP -166 _ 3 510 .._ r TP -167 ._.. 38LF-4"PVC 't, D -BOX -TYP. _.._. _... TP -15 (ASTM -1785) 28LF-4"PVC (SDR -35)(S -EE DETAILS 500- -41 4 � A 1,500 GAL./ 2 -COMP. 50' SEPTIC TANK 49 - _ (SEE DETAIL) C/ '--------__ LOT # 14 510- -' - BENCHMARK x508.9 ------- • , x509.0 NAIL IN 15" TREE ~ �' PROPOSED ELEV. - 510.47 _.. _. FOOTING DRAIN 502 _ IIP\ OUTLET ` x509.1 / cn N DH if - 00 360.00t PROPOSED t x509.6 UNDERGROUND \ UTILITIES 110 , �d - ' '�sI \SID °0 SEE I Li , �' ----- ----- _ 15 PROPOSED \� W WELL LIMITS OF INLAND WETLANDS \ PER REFERENCE MAP #2 \ 504 - -.• . . _..-. _ \ ' o ' o0 z w x507.0 s x511.6 x510.5 x509.6 LEGEND: ------------,----------------------, ---, I I I 11 I I I I F.F. EL. - 513.0I FIRST FLOOR EL. 568 S.F. SQUARE FEET TYP. TYPICAL DH DRILL HOLE IP IRON PIPE REC. RECOVERED x510.5 TP -18 -_ .--.- ---- -~- 508 ---- ----- ro PROPOSED CONTOURS PROPOSED SPOT ELEVATION BUILDING SETBACK LINE TEST PIT I' ..- - _ 9, _- __ -- 6 DEPTH - 28" PRESOAK - 9:30 10:35 - 8" 11:10 - 25 1/4" 10:40 -13" 11:15 - 26" 10:45 -17" 11:20 - 26 3/4" PERC 10:50 -19 1/2" 11:25 - 27 1/4" 10:55 - 213/4" 11:30 - 27 3/4" DRY 11:00 - 23 1/4" 11:05 - 241/4" xsla.6sob _- PERC RATE -1" - 8 MIN, SERVE AREA _ x509.3 L JOL - , 4xso9.a TP -166 _ 3 510 .._ r TP -167 ._.. 38LF-4"PVC 't, D -BOX -TYP. _.._. _... TP -15 (ASTM -1785) 28LF-4"PVC (SDR -35)(S -EE DETAILS 1,500 GAL./ 2 -COMP. 50' SEPTIC TANK - _ (SEE DETAIL) `- - '--------__ 510- -' - BENCHMARK x508.9 ------- • , x509.0 NAIL IN 15" TREE ~ �' PROPOSED ELEV. - 510.47 DRIVEWAY IIP\ x509.1 / s DH if - REC. 360.00t PROPOSED t x509.6 UNDERGROUND \ UTILITIES 110 , �d - ' '�sI \SID s x511.6 x510.5 x509.6 LEGEND: ------------,----------------------, ---, I I I 11 I I I I F.F. FIRST FLOOR EL. ELEVATION S.F. SQUARE FEET TYP. TYPICAL DH DRILL HOLE IP IRON PIPE REC. RECOVERED x510.5 EXISTING SPOT ELEVATION ---- -~- 508 ---- ----- EXISTING CONTOURS ro PROPOSED CONTOURS x509.0 PROPOSED SPOT ELEVATION BUILDING SETBACK LINE TEST PIT CATCH BASIN TYPE "C" T.F.-508.9 INV. -504.9 LOCHDALE DRIVE O1\ x509.3 18"CPP --�• 4" TOPSOIL CONNECTICUT APPROVED SUITABLE FILL FILTER FABRIC 211 4" PERFORATED PIPE q O N Cb 1" STONE (10vtio C4& 4` TRENCH CROSS SECTION NOT TO SCALE x510.2 FILTER ------------,----------------------, ---, I I I 11 I I I I (•.} FABRIC � I 1 I 1 H I 1 + Ch I I 1 I i CA 1 I I I I I I I I I I I I I I I I i I i by I I I 1 I I I I 51" ` ti ANGLE 100 UP SLOPE POST 59" FOR STABILITY AND TRACE OF GRAVEL �I zo SELF CLEANING NO LEDGE r\\\<<\77/7% awl COMPACTED / NO WATER WATER @ 63" BACKFILL ! MOTT.@28" SILT FENCE NOT TO SCALE - 4" PVC ELBOW (CUT FOR 4" OVERFLOW) 2X2 5/8 16 GA. WIRE MESH % 11/2" / .a m cv 2„ STANDARD D -BOX W/ELBOW NOT TO SCALE PER1� �Fl��'RV CE MAp #1) -� LOT # 13 LOCHDALE ESTATES 10'-6" KNOCKOUT INLET AND OUTLET OPENINGS CAST CONCRETE COVERS - CAPACITIES ------------,----------------------, ---, I I I 11 I I I I (•.} I I I 1 l 1 I I I I I I 1 1 I I i t I I I I I I I i i I I I I I I i t I I I I I 1 I 1 i I I 1 I 1250 GAL I 1 I 1 H I 1 + Ch I I 1 I i CA 1 I I I I I I I I I I I I I I I I i I i by I I I 1 I I I I CAST CONCRETE COVERS - CAPACITIES A B C 1250 GAL 61" 51" ` 48" 1500 GAL 69" 59" 56" 4 x 4 12.6/12.6 GA. WIRE MESH 171/2" 6 x 6 6/6 GA. WIRE MESH INL .4 3 VENT---- `( LIQUID LEVEL 1 I c CONTINUOUS HOT P pq ASPHALT SEAL " SCHED. #40 INT Fl BAEELPI e I --- -.�-------------- a 7 -- CROSS -- j--¢----c- CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE OUTLET OUTLET FILTER U DEVICE EROSION AND SEDIMENT CONTROL PLAN: 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE AND SEPTIC SYSTEM. 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER: MULCHES APPLICATION RATE PER 1000 S.F. STRAW/HAY 70-90 lbs. WOOD CHIPS 185-275 lbs. PLANTING SCHEDULE: SEEDING DATES: APRIL 1------- JUNE 15 AUGUST 1 ------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE NOTES FREE FROM WEEDS AND COARSE MATTER FREE OF COARSE MATTER AIR DRIED, TREAT WITH 12lbs NITROGEN / TON TEST HOLE DATA TEST HOLE OBSERVATIONS PER UNCAS HEALTH DISTRICT SUBDIVISION PLAN - 01/14/91 TP #15 0"-12" TOPSOIL 12"-32" DARK -YELLOWISH -BROWN FINESANDY LOAM 32"-87" OLIVE -GREY LOAMY SAND & GRAVEL SOME STONES, COMPACT NO LEDGE WATER @ 79" MOTT.@32" TP #16 0"-10" TOPSOIL 10"-30" DARK -YELLOWISH -BROWN FINESANDY LOAM 30"-88" OLIVE -GREY LOAMY SAND & GRAVEL SOME STONES, COMPACT NO LEDGE WATER @ 63" MOTT.@39" TP =166 TP #167 TP #168 0"-12" TOPSOIL 0"-12" TOPSOIL 0"-12" TOPSOIL 12"-30" LIGHT BROWN FINE SANDY LOAM 12"-30" LIGHT BROWN FINE SANDY LOAM 12"-33" LIGHT BROWN FINE SANDY LOAM 30"-8811 GREY -BROWN MEDIUM FINE SILTY SAND 30"-90" GREY -BROWN MEDIUM FINE SILTY SAND 33"-82" GREY -BROWN FIRM FINE SILTY SAND TRACE OF GRAVEL TRACE OF GRAVEL NO LEDGE NO LEDGE NO LEDGE WATER @ 50" NO WATER WATER @ 63" MOTT.@30" MOTT.@33" MOTT.@28" PERC RATE DATA PER ADVANCED SURVEYS, LLC - 02/23/02 DEPTH - 28" PRESOAK - 9:30 10:35 - 8" 11:10 - 25 1/4" 10:40 -13" 11:15 - 26" 10:45 -17" 11:20 - 26 3/4" 10:50 -19 1/2" 11:25 - 27 1/4" 10:55 - 213/4" 11:30 - 27 3/4" DRY 11:00 - 23 1/4" 11:05 - 241/4" PERC RATE -1" - 8 MIN, PERCOLATION RATE = 1-10 MIN./INCH RATE 4 BEDROOM RESIDENCE REQUIRES 660 SQ FT OF EFFECTIVE LEACHING AREA EFFECTIVE LEACHING AREA ---225 LF x 3.0 SF/LF = 675 SF USE (3) 75' LONG - 48" WIDE TRENCHES USE A 1,500 GAL. 2 -COMPARTMENT TANK W/OUTLET FILTER DEVICE M.L.S.S. REQUIRED = 28x2.Ox1.2=67.2 M.L.S.S. PROVIDED = 75 PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS: 1. ADDITIONAL TESTHOLES WILL BE REQUIRED BEFORE THE START OF CONSTRUCTION. 2. REMOVE AND STOCKPILE TOPSOIL. 3. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND COMPACTED TO 95% DENSITY. 4. AFTER THE FILL IS PLACED AND COMPACTED A PREC TEST IS TO BE PERFORMED. CONTACT THE UNCAS HEALTH DISTRICT. PHONE: 1-860-823-1189, 5. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. 6. FILL TRENCHES WITH I" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE. 7. PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL. S. REPLACE TOPSOIL, SEED, & MULCH. I . TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS, 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 3. BASE FOR LEVELS: N.G.V.D. 1929. 4. PROPERTY IS LOCATED IIN THE, TOWN OF MONTVILLE ZONING DISTRICT R-40. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES. 6. TOTAL AREA OF PROPERTY - 260,485 S.F.f - (5.98 ACRES 7. PROPERTY IS SHOWN ON ASSESSORS MAP 43, BLOCK 2, LOT 14, 8. PROPOSED HOUSE & SEPTIC SYSTEM ARE SHOWN IN THE SAME LOCATION AS WAS APPROVED ON THE SUBDIVISION PLAN. 9. THE SEPTIC SYSTEM ON THE ABUTTING LOT #15 IS NOT WITH 75' OF THE PROPOSED WELL, REFERENCE MAPS: 1. LOT LAYOUT PHASE III, LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATT, FORSYTH ROAD AND JEFFREY MANOR DRIVE, MONTVILLE, CONNECTICUT, V=100', DEC. 2000, PREPARED BY TOTAL TECHNOLOGY, INC. 2. GRADING AND EROSION CONTOL PLAN LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATT, FORSYTH ROAD AND JEFFREY MANOR DRIVE, MONTVILLE, CONNECTICUT, 1"=40', JAN.1992, REV. 5/20/92, SHEET 10 OF 23, PREPARED BY TOTAL TECHNOLOGY, INC. PROTECT N O 02-016 SEPTIC SYSTEM DESIGN PLAN U��„N B': R.A.D. PREPARED FOR DATE; 2/19/02 SCALE: l"=20' SHEET 10F 1 REVISIONS 302 UNCAS HEALTH COMMENTS 20 10 0 20 GRAPHIC SCALE IN FEET LOT #14 - LOCHDALE DRIVE OAKDALE, CONNECTICUT ADVANCED SURVEYS, LLC. 24 St. Regis Avenue Norwich CT. 06360 Phone & Fax (860) 859-1280