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Home My WebLink AboutSite PlanN N, SOIL TEST DATA (PER MAP REFERENCE) TH#3 0"-8" - TOPSOIL 81'-28" - SUBSOIL 28"-96" - COURSE SANDY TILL MOTTLES@28", WATER@44", NO LEDGE TH#4 0"-8" - TOPSOIL 8"-32" - SUBSOIL 32"-92" - COURSE SANDY TILL MOTTLES@32", WATER@37, NO LEDGE PERC RATE (PER MAP REFERENCE) V IN 7 MINUTES 2X2 5/8 16 GA. WIRE MESH 7 F1 1/2" n A:.k-' '0 :2 FIT STANDARD D -BOX NOT TO SCALE MLSS & DESIGN DATA 4 BEDROOM RESIDENCE SLOPE - 10% PERC RATE - 1" IN 7.0 MIN. RESTRICTIVE LAYER - 128" (HF) 26 x (FF) 2.0 x (PF) 12 = 62.4' MLSS REQUIRED - 614' MLSS PROVIDED - 68' 4 BEDROOM HOUSE REQUIRES 660 S.F. OF EFFECTIVE LEACHING AREA USE 68 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (68 x 10.0 = 680 S.F.) USE 1,250 GAL, 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 61 " 51 " 48' 1500 GAL 691' 59" 56" I V - KNOCKOUT INLET AND OUTLET OPENINGS 4 x 4 12.6/12.6 GA. WIRE MESH TT TTT D 17 1/2" 6 x 6 6/6 GA. WIRE MESH Hi L -i2 JL L CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 61 " 51 " 48' 1500 GAL 691' 59" 56" SILT FENCE NOT TO SCALE ASTM C-33 SAND SPECIFICATIONS: SIEVE SIZE PERCENT PASSING 0.375" 100 #4 95-100 #8 80-100 #16 50-85 #30 25-60 #50 5-30 #100 <10 #200 <5 ASTM C-33 SAND CT DOT #6 STONE - DISTRIBUTION PIPE LEGEND: F.F. EL. S.F. TYP. IPIN REC. x328.2 x3_28.15 326 FIRST FLOOR ELEVATION SQUARE FEET TYPICAL IRON PIN RECOVERED EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOURS PROPOSED CONTOURS BUILDING SETBACK LINE TEST HOLE L41,3 1 li I ENGINEER DATE A FINISH GRADE TO DIRECT RUNOFF AWAY FROM SYSTEM 6" MIN. COVER FILTER FABRIC OVER \- CT DOT 46 STO,'E ASTM C-33 SAND CROSS SECTION A -A 60 MIN. ML H = 6" (GST 6206) 12" (GST 6212) 18" (GST 6218) 24" (GST 6224) 30" (GST 6230) 36" (GST 6236) \- CT DOT #6 STONE ASTM C-33 SAND GEOMATRIX GST LEACHING SYSTEM, C IV, TO BELIEF, MAP IS SUBSTANTIALLY CORRECT NdTED N., H A? IS OT VAI WITHOUT A LIVE SIGNATURE V Agg Tftf� D AL TH7EUIV�EYOR HEREON. 4A, R Ad �3 DESCHAMPS L.S. 470019 DATE PROJECT NO. 17-026 DRAWN BY: R.A.D. DATE: 3/30/17 SCALE: 1qt=20' SHEET 1 OF 1 REVISIONS EROSION AND SEDIMENT CONTROL PLAN: 1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE DRIVEWAY 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 NOTES PER 1000 S.F. STRAW/HAY 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 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 CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED. LEACHING SYSTEM CONSTRUCTION NOTES: I. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (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 FOLLOWING GRADATION CRITERIA: SIEVE SIZE: #4 #10 #40 #100 #200 % PASSING: 100 70-100 **10-50 0-20 0-5 WET SIEVE % PASSING: 100 70-100 10-75 0-5 0-2.5 DRY 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 IS NOT TO BE DISTURBED. SEPTIC SYSTEM CONSTRUCTION NOTES: I CONSTRUCTION SEQVEW A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA. B. PLACE SELECT FILL IF REQUIRED. C. CONSTRUCT LEACHING TRENCH 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 D1.785 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 SHALL BE SET LEVEL ON A MINIMUM 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.01.01 FOR NO. 4 STONE: 7. 8. 20 10 0 20 MENNEN[___ mmi GRAPHIC SCALE IN FEET SIEVE SIZE PERCENT PASSING (BY WEIGHT) 2 -INCH 100 1 -1/2 -INCH 90-100 1 -INCH 20-55 3/4 -INCH 0-10 3/8 -INCH 0-5 THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 10" INTO EXISTING GRADE. 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-40. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES. 6. TOTAL AREA OF PROPERTY - 54,611 S.F.± (1.25 ACRES 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION. REFERENCE MAP: SUBDIVISION PLAN - PEPPLE CREEK - PREPARED FOR BARBARA L. PIENIADZ, RAYMOND HILL ROAD & VELGOUSE ROAD, MONTVILLE, CONNECTICUT, SCALE: 1""=40', JANUARY 3,1989, REV. TO 8/17/89, BY CHANDLER, PALMER & KING. SEPTIC SYSTEM DESIGN PLAN PREPARED FOR #753 RAYMOND HILL ROAD MONTVILLE, CONNECTICUT ADVANCED SURVEYS, LLC. N 25 Apple Lane, Colchester CT. 06413 W E Phone & Fax (860) 267-5979 S m 4 x 4 12.6/12.6 GA. WIRE MESH 17 1/2" 6 x 6 6/6 GA. WIRE MESH INLE 3" VENT -•--""OUTLET L LIQUID LEVEL�--�� LIQUID CONTINUOUS HOT OUTLET IMEASPHALT SEAL FILTER DEVICE SCHED. #40 T\TIZT P A P PT -P. P-7 - CROSS -_ SECTION FILTER FABRIC 125011500 GALLON ANGLE 100 UP SLOPE___2 COMPARTMENT POST FOR STABILITY AND SELF CLEANING SEPTIC TANK NOT TO SCALE COMPACTED BACKFILLT- SILT FENCE NOT TO SCALE ASTM C-33 SAND SPECIFICATIONS: SIEVE SIZE PERCENT PASSING 0.375" 100 #4 95-100 #8 80-100 #16 50-85 #30 25-60 #50 5-30 #100 <10 #200 <5 ASTM C-33 SAND CT DOT #6 STONE - DISTRIBUTION PIPE LEGEND: F.F. EL. S.F. TYP. IPIN REC. x328.2 x3_28.15 326 FIRST FLOOR ELEVATION SQUARE FEET TYPICAL IRON PIN RECOVERED EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOURS PROPOSED CONTOURS BUILDING SETBACK LINE TEST HOLE L41,3 1 li I ENGINEER DATE A FINISH GRADE TO DIRECT RUNOFF AWAY FROM SYSTEM 6" MIN. COVER FILTER FABRIC OVER \- CT DOT 46 STO,'E ASTM C-33 SAND CROSS SECTION A -A 60 MIN. ML H = 6" (GST 6206) 12" (GST 6212) 18" (GST 6218) 24" (GST 6224) 30" (GST 6230) 36" (GST 6236) \- CT DOT #6 STONE ASTM C-33 SAND GEOMATRIX GST LEACHING SYSTEM, C IV, TO BELIEF, MAP IS SUBSTANTIALLY CORRECT NdTED N., H A? IS OT VAI WITHOUT A LIVE SIGNATURE V Agg Tftf� D AL TH7EUIV�EYOR HEREON. 4A, R Ad �3 DESCHAMPS L.S. 470019 DATE PROJECT NO. 17-026 DRAWN BY: R.A.D. DATE: 3/30/17 SCALE: 1qt=20' SHEET 1 OF 1 REVISIONS EROSION AND SEDIMENT CONTROL PLAN: 1, CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE DRIVEWAY 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 NOTES PER 1000 S.F. STRAW/HAY 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 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 CONTEMPLATED FOR THE PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING FIELD CAPACITY WILL BE REQUIRED. LEACHING SYSTEM CONSTRUCTION NOTES: I. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (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 FOLLOWING GRADATION CRITERIA: SIEVE SIZE: #4 #10 #40 #100 #200 % PASSING: 100 70-100 **10-50 0-20 0-5 WET SIEVE % PASSING: 100 70-100 10-75 0-5 0-2.5 DRY 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 IS NOT TO BE DISTURBED. SEPTIC SYSTEM CONSTRUCTION NOTES: I CONSTRUCTION SEQVEW A. STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA. B. PLACE SELECT FILL IF REQUIRED. C. CONSTRUCT LEACHING TRENCH 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 D1.785 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 SHALL BE SET LEVEL ON A MINIMUM 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.01.01 FOR NO. 4 STONE: 7. 8. 20 10 0 20 MENNEN[___ mmi GRAPHIC SCALE IN FEET SIEVE SIZE PERCENT PASSING (BY WEIGHT) 2 -INCH 100 1 -1/2 -INCH 90-100 1 -INCH 20-55 3/4 -INCH 0-10 3/8 -INCH 0-5 THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 10" INTO EXISTING GRADE. 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-40. 5. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM LOCATED ON ABUTTING PROPERTIES. 6. TOTAL AREA OF PROPERTY - 54,611 S.F.± (1.25 ACRES 7. A BENCHMARK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE & SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION. REFERENCE MAP: SUBDIVISION PLAN - PEPPLE CREEK - PREPARED FOR BARBARA L. PIENIADZ, RAYMOND HILL ROAD & VELGOUSE ROAD, MONTVILLE, CONNECTICUT, SCALE: 1""=40', JANUARY 3,1989, REV. TO 8/17/89, BY CHANDLER, PALMER & KING. SEPTIC SYSTEM DESIGN PLAN PREPARED FOR #753 RAYMOND HILL ROAD MONTVILLE, CONNECTICUT ADVANCED SURVEYS, LLC. N 25 Apple Lane, Colchester CT. 06413 W E Phone & Fax (860) 267-5979 S m