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Home My WebLink AboutSite PlanPIN TE EXISTING UTILITY EASEMENT PER REFERENCE MAP) z 0. TE LOT #6 dol MO cP BENCHMARK TOP OF Ii TE ANTzpr- EL.=81.70 PROPOS D U/0 UTILIT#S d&' BENCHMARK jf6POF IPIN EL. -99.05 4\ INSTALL & MAINTAIN A"'CONTINUOUS N LINE bF\ SILT FENCE (SEE 6i AIL) CB OOTINQ TH#15REC. 0rT!LP.T V CB TEST ' HO - LE __ DAT - A PER UNCAS HEALTH DISTRICT FIRST FLOOR AUGUST 4, 2004 ELEVATION I .0"-10" TOPSOIL TH#13 0"-3" TOPSOIL 10"-32" BROWN SANDY LOAM 3"-43" BROWN SANDY LOAM 32!-80" CGREY MED. COMP. SANDY TILL 431'-82" GREY MED. COMP. SANDY TILL NO WATER, NO MOTTLING, NO LEDGE WATER@4311,140 MOTTLING, NO LEDGE 3 - 011411 TOPSOIL TH#14 0"-3" TOPSOIL 9"-52'" BROWN SANDY LOAM 3"-38" BROWN SANDY LOAM 52"-80" GREY MED. COMP. SANDY TILL 38"-77" GREY MED, COMP, SANDY TILL NO WATER, NO MOTTLING, NO LEDGE WATER 38, T40 MOTTLING, NO LEDGE 4 - 0"-11" TOPSOIL TH#15 0"4" TOPSOIL I 1"-38" BROWN SANDY LOAM m 4"-41" BROWN SANDY LOAM 38!'-73" GREY MED. COMP, SANDY TILL 4111-86" GREY MED. COMP. SANDY TILL NO WATER, MOTTLING, LEDGE@72tf WATER S2", MOTTLING, NO LEDGE PER UNCAS HEALTH DISTRICT AUGUST 29, 2007 tIA" 0"-3" TOPSOIL TH 111311 0tl-210 TOPSOIL 3"-41" BROWN LOAMY SAND 2"42" BROWN LOAMY SAND 41 "-80" GREY SANDY TILL 42"-86" GREY SANDY TILL NO WATER, MOTTLING@4111, NO LEDGE NO WATER, MOTTLING@42", NO LEDGE N\VAX\'&- 'rrlo 3N 9111LF PVC TH' LOT #026/005.002 /qp 32LF\-4t1PVC D -BOX,\, TVP. ASTM\D1785\ \ ' ' \ . \ \ 1,250GAL,/ICOMP. TH 1131` EPTIC TANK RISERS E DETAIL)S9. IN, TH U IPR4 ktc. gz 4d q 0 Nil dol t? PROPOSED WELL \ , t \ LIMITS OF CLEARING IPIN f2 96) W3912 IPIN RECI FILTER FABRIC-, LEGEND,:- F,F. FIRST FLOOR EL. ELEVATION S.F. SQUARE FEET TYP. TYPICAL IPIN IRON PIN MON MONUMENT D14 DRILL HOLE x122.5 EXISTING SPOT ELEVATION x127.2 PROPOSED SPOT ELEVATION 120 EXISTING CONTOURS 120 PROPOSED CONTOURS BUILDING SETBACKLINE TEST HOLE xootott IIII IIIjIj1dill" of coirN46 6co CC s tjD EL F1 THI MAP IS SUBSTANTIALLY CORRECT I NOT ALID WITHOUT A LIVE SIGNATURE T S . VEYOR HEREON. RICHAR6 A. DESCHAMPS, L,S. #70010 DATE POST COMPACTED// BACKFILL LOT #026/005-000 ANGLE 100 UP SLOPE FOR STABILITY AND SELF CLEANING SILT-FIENCE NOT TO SCALE TOPSOIL CONNECTICUT APPROVED------,, SUITABLE FILLFILTERFABRIC 4" PERFORATE) PIPE STONE AGGREGATE SEE NOTES) TRENCH CROSS SECTION 4" PVCELBOW CUT FOR41' OVERFLOW) WITH OUTLET FILTER DEVICE' 2X2 518 16 GA. WIRE E MESH F1 1/2" 7n T STANDARD D-HOX W/ELBOW NOT TO SCALE SEPTIC SYSTEM INVERTS MLSS DATA 4BEDROOM HOUSE SLOPE -15% PERC RATE -10 MINANCH RESTRICTIVE LAYER - 38" N41-S.S. REQUIRED -18 x 1.75 x 1,0::t 31.5' WLS.S. PROVIDED - 65' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. Of EFFECTIVE LEACHING AREA USE (3).65'LONG 48" WIDE STONETRENCHES 63 x 3 x 3 - 585 SZ) USE 1,250 (JAL, 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTERDEVICE T - 95.00 OUTLET AT HOUSE 89.60 INLET @ TANS. I - 89.35 OUTLET @ TANK 88.85 INLET & TRENCH INVERT (BOTTOM TRENCH EL. -88,35) EXIST. GRAM - 89.8 HI -LEVEL OVERFLOW - TOP OF ELBOW EL. -89.05 87.35 INLET & TRENCH INVERT (BOTTOM TRENC14 9L.-86.85) EXIST. GRADE- 88.3 HI -LEVEL OVERFLOW - TOP OF ELBOW EL. -87,65 85.85 INLET & TRENCH INVERT (BOTTOM TRENCH EL. 85.35 EXIST. GRADE 87.0 PE ' RC - TES - T DATA ' TA PER SUBDIVISION PLAN - EROSION AND SEDIMENT CONTROL PLAN; 1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TIME TO BE LIMITED TO AREAS ADJACENT TO THE PPOPOSED HOUSE AND SEPTIC SYSTEM. 0 - 4.5" 35-14 2, DISTURBED AREAS TO BE LOADED, SEEDED, AND MULCHED. 5 - 8ff 40 -14,5" 3, ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED 10 -10,75"' 45 -13" WITH HAYBALES OR SILT FENCE, 15. 1135"1 50 -15.5" 4, ALL CUT AND FILL SLOPES ARE NOT TO EXCEEl) 3:1 SLOPES. 20 - 11511 55 -16" 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE tf TOWN Of MONTVILLE SHALL BE NOTIFIED25-13 60-16.5 WHEN SEDIMENT 30 - 13.5" CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. FERC RATE - 10 MINUTES PER INCH 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 NOTES PER 1000 S.F. STRAW/HAY 10-90 lbs. FREEFROM LEEDS TTERANDCOA WOOD CHIPS 185.275 14 FREE Of COARSE MATTER AIR DRIED, TREAT WITH PLANTING SCHEDULE: 121bs NITROGEN /ToN SEEDING DATES: APRIL 1 ....... JUNE IS AUGUST I SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE DESIGN NOTES: I ALL CONSTRUCTION TOCONFORM TO STANDARDS OFTHECONNECTICUT PUBLIC HEALTH CODE AND TOTHE SATISFACTION OF THE TOWN SANATARIAN, 2. THIS SYSTEM HAS NOTBEEN DESIGNED FORTHE USE OF LARGE CAPACITY (+100 GALLONS), DISCHARGE TYPE BAWMS. RESIDENTIAL GARBAGEDISPOSALS ARENOT ANTICIPATED FOR THISDESIGN. IN THE EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATEDFORTHE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED, LEACHING SYSTEM CONSTRUCTION NOUS: 1, TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY ANDCLEAN MEDIUM SAND. (SELECT FILL) PLACED AND COMPACTED IN 6" LIFTS. SELECT FILL SHALLMEET THE FOLLOWING MINIMUM REQUIRE, MNTSiE A, THEFILL SHALLNOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES. R THE FILL SHALLNOT CONTAIN MORE THAN45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & 3" SIEVES) NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ONTHE NO. 4 SIEVE C, THE FILL LESSTHEGRAVEL SHALL MEET THE FOLLOWINGGRADATION CRITERIA: SIEVE SIZE: #4 #10 #40 #100 4200 PASSING: loo 70.100 *i 10.5Q 040 0-5 LrSIEVE PASSING: 100 70100 10-75 0-5 01-23 DRY SIEVE PERCENT PASSING THE #40, SIEVECANBEINCREASED TONO GREATERTHAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 101/o ANDTHE #200 SIEVEDOES NOT EXCEED 5%. 2. DOCUMENTATION OF TEST RESULTS ARE TO BEPROVIDED TOTHE HEALTH DISTRICT. 3. FILLMATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER TW. TRACK -DRIVEN EQUIPMENT ISTOCROSS, DUMP, UNLOAD OROTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED ATTHE, EDGE OFTHE STRUTEDAREA AND SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE MRAMENT OF THELEACHING AREA. THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED. SEPTIC SYSTEM CONSTRUCTION NOTES: qN1. CONSTRUCTION Sirqg: Ai STRIP 4 STOCKPILETOPSOIL FROM LEACHING TRENCHAREA. B. PLACE SELECT FILLTO FRELOW EV5TINGGRADE. C. CONSTRUCT LEACHING TRENCHES TO DESIGN LINE & GRADE, Di LOAM, FINE GRADE TOFINISHED GRADE AND SEED, PROTECT DISTURBED AREAS WITH EROSION CONTROLS UNTIL FIRST MOWING, 2. THE PIPE 13ETWEEN THE HOUSE AND SEPTIC TANK S14ALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1783 SClib 40 OR APPROVED EQUAL. 3.1 ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4tIPVC) OR APPROVED EQUAL UNLESS NOTED. 4. SEPTIC TANK SHALL BE SET LEVEL ON A MT ffMUM OF 6" OF PROCESSED GRAVEL ORBROKEN STONE ON COMPACTED SUBGRADE. 5, THERE ARE NOAPPARENT WELLS Olt SEPTIC FIELDS WITHIN 75' OI~ THE PROPOSED WELL AND SEPTIC SYSTEM AS SHOWN ON THIS PLAN. 6, APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BRO-XEN STONE, CPLUS1 ' 4ED STONE, OR SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO. 4 STONE: SIEVE SIZE PERCENT PASSING (BY WEI 2 -INCH 100 1-1/2-INC14 90-100 1 -INCH 20.5$ 3/4 -INCH 0-10 3/8 -INCH 0-5 40 0-3 200 0-1.5 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 - (1.84 ACRES 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION, S. IF BLASTING IS NECESSARY AE_SIPRE -BLAST SURVEY SHALL BE REQUIRED PRIOR TO THE START OF CONSTRUCTION, REFERENCE MAP: SUBDIVISION PLAN PREPARED FOR JAMES McCLOY, 376 KITENIAUG ROAD, MONTVILLE, CONNECTICUT, SCALE: V=400, DATED 12/14/05, REVISED TO 611105, PREPARED BY CME ASSOCIATES, INC. GRAPHIC SCALE IN FEET