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Home My WebLink AboutPlot PlanE2 I TEST HOLE DATA PER UNCAS HEALTH DISTRICT AUGUST 4, 2004 TH#9 - 0"-4" TOPSOIL - 4"-32" BROWN SANDY LOAM - 32"-76" GREY MED. COMP. SANDY TILL NO WATER, MOTTLING, NO LEDGE TH#I 0 - 0"-8" TOPSOIL - 8"-26" BROWN SANDY LOAM - 26"-83" GREY MED, COMP. SANDY TILL NO WATER, MOTTLING, LEDGE@83?f TH#II - 0"-12" TOPSOIL - 12"-33" BROWN SANDY LOAM - 33'1-72" GREY MED. COMP. SANDY TILL NO WATER, MOTTLING, LEDGE@72VT TH#12 - 0"-9" TOPSOIL - 9"-34" BROWN SANDY LOAM - 34"-68" GREY MED. COMP. SANDY TILL NOATATER, MOTTLING, NO LEDGE I 0 30LF-4"PVC! _CHMARK BEN 4�' 0� C5 TOP OF IPIN TH#9," A� 6LF-4"PVC A, ASTM D1785 ELEV,,"407.00 SDR35 A� 3 0 1 W'Zt A T T R, 7%4 A TKITA'��T A rnWTTTXTT TnT TQ CNI MLSS DATA 11 4 BEDROOM HOUSE REQUIRES 660 S.F. OF EFFECTIVE LEACHING AREA USE (3) - 75' LONG 48", WIDE STONE TRENCHES 75 x 3 x 3 = 675 S.F.) USE 1,250 GAL 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE 4 CL&P I'll N/F JOSH -UA A. & ROBIM M. ZUCKER�AAV LEGEND: F,F, FIRST FLOOR EL, ELEVATION S.F. SQUARE, FEET TYP. TYPICAL IPIN IRON PIN MON MONUMENT DH DRILL HOLE x122.5 EXISTING SPOT ELEVATION x127.2 PROPOSED SPOT ELEVATION 120 EXISTING CONTOURS 120 m PROPOSED CONTOURS BUILDING SETBACK LINE TEST HOLE COWACTED BACKFILL--" CONNECTICUT APPROVED-----_ FILTER FABRIC 4" PERFORATED PIPE STONE AGGREGATE (SEE NOTES) ANGLE 10" UP SLOPE FOR STABILITY AND SELF CLEANING ami SILT FENCE NOT TO SCALE TOPSOIL SUITABLE FILL m TRENCH CROSS SECTION NOT TO SCALE a 1 3 1 r-IVL 11N V z m 13 C - 113.75 MIN. OUTLET AT HOUSE 20 - 111.50 INLET @ TANK (3) - 111.25 OUTLET @ TANK (4) - 1110.50 INLET & TRENCH INVERT (BOTTOM TRENCH EL, -110.00) EXIST. GRADE- 112.0 1 V Hl -LEVEL OVER -FLOW - TOP OF ELBOW EL.- I 10.80 IPIN - R8.50 INLET& TRENCH INVERT (BOTTOM TRENCH EL. -108.00) EXIST. GRADE- 110.0 REC. H[ -LEVEL OVERFLOW - TOP OF ELBOW EL. -108.80 - 107.00 INLET & TRENCH INVERT (BOTTOM TRENCH EL. -106.5) EXIST. GRADE - 108.5 4" PVC ELBOW (CUT FOR 4" OVERFLOW) 2X2 5/8 16 GA. WIRE MESH 1 1/2" 1 17n -1 et 00 eq 2" I l0f-6" KNOCKOUT INLET AND OUTLET OPENINGS CAST CONCRETE COVERS /- 4 x 4 12.6/12.6 GA. WIRE MESH 17 1/2" f- 6 x 6 6/6 GA. WIRE MESH LIQUID LEVEL--- lr� CONTINUOUS HOT " ASP SEAL 4" SCHED. 440 TNTPTRAPP CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE OUTLET 7 OUTLET IFILTER DEVICE 7_ 0 - TO N Al -BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT ASN U -AP IS NOT VALID WITHOUT A LIVE SIGNATURE OF T URVEYOR HEREON. FID EX A Nt D 6 A RIC14ARD iItWVR�PS L.S. 470019 DATE PROJECT NO. 05-086 DRAWN BY: R.A.D. DATE: 9/20/05 SCALE: lft=W 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 THATTHE 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. STRAWMAY 70-90 lbs. WOOD CHIPS 185-275 lbs. PLANTING SCHEDULE: SEEDING DATES: APRIL I ------- JUNE 15 AUGUST I ------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE DESIGN NOTES: I ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN, 2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE, CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE EVENT THAT SUCH AN INSTALLATION IS CONTEWLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED. LEACHING SYSTEM CONSTRUCTION NOTES: l: TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUMS (SELECT FILL) PLACED AND COMPACTED IN 6" LIFTS, SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES. B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & 3" SIEVES) NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO, 4 SIEVE C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOATNG GRADATION CRITERIA: SIEVE SIZE: 44 #10 #40 #100 #200 % PASSING: 100 70-100 **10-50 0-20 0-5 WIFT SIEVE % PASSING: 100 70-100 10-75 0-5 0-2.5 DRQ' SIEVE PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. 2. DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT. 3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OF THE LEACHING AREA. THE AREA DOWN GRADIENT OF THE LEACHING AREA ITS NOT TO BE DISTURBED. SEPTIC SYSTEM CONSTRUCTION NOTES: I CONSTRUCTION SEQUENCE: A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH A. B. PLACE SELECT FILL TO 6" BELOW EXISTING GRADE. C. CONSTRUCT LEACHING TRENCHES TO DESIGN LINE & GRADE, D, LOAM, FINE GRADE TO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS WITH EROSION CONTROLS UNTIL FIRST MOWING, 2. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL. I ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED. 4. SEPTIC TANK SHALL BE SET LEVEL ON A MINDVIUM OF 6" OF PROCESSED GRAVEL OR BROKEN STONE ON COMPACTED SUBGRADE. 5. THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN, 75' OF THE PROPOSED WELL AND SEPTIC SYSTEM AS SHOWN ON THIS PLAN. 6. APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.0 1.0 1 FOR NO. 4 STONE: SIEVE SIZE PERCENT PASSING (BY WEIGHT) 2 -INCH 100 1 -1/2 -INCH 90-100 I - INCH 20-55 3/4 -INCH 0-10 3/8 -INCH 0-5 7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. NOTES: 1. 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: PER REFERENCE MAP. 4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT R-80. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES. 6. TOTAL AREA OF PROPERTY - (I.84 ACRES T A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM ATT TIME OF CONSTRUCTION. 8. IF BLASTING IS NECESSARY A PRE -BLAST SURVEY SHALL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION, REFERENCE MAP: SUBDIVISION PLAN PREPARED FOR JAMES McCLOY, 376 RITE UG ROAD, MONTVILLE, CONNECTICUT, SCALE: I "=40', DATED 12/14/05, REVISED TO 6/1/05, PREPARED BY CME ASSOCIATES, INC. SEPTIC SYSTEM DESIGN PLAN PREPARED FOR KITEMALTG ROAD MONTVILLE, CONNECTICUT LOT #26/005-004 ADVANCED SURVELS LLC. W 20 10 0 20 24 St. Regis Avenue Norwich CT. 06360 ...... I ........ W Phone & Fax (860) 859-1280 GRAPHIC SCALE IN FEET S