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Home My WebLink AboutPlat PlanLEGEND: FL. FLOOR EL. ELEVATION S.F. SQUARE, FEET TYP. TYPICAL IPIN IRON PIN REC. RECOVERED x398.2 EXISTING SPOTELEVATION x398.5 PROPOSED SPOTELEVATION 400 - - EXISTING CONTOURS 30 - 301/2" PROPOSED CONTOURS PERC RATE: 1 INCH IN 9.2 MIN. BUILDING SMOCK LINE 514 PG. 2J- 7 TEST HOLE 0 4 L` i SST 1 GRAVEL DRIVE WITNESSED BY MIKE KIRBY - UNCAS HEALTH DISTRICT t DATE: N4 '41'23 "W J 22.8,1' 5 - 26 1/4" 40 - 313/4" 10 - 27 1/2" APPROX01K,k.TL7 r LOCATION OF,__Iw_ .y.. 1 SEPTIC AREA ADDITION 14'x26') 60 - 33 7/8" 30 - 301/2" D N-74LNII FAN41LY PERC RATE: 1 INCH IN 9.2 MIN. VO 514 PG. 2J- 7 i / GRAVEL WELL f i IP REC. \ U O PROPO WELL D CONCRETE WALKWAY, NIP ROBERT CHALIFOUX SANDRA L. CHAILFOI THERE ARE NO XISTING WELLS OR SEPTIC SYS'TE WITHIN 75' OF THIS PROPER LINE EXISTING WELL OBE ABANDONED IN ACCORDANC WITH THE CONNECTICUT LIC HEALTH CODE EXISTING S r TO BE REMO D LI HT imo SEPT-, T IN2.00 i WELL Pa OUT 1.73 p A SEE DETAIL) D -.BOXTIEINTOEXIS % f 7 70OUTTLETPIPEY, .60 28L "P ' / 4 INV. OT-rf 4 A 01785 - _.. ;/ ° , LL U'TS OF IP1LF-4/PV DESIGNFILL REC,. S (SD ®35" 35LF OF 30" MANTIS 430-10G / i ' W/TOP DISTRIBUTION PIPE g B (7) Y SECTIONS S ME j i EXISTING GRADE [u) SYSTEM - 402.0 I L'405•6,0 // 2 ° BOTTOM OF' SYSTEM (MODULE)- 399.50 INV. 4" TOP DISTRIBUTION PIPE - 400.50 4 (SEE DETAIL 8c REFER TO MANUFACTURERSDESIGN & INSTALLATION GUIDELINES) S29008'54"E SET 12'* TH*i / ry^. SE OOOF PROPERTY LINE IS EDGE OF LAKE - 4T:k x N59°59'00"W SET 51f OXOBOXO LAKE SOIL TEST DATA SOILS TESTING TAKEN ON APRIL 14, 2011 WITNESSED BY MIKE KIRBY - UNCAS HEALTH DISTRICT TH# 1 - 0"-I1°' - FILL 11 "-24" - TOPSOIL 24"-80" - SAND & GRAVEL WATER @ 75", MOTT. @ 60", NO LEDGE FERC. TEST DRIVE WITNESSED BY MIKE KIRBY - UNCAS HEALTH DISTRICT t DATE: N4 '41'23 "W J 22.8,1' 5 - 26 1/4" 40 - 313/4" 10 - 27 1/2" 45 - 32 1/4" r 50-323/4" PROPOSED ADDITION 14'x26') WELL f i IP REC. \ U O PROPO WELL D CONCRETE WALKWAY, NIP ROBERT CHALIFOUX SANDRA L. CHAILFOI THERE ARE NO XISTING WELLS OR SEPTIC SYS'TE WITHIN 75' OF THIS PROPER LINE EXISTING WELL OBE ABANDONED IN ACCORDANC WITH THE CONNECTICUT LIC HEALTH CODE EXISTING S r TO BE REMO D LI HT imo SEPT-, T IN2.00 i WELL Pa OUT 1.73 p A SEE DETAIL) D -.BOXTIEINTOEXIS % f 7 70OUTTLETPIPEY, .60 28L "P ' / 4 INV. OT-rf 4 A 01785 - _.. ;/ ° , LL U'TS OF IP1LF-4/PV DESIGNFILL REC,. S (SD ®35" 35LF OF 30" MANTIS 430-10G / i ' W/TOP DISTRIBUTION PIPE g B (7) Y SECTIONS S ME j i EXISTING GRADE [u) SYSTEM - 402.0 I L'405•6,0 // 2 ° BOTTOM OF' SYSTEM (MODULE)- 399.50 INV. 4" TOP DISTRIBUTION PIPE - 400.50 4 (SEE DETAIL 8c REFER TO MANUFACTURERSDESIGN & INSTALLATION GUIDELINES) S29008'54"E SET 12'* TH*i / ry^. SE OOOF PROPERTY LINE IS EDGE OF LAKE - 4T:k x N59°59'00"W SET 51f OXOBOXO LAKE SOIL TEST DATA SOILS TESTING TAKEN ON APRIL 14, 2011 WITNESSED BY MIKE KIRBY - UNCAS HEALTH DISTRICT TH# 1 - 0"-I1°' - FILL 11 "-24" - TOPSOIL 24"-80" - SAND & GRAVEL WATER @ 75", MOTT. @ 60", NO LEDGE FERC. TEST 11-018 WITNESSED BY MIKE KIRBY - UNCAS HEALTH DISTRICT PERC#1 DATE: DEPTH - 32" SCALE: TIME 0 - 24 1/4" 35 - 31" 5 - 26 1/4" 40 - 313/4" 10 - 27 1/2" 45 - 32 1/4" 15-283/4" 50-323/4" 20 - 291/4" 55 - 33 3/8" 25 - 30" 60 - 33 7/8" 30 - 301/2" PERC RATE: 1 INCH IN 9.2 MIN. 2X2 5/8 16 GA. WIRE MESH J 11/2"7n1-- j oM p ' ,.. 2" - STANDARD D -BOX NOT TO SCALE USE THREE WIRE HOOPS PUSHED INTO CONNECTION MODULE AND MODULES BEFORE AND AFTER CONNECTION MODULE AS SHOWN ONE 1" DIAMTER HOLE DRILLED AT THE 6:00 POSITION AT EACH CONNECTION MODULE AFTER DRILLING 1" DIAMETR HOLE, INSTALL HOOPS AND COVER WITH SUPPLIED GEOTEXTILE FABRIC. PLACE SAND ON TOP TO SECURE FABRIC IN PLACE CONNECTION MODULE MARKED WITH WHITE STRIPE 12" SUPPORT MODULE 4" DIAMETER INFERNAL DISTRIBUTION PIPE HOLES ARE PRE -DRILLED AT 5:00, 7:00 AND, 12:00 POSITIONS NOTE: REFER TO MANUFACTURERS INSTALLATION AND GUIDELINES MANUAL WHEN PREPARING TRENCH AND CONNECTING UNITS MANTIS 430-10 DISTRIBUTION PIPE CONNECTION 12" INVERT SAND FILLED SLIGHTLY SHORT TO TOP OF 12" SUPPORT MODULE'S PROTECT WITH FABRIC AFTER INSTALLED THEN BACK FILL WITH ADDITIONAL SAND AROUND AND OVER PIPE MLSS DATA 2 BEDROOM RESIDENCE SLOPE -23% PERC RATE - I" IN9.2 MN. RESTRICTIVELAYER - 49" IM 10 x (FF)1.0 x (PF)1.2 =12' MLSS REQUIRED - IT MLSS PROVIDED - 35' 2 BEDROOM HOUSE REQUIRES 375 S.F. OFEFFECTIVE LEACHING AREA USE 3SLF- (7) Y LONG MANTIS 430-10 UNITS 35 x 11.0 - 385 S.F.) USE 1,000GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTERDEVICE FILTER FABRIC ST - COMPACTEDCD ICAC ILL - 1 m ANGLE 100 UP SLOPE FOR STABILITY AND SELF CLEANING zT 4r SILT FENCE No" T{0 SCALE CAST CONCRETE COVERS PLAN CAPACITIES A B I C 1250 GAL. 61" 51" 48" 1500 GAL 69" 59" 56" 4 x 412.&12.6 CIA. WIRE ?ASH 171/2" 6 x 6 6/6 GA. WIRE ?,iESH OUTLET LIQUID LEVEL CONTINUOUS HOT KIMASPHALTSEALDEVICESCHED. 040 i :• CROSS SECTION 1250/ 15+x0 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE PROJECT NO. 11-018 DRAWN BY: R.A.D.. DATE: 4/20/11 SCALE: 1 "=20' SHEET 1 OF 1 REVISION S EROSION AND SEDIMENT CONTROL PLAN: 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TOBE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSEANDSEPTICSYSTEM. 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. S. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE SHALL BE NOTFW WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OFALL 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. STRAWMAY 70.90 lbs. FREE FROM WEEDS AND COARSE MATTER WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER AIR DRIED, TREAT WITH PLANTING SCHEDULE: 12lbs NITROGEN / TON SEEDING DATES: APRIL 1------- JUNE 15 AUGUST 1 ----- SEPTEMBER 15 SEED MIXTURE 45% RED FESCUE 45% KENTUCKYBLUE GRASS 10% PERENNIAL RYE DESIGN NOTES; 1. ALL CONSTRUCTION TO t'ONFORM TO STANDARDS OFTHECONNECTICUT PUBLIC HEALTHCODE TOTHE SATISFACTION OF THETOWN SANATARIAN. 2. THIS SYSTEM HASNOTKEEN DESIGNED FORTHE USE OF LARGE CAPACITY (+100 GALLO$S), DISCHARGE TYPE BATHTUBS, RESIDENTIAL GARBAGE DISPOSALS AO NOT ANTICIPATED FOR THIS DESIGN. IN THE EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED, LEACHING SYSTEM CO$STRUCTION NOTES: 1. TOPSOIL TOBE STRIPPED OFF PRIOR TO FILLING. FILLMATERIALBETWEEN AND BEYOND TRENCHES TO BEPERVfOUS, GOOD QUALITY ANDCLEAN MEDIUM SAND (SELECT FILL) PLACED AND COMPACTED IN6" LIFTS. SELECT FILL SHALL MEETTHE FOLLOWINGMMMUM REQUIREIIENT`S A. THE FILL SHALL NOt CONTAINANY MATERIAL LARGER THAN 3 INCHES, B. THE FILL SHALLNOJ CONTAIN MORE THAN45 PERCENT GRAVEL (GRAVEL IS BETWEENNO.4 & 3" SIEVES) NO MORE THAN , PER= OF THE MATERIAL CAN BE RETAINED ONTHE NO.4SIEVE, C. THE FILLLESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION . SIEVE SIZE; #4 #10 #40 #100 #200 PASSING: 100 70-100 •1050 0.20 0-5 WET SIEVE s' PERCENT PASSING#40 SIEVE CANBE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 St. DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. 2. DOCUMENTATION OF T TRESULTS ARETOBEPROVIDED TO THE HEALTH DISTRICT. 3, FILL MATERIAL TO BE JXED PRIOR TO TRENCHEXCAVATION. NO TRAFFIC OTHERTHAN TRACK -DRIVEN EQUIPWN'TIS TO CROSS, DUMP, UNLOAD OROTHERWISE COMPACT THE FILL AREA AFTER TOPSOIL REMOIAL. FILL MATERIAL TOBE DUMM AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPAC"1*ED WITH TRACK•DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF THE LEACHING AREA. T'HE AREA DOWN GRADIENT OF THE LEACHING AREA ISNOT TOBE DISTURBED. SEPTIC SYSTEM CONS UCTION NOTES: I CONSTRUCTION SEQUENC, i. A. STRIP & STOCKPILEIDPSOIL FROM LEACHINGAREA. B. EXCAVATE 42" WIOE TRENCHES AND PREPARE SURFACE. C. PLACE MANTIS UMTS IN TRENCH. REFER TO MANUFACTURERS DESIGN AND INSTALLATION GUIDELINES FOR INSTALLATION, D. LOAM, FINE GRADE 7hO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS WITH EROSION COOLSUNTILFIRSTMOWING. 2, THE PIPE BETWEEN HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE IRON ORE TRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL. 3. ALL DISTRIBUTION ]PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED. 4. SEPTIC TANK SHAL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN STONE ON COMPACTED SUBGRADE. i 5. THERE ARE NO APP WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND SEPTIC SYSTEM AS HOWN ON THIS PLAN. 6. THE BOTTOM OF TH 3 LEACHING GALLERIES SHALL BE SET A MAXIMUM OF 30" INTO EXISTING E. 7. THE LOCATION ANIC ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSI D LAND SURVEYOR. 20 10 0 20 GRAPHIC SCALE IN PEES' NOTES: 1. TOPOGRAPBIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED INTHE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 3. BASE FOR L VELS: APPROXIMATE N.G.V.D. 1929. 4. THERE ARE 0 WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED 0 ABUTTING PROPERTIES. 5. TOTAL ARE OF PROPERTY -10,528 S.F. (0.24 ACRES t). 6. THE PROPS IS LOCATED IN ZONING DISTRICT R-80, PLOT PLAN PREPARED FOR ROBERT & SANDRA CHALIFOUX 89 LAKE DRIVE MONTVILLE, CONNECTICUT M VANCED SURVEYS LLC. N apple Lane, Colchester CT. 06415 w E Ie & Fax (860) 267-5979 S