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Home My WebLink AboutSite PlanPERC. TEST 4„ -V KNOCKOUT INLET,AND OUTLET OPENINGS SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN EROSION AND SEDIMENT CONTROL PLAN: RECORDED BY 1. CLEARING, GRUBBING, AND GRADI14G OF THE PROPOSED SITECLAENGINEERSON10/8/03 TO BE LIMITED TO AREASADJACENT TO THE PROPOSED HOUSE HOLE DEPTH 32" AND SEPTIC SYSTEM. PRESOAK: 12:00 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. TIME DROP 3. ALL TOPSOIL TO BE STOCKPILED ONSITE AND PROTECTED 1:20 -1-23 1/4" WITH HAYBALES OR SILT FENCE. 1:23.1:26 1/2" 4. ALL CUTAND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES, 1:26 -1:29 1/4" 5. PRIORTO SITE DISTURBANCE, THE IMPRESENTATIVE OF THE 1:29 -1:32 1/4" TOWN OF MONTVILLE SHALL BENOTIFIEDWHEN SEDIMENT 1:32 -1:35 1/41t CONTROL MEASURES ARE IN PLACE: SO THAT THE INSPECTION 1:35 -1:38 1/4" CAN OCCUR. 1:38 -1:41 1/4" 6. THE CONTRACTOR WILL BE RESPOPISIBLE FOR THE INSTALLATION 1:41-1:44 1/8" AND MAINTENANCE OF ALLAEQUEZED SEDIMENT CONTROL 1:44. 1:47 1/4" MEASURES THROUGHOUT CONSTRIUCTION. 1:47 -1:50 1/8" 7. DUSTCONTROL WILLBE ACCOMPLISHED BY SPRAYING WITH 1:50 -1:53 1/4" WATER, AND IF NECESSARYTHE APPLICATION OF CALCIUM CHLORIDE. RATE -13.3 MINAN. TEMPORARY VEGETATIVE COVER: USE 10 TO 20 MINANCH MULCHES APPLICATION RATE NOTES PER 1000 S.F. MLSS DATA 3/8 -INCH 0-5 3 BEDROOM RESIDENCE STRAWMAY 70-90 lbs. FREE FROM WEEDS SLOPE - 9.2°k AND COARSE MATTER PERC RATE - I" IN 13.3 MIN. RESTRICTIVE LAYER - 25" WOOD CHIPS 185-275 b. FREE OF COARSE MATTER HF) 28 x (FF) 13 x (PF)1.5 = 63' AIR DRIED, TREAT WITH MLSS REQUIRED - 63' PLANTING SCHEDULE: 121bs NITROGEN./ TON MLSS PROVIDED - 96' SEEDING DATES: 3 BEDROOM HOUSE REQUIRES 675 S.F. APRIL 1------- JUNE 15OFEFFECTIVELEACHINGAREAAUGUST1------ SEPTEMBER 15USE120LF. (15)12"x48" CONCRETE GALLERIES SEED MIXTURE:. 120 x 5.4 = 708 S.F.) 45% RED FESCUEUSE1,250 GAL, 2 COMPAR'T'MENT SEPTIC TANK 45% KENTUCKY BLUE GRASSW/ OUTLET FILTER DEVICE 10% PERENNIAL RYE i DESIGN NOTES: 1. ALL CONSTRUCTION TOCONFORMTO STANDARDS OFTHECONNECTICUT PUBLIC HEALTH CODEAND TO THESATISFACTION OF THE TOWN SANATARIAN. 2. THIS SYSTEM HAS NOTBEENDESIGNED FORTHEUSE OFLARGE 1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING CAPACITY (+100 GALLONS), DISCHARGETYPEBATHTUBS. RESIDENTIAL GARBAGE DISPOSALS ARE NOT ANTICIPATED FORTHIS DESIGN. IN THE MENT EVENT THAT SUCH ANINSTALLATIONIS CONTEMPLATED FORTHE 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAIiCED IN THE FIELD BY PROPOSED HOUSE, A LARGER SEPTIC TANKAND INCREASEDLEACHING FIELD CAPACITY WILL BEREQUIRED. LEACHING SYSTEM CONSTRUCTION NOTES: 1. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIALBEMfN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITYAND CLEAN MEDIUM SAND (SELECTFILL) PLACED 4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT RA -40. AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWINGSMINIMUM REQUIREMENTS: A. THEFILLSHALLNOT CONTAIN ANY MATERIALLARGERTHAN 3INCHES. B. THE FILLSHALLNOTCONTAIN MORE THAN45 PERCENT (TRAVEL (GRAVELIS BETWEEN NO.4 3" SIEVES) LOCATED ON ABUTTING PROPERTIES, NO MORETHAN 45 PERCENT OF THEMATERIAL CANBERETAINED ON THENO, 4 SIEVE. C. THEFILLLESS THEGRAVEL SHALL MEETTHEFOLLOWING GRADATIONCRITERIA: SIEVESIZE: #4 #10 #40 #100 #200 _ 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & PASSING: 100 70.100 *10.50 0.20 0.5 WETSIEVE PASSING: 100 70-100 10.75 0-5 0.2.5 DRYSIEVE PERCENT PASSING THE #40 SIEVE CANBEINCREASED TONO GREATER, THAN75% IFTHIS PERCENT 8, THE PROPERTY IS SHOWN ON ASSESSORS MAP 17 - LOT 4 -OAT. PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5Y°. 2. DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THEHEALTH DISTRICT. 3. FILL MATERIAL TO BE PLACEDPRIORTO TRENCH EXCAVATION, NO TRAFFIC OTHERTHAN RESUBDIVISION PLAN - PROPERTY OF HELENA PEREZ, 98 MOXLEY ROAD, TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISECOMPACT THE FILL AREA AFTER TOPSOIL REMOVAL. FILLMATERIALTOBE DUMPED AT THE EDGE OF THE STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TOTAKE PLACE UPGRADIENT OF TO 4/19/04, PREPARED BY CLA ENGINEERS, INC. THE LEACHINGAREA. THE AREA DOWN GRADIENT OF THELEACHING AEEAIS NOTTO BE DISTURBED. SEPTIC SYSTEM CONSTRUCTION NOTES: 1. ` n CONSTRUCTION SUQUENCE: A. STRIP do STOCKPILETOPSOIL FROM LEACHINGAREA. B. PLACE SELECTFILL TO WITHIN 6" OF FINISH GRADE, C EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE D. PLACE GALLEY UNITS IN TRENCH AND FILL WITH STONE AS SHOWN. E. PLACE A 6' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM AND .BACKFILL WITH NATIVE MATERIAL. F. 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. 3. ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED. 4„ -V KNOCKOUT INLET,AND OUTLET OPENINGS SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN ERS STONE ON COMPACTED SUBGRADE. 5. THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND P N P51 8 D. PLACE GALLEY UNITS IN TRENCH AND FILL WITH STONE AS SHOWN. E. PLACE A 6' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM AND .BACKFILL WITH NATIVE MATERIAL. F. 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. 3. ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED. A N ADVANCED SURVEYS, LLC. 30 1:. 0 30 162 River Road, Preston CI,. 06865 W E Phone & Fax (860) 859-1280 GKOHIC SCALE IN FEET S 4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN ERS 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. P51 8 6. APPROVED STONE AGGREGATE FOR LEACHING GALLERIES SHALL BROKEN STONE, CRUSHED a" 59" 56" STONE, OR. SCREENED GRAVEL MEETING CT DOT FORM 816 SPECIFICATION FOR M.01.01 FOR NO.4 STONEAND GRADATION AS SHOWN: SIEVE SIZE PERCENT PASSING (BY WEIGHT) 2.6 GA. WIRE MESH 2 -INCH 100 6 CIA. WIRE MESH 1 -1/2 -INCH 90-100 I -INCH 20 -55 3/4 -INCH 0-15 OUTLET 3/8 -INCH 0-5 40 0-3 200 0-1.5 V I . U OUTLETFILTER VICDEVICE 7. THE BOTTOM OF THE LEACHING GALLERIES SHALL BE SET A MAXIMUM OF a S. 7" INTO EXISTING GRADE. THE LOCATION AND ELEVATION OF THE PROPOSEDSEPT11C SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. rioN NOTES: 1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING LLON STANDARDS. MENT 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAIiCED IN THE FIELD BY CNK A LAND SURVEYOR LICENSED IN THE STATE OF +CONNECTICUT. kLE 3. BASE FOR LEVELS: PER REFERENCE MAP. 4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT RA -40. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THIS PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES, 6. TOTAL AREA OF PROPERTY - 230,220 S.F.i (5.285ACRES 1). 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION. 8, THE PROPERTY IS SHOWN ON ASSESSORS MAP 17 - LOT 4 -OAT. REFERENCE MAP: RESUBDIVISION PLAN - PROPERTY OF HELENA PEREZ, 98 MOXLEY ROAD, MONTVILLE, CONNECTICUT, SCALE: I "=50', DATE: JAN, 2004, REVISED TO 4/19/04, PREPARED BY CLA ENGINEERS, INC. PROJECT' N0. 07-011 SEPTIC SYSTEM DESIGN PLAN PREPARE!) FORDRAWN `BY: R.A,D. DATE: 1/22/07 SCALD: 1"=30' RUBEN .'PEREZ J9 SHEET I OF 1 REVISIONS lag MOXLEY ROAD MONTVILLE, CONNECTICUT A N ADVANCED SURVEYS, LLC. 30 1:. 0 30 162 River Road, Preston CI,. 06865 W E Phone & Fax (860) 859-1280 GKOHIC SCALE IN FEET S