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HomeMy WebLinkAboutPlanMANHOLE i INSPECTION OPENING, MANHOLE INLET INLET BAFFLE 2/ REQUIRED CAPACITY - 0 w OUTLET - OUTLET DEVICE FILTER 1/3 REQUIRED CAPACITY 4 IIMtS NU IM VK utr i n NOTE: CLEANOUT MANHOLES ARE ALL BAFFLED INSPECTION MANHOLES SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12' BELOW FINAL GRADE. APPENDIX B &PROVED SEPTIC TANK OUTLET FILTERS iNTERNNL OUTLET FILTERS MANUFACTURER MQDEL ORENCO SYSTEMS FT0444-36, FT0854-36, THORSBY do BONNE FT1254-36, FT1554-36 TUF-TITE SANITEE UNITED CONCRETE CO. EF -4 ZABEL PL122 A100 A1800 A300 A1801 A100 -HIP A1800 -HIP A300 -HIP A1800 -HIP TYPICAL SEPTIC TANK NOT TO SCALE I 1 �--- DRIVEWAY- I I i DRIVEWAY WIDTH (SEE RDS -210) BITUMINOUS CONCRETE DRIVEWAY APRON RIGHT-OF-WAY LINE DEEP TEST PIT DATA TH #1 TH #2 _ 0-4" TOPSOIL - 114 . - __ _ - _ - - _ 0529"TBROWIN SANDY LOAM - 4-28" BROWN SANDY LOAM R KA CQRQIQN PROPOSED FILL 29-49" GREY SANDY TILL 28-52" GREY SANDY DILL STATE OF CT PARAMETERS:LEDGE AT 52" SAND LIAR = 0.6 GAUSF'T/D / - I XI::)'TING GROUND LEDGE SOIL 1-10 mpi,TLR=`60a SFT NO WATER 49" R NO WATER -"�.,. STONE\SOIL INTERFACE =1 ( FOR STE) 112- ----- - _. _----__�!'-_ -- __- __ - NO MOTTLING NO MOTTLING FASRICISAND INTERFACE =1,5 ( FOR STD) / SANDISOIL INTERFACE = 2 ( FOR STE) /❑ TH #3 TH #4 FOUR BEDROOM HOME, DESIGN FLOW = 600 GAUD LEDGE AT 31" 0-5" TOPSOIL MEASURED PARAMETERS: O 5-24" BROWN SANDY LOAM FABRIC LIAR = 1 GAUSFTlD 110- --- - _- ... ___._._ - -_ ____ __.- -_ ___-. - - -_- -_..__ 24-57" GREY SANDY TILL RUCK ACCORuoN CROSS SECTION NO RE: TRICTIONS TO 6.5't PIT 10 3 FABRICISAND SAND -' SAND/SOIL rr i'.4r rr+twr`rr1f5(11r1�1-'i'°[7CA rLI !:Y,h1fADLG• ACCORDIONS ARE 7" HIGH TRENCH IS 42" WIDE NUMBER OF FEET OF ACCORD100S PER ONE FOOT OF TRENCH = 8 ft Ift Of trench GUTTER LINE ROAD I FLARE ' Z PLAN RINET-OF-WAY I K I MEET w 5'-0" VARIES ' DRIVEWAY 1 /4"/FT. MIN W 1 1 /2"/FT. MAX PAVEMENT - FINISH GRADE 77-17-/ 'k 3" BIT CONC (CLASS 2) * WHERE CURBING EXISTS PRO'v1DE 6" PROCESSED GRAVEL BASE s 1" REVEAL. IF NO CURBING THEN SECTION DRIVEWAY TO BE FLUSH WITH ROAD. BIT. CONC. DRIVEWAY APRON NOT TO SCALE 2"x2%48" WOOD POST 0 8' ON CENTER (MIN)INDUSTRIAL NETTING, SNOW FENCE / OR WOVEN WIRE FENCE FOR SUPPORT ILTER FABRIC I kf / BOACKFILLED LEGEND ---'rpt-- 92 - APPROX It BSMT ELEV FND INV M/L oc P-1 PVC T. P. EXISTING CONTOUR PROPOSED CONTOUR APPROXIMATE BUILDING SETBACK LINE BASEMENT ELEVATION FOUNDATION INVERT MORE OR LESS ON CENTER PERCOLATION 'TEST POLY VINYL CHLORIDE 'TE`T PIT RUCK -A -FIN NOT TO SCALE 108- 106 08- 106 104- 1 BENCH MARK NAIL IN ROOT 30" OAK ELEV 100.88 (ASSUMED) INSTALL SILT FENCE SECTION "All -"'All SCALE: HORIZ. 1"=30' VERT. 1"=3' PERCOLATION TEST, PERC 1 PERC 2 24" DEEP 23" DEEP PRESOAK 7:40 AM PRESOAK 7:40 AM PRIOR TO DISTURBANCE &A? REFILL 8:10 AM REFILL 8:10 AM REFILL 8:40 AM REFILL 8:40 AM O� O � TIME READING TIME READING y$ -- PRt7 'OSED DRIVEWAY 8: 42 13 8: 44 11 " 00 �/ APi�ON 8:47 15" 8:49 14" c --- -- - 8:57 18 1/" 8: 59 17 �„ CL&P 9: 02 20" 9: 04 18 445 6 r, 9:07 21 1/2" 9:09 19 1/2 "TP4 9:12 DRY 9:12 DRY MIN PERC RATE: 3.33 MIN/INCH MIN PERC RATE: 5.0f) MIN/INCH TPI "INP1 ;06� PERC 3 PERC 4 _TP7 11 " 41 " DEEP 106`- - TP5 IP2 ,' 38 DEEP PRESOAK 7:00 AM PRESOAK 7:05 AM 2ND PRESOAK 7:25 AM 2ND PRESOAK 7:40 AM P } TP ��i ,� REFILL 8:00 AM REFILL 8:08 AM TIME READING TIME READING 8:00 23" 8: 08 28 1/4" ROP'- / / 8: 05 26" 8:13 32„ 8:10 28" 8:18 35„ PERFORATED PVC r � 1 � ; ` 8:15 29 1/2" 8: 23 37" FND DRAIN f"� i ` �� /� 8: 20 30 112 8: 28 39" SEE GIN 3 '`pl ,� i 8:25 32" 8:33 41" 8: 30 DRY 8:38 DRY j MIN PERC RATE: 3.33 MIN/INCH MIN FERC RATE: 2.50 MIN/INCH ?'op I °z 3 so r b, TP9 2 6" �r P3 TP8 / 5 EXPOSED LEDGE -, 114 _ ,-p II P4 104 SOLID WALL PVC FND DRAIN SEE GIN 3 30 0 30 60 90 1 J GRAPHIC SCALE IN FEET (CHECK BEFORE USING) SANITARY ELEVATION DATA. OSAIIJITARY INVERT AT FOUNDATION: 112.50 tJ2 22' - 4" DIA SCHEDULE 40 ASTM D1785 OR EQUAL PIPE MIN. 8" F*- LIQUID DEPTH 12" MIN INV. LENGTH NOT GREATER THAN OUTLET - OUTLET DEVICE FILTER 1/3 REQUIRED CAPACITY 4 IIMtS NU IM VK utr i n NOTE: CLEANOUT MANHOLES ARE ALL BAFFLED INSPECTION MANHOLES SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12' BELOW FINAL GRADE. APPENDIX B &PROVED SEPTIC TANK OUTLET FILTERS iNTERNNL OUTLET FILTERS MANUFACTURER MQDEL ORENCO SYSTEMS FT0444-36, FT0854-36, THORSBY do BONNE FT1254-36, FT1554-36 TUF-TITE SANITEE UNITED CONCRETE CO. EF -4 ZABEL PL122 A100 A1800 A300 A1801 A100 -HIP A1800 -HIP A300 -HIP A1800 -HIP TYPICAL SEPTIC TANK NOT TO SCALE I 1 �--- DRIVEWAY- I I i DRIVEWAY WIDTH (SEE RDS -210) BITUMINOUS CONCRETE DRIVEWAY APRON RIGHT-OF-WAY LINE DEEP TEST PIT DATA TH #1 TH #2 _ 0-4" TOPSOIL - 114 . - __ _ - _ - - _ 0529"TBROWIN SANDY LOAM - 4-28" BROWN SANDY LOAM R KA CQRQIQN PROPOSED FILL 29-49" GREY SANDY TILL 28-52" GREY SANDY DILL STATE OF CT PARAMETERS:LEDGE AT 52" SAND LIAR = 0.6 GAUSF'T/D / - I XI::)'TING GROUND LEDGE SOIL 1-10 mpi,TLR=`60a SFT NO WATER 49" R NO WATER -"�.,. STONE\SOIL INTERFACE =1 ( FOR STE) 112- ----- - _. _----__�!'-_ -- __- __ - NO MOTTLING NO MOTTLING FASRICISAND INTERFACE =1,5 ( FOR STD) / SANDISOIL INTERFACE = 2 ( FOR STE) /❑ TH #3 TH #4 FOUR BEDROOM HOME, DESIGN FLOW = 600 GAUD LEDGE AT 31" 0-5" TOPSOIL MEASURED PARAMETERS: O 5-24" BROWN SANDY LOAM FABRIC LIAR = 1 GAUSFTlD 110- --- - _- ... ___._._ - -_ ____ __.- -_ ___-. - - -_- -_..__ 24-57" GREY SANDY TILL RUCK ACCORuoN CROSS SECTION NO RE: TRICTIONS TO 6.5't PIT 10 3 FABRICISAND SAND -' SAND/SOIL rr i'.4r rr+twr`rr1f5(11r1�1-'i'°[7CA rLI !:Y,h1fADLG• ACCORDIONS ARE 7" HIGH TRENCH IS 42" WIDE NUMBER OF FEET OF ACCORD100S PER ONE FOOT OF TRENCH = 8 ft Ift Of trench GUTTER LINE ROAD I FLARE ' Z PLAN RINET-OF-WAY I K I MEET w 5'-0" VARIES ' DRIVEWAY 1 /4"/FT. MIN W 1 1 /2"/FT. MAX PAVEMENT - FINISH GRADE 77-17-/ 'k 3" BIT CONC (CLASS 2) * WHERE CURBING EXISTS PRO'v1DE 6" PROCESSED GRAVEL BASE s 1" REVEAL. IF NO CURBING THEN SECTION DRIVEWAY TO BE FLUSH WITH ROAD. BIT. CONC. DRIVEWAY APRON NOT TO SCALE 2"x2%48" WOOD POST 0 8' ON CENTER (MIN)INDUSTRIAL NETTING, SNOW FENCE / OR WOVEN WIRE FENCE FOR SUPPORT ILTER FABRIC I kf / BOACKFILLED LEGEND ---'rpt-- 92 - APPROX It BSMT ELEV FND INV M/L oc P-1 PVC T. P. EXISTING CONTOUR PROPOSED CONTOUR APPROXIMATE BUILDING SETBACK LINE BASEMENT ELEVATION FOUNDATION INVERT MORE OR LESS ON CENTER PERCOLATION 'TEST POLY VINYL CHLORIDE 'TE`T PIT RUCK -A -FIN NOT TO SCALE 108- 106 08- 106 104- 1 BENCH MARK NAIL IN ROOT 30" OAK ELEV 100.88 (ASSUMED) INSTALL SILT FENCE SECTION "All -"'All SCALE: HORIZ. 1"=30' VERT. 1"=3' PERCOLATION TEST, PERC 1 PERC 2 24" DEEP 23" DEEP PRESOAK 7:40 AM PRESOAK 7:40 AM PRIOR TO DISTURBANCE &A? REFILL 8:10 AM REFILL 8:10 AM REFILL 8:40 AM REFILL 8:40 AM O� O � TIME READING TIME READING y$ -- PRt7 'OSED DRIVEWAY 8: 42 13 8: 44 11 " 00 �/ APi�ON 8:47 15" 8:49 14" c --- -- - 8:57 18 1/" 8: 59 17 �„ CL&P 9: 02 20" 9: 04 18 445 6 r, 9:07 21 1/2" 9:09 19 1/2 "TP4 9:12 DRY 9:12 DRY MIN PERC RATE: 3.33 MIN/INCH MIN PERC RATE: 5.0f) MIN/INCH TPI "INP1 ;06� PERC 3 PERC 4 _TP7 11 " 41 " DEEP 106`- - TP5 IP2 ,' 38 DEEP PRESOAK 7:00 AM PRESOAK 7:05 AM 2ND PRESOAK 7:25 AM 2ND PRESOAK 7:40 AM P } TP ��i ,� REFILL 8:00 AM REFILL 8:08 AM TIME READING TIME READING 8:00 23" 8: 08 28 1/4" ROP'- / / 8: 05 26" 8:13 32„ 8:10 28" 8:18 35„ PERFORATED PVC r � 1 � ; ` 8:15 29 1/2" 8: 23 37" FND DRAIN f"� i ` �� /� 8: 20 30 112 8: 28 39" SEE GIN 3 '`pl ,� i 8:25 32" 8:33 41" 8: 30 DRY 8:38 DRY j MIN PERC RATE: 3.33 MIN/INCH MIN FERC RATE: 2.50 MIN/INCH ?'op I °z 3 so r b, TP9 2 6" �r P3 TP8 / 5 EXPOSED LEDGE -, 114 _ ,-p II P4 104 SOLID WALL PVC FND DRAIN SEE GIN 3 30 0 30 60 90 1 J GRAPHIC SCALE IN FEET (CHECK BEFORE USING) SANITARY ELEVATION DATA. OSAIIJITARY INVERT AT FOUNDATION: 112.50 tJ2 22' - 4" DIA SCHEDULE 40 ASTM D1785 OR EQUAL PIPE (MIN SLOPE = 1/" PER FT) 01000 GALLON TWO COMPARTMENT SEPTIC -TANK INV. 112.00 IN INV. 111.75 OUT ® 14' - 4" DIA SDR 35 PVC PIPE �5 40' LG RUCK -A --FIN BOTTOM OF RUCK -A -FIN ELEV 111.20 © 18' - 4" DIA SDR 35 PVC PIPE END CONNECTOP GARY J. WN NA4 KI CONN. 6'71 ca• .; 0-9671 �® ®0,, ASL O®® COMMERCIAL & RES ID ENT'IAL LAND DEVELOPMENT CIVIL ENGINEERING SITE PLANS SEPTIC DESIGNS 9 HERITAGE DRIVE STONINGTON, CT. 06378 TEL (860) 535--2283 GENERAL NOTES 1. SELECT FILL PLACED WITHIN AND ADJACENT TO LEACHING SYSTEM AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE THREE (3) INCH SIEVE. 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE. (THIS IS THE GRAVEL PORTION OF 1l IE SAMPLE). 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. ,THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADUATION CRIII RIA: SIEVE SIZE PERCENT PASSING WET SIEVE DRY SIEVE #4 100 100 #10 70-100 70-100 #40 10-50* 10-75 #100 0-20 0-5 #200 0-5 0-2.5 PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER I-HAN 75 PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE LICENSED INSTALLER IS RESPONSIBLE FOR PREPARING THE LEACHING AREA WITH NECESSARY SELECT FILL. THE TOPSOIL IN THE LEACHING SYSTEM AREA MUST BE REMOVED AND THE SUBSOIL SCARIFIED PRIOR TO SELECT FILL PLACEMENT UNLESS OTHERWISE DIRECTED) BY THE DESIGN ENGINEER. THE INSTALLER SHALL TAKE NECESSARY STEPS TO PROTECT Till- UNDERLYING NATURALLY OCCURRING SOIL FROM OVER COMPACTION OR DAMAGE. SELEC; I FILL SHALL EXTEND A MINIMUM OF FIVE (5) FEET LATERALLY IN ALL DIRECTIONS BEYOND THE OU TER PERIMETER OF THE LEACHING SYSTEM. THE COMMISSIONER OF PUBLIC HEALTH MUST APPROVE MANUFACTURED Fill.. ROCK USED TO PRODUCE MANUFACTURED FILL MUST HAVE A LOSS OF ABRASION OF NOT MORE THAN 50% USING AASHTO METHOD T-96. SUPPLIERS OF MANUFACTURED FILL MUST MAKE AI PLICATION FOR APPROVAL TO THE COMMISSIONER OF PUBLIC HEALTH. DOCUMENTATION MI1'�T BE SUBMITTED ON THE QUARRY OPERATION, AND PRODUCTION PROCESS. FILL SPECIFICATIONS (GRADATION, PERMEABILITY, ETC.) AND A NARRATIVE OF THE QUALITY CONTROL/QUALM Y ASSURANCE PROGRAM MUST ALSO BE INCLUDED. THE MANUFACTURED FILL PRODUCERS MUST PROVIDE ANNUAL PRODUCT REGISTRATIONS TO THE COMMISSIONER OF PUBLIC HEALTH. 3. FOUNDTION DRAINAGE IS ONLY PROPOSED ALONG THE FRONT FDN WALL TO BE 50' UP GRADIENT FROM THE SEPTIC SYSTEM. A RODENT PROOF COVER SHALL BE PROVII -D AT THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT". 4. THE FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED BY A LICENSED LAND SURVEYOR. 5. UTILITIES ARE EXISTING OVERHEAD TO THE EXISTING GARAGE WHICH WILL BE UTILIZED TO THE NEW HOME. 6. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE AND SEPTIC SYSTEM AND A BENCHMARK SET BY DIETER & GARDNER, LAND SURVEYORS IN SEPTEMBER 2005. 7. THE DEEP TEST PIT DATA WAS WITNESSED AND RECORDED BY DAVIT) CLAUGHLIN, RS UNCAS HEALTH DISTRICT ON AUGUST 19, 2005 AND JULY 5, 2006. THE PERCOLATION TEST PIT DATA WAS WITNESSED AND RECORDED BY GARY J. WINALSKI, PE ON AUGUST 22, 2005. THE PERCOLATION TEST PIT DATA WAS WITNESSED BY GARY J. WINALSKI, PE ON AUGUST 22, 2005. 8. OWNER/APPLICANT: JASON LIN 86 TOWN STREET NORWICH, CT 06360 (860) 334-3368 9. ENGINEER: GARY J. WINALSKI, PE 9 HERITAGE DRIVE STONINGTON, CT 06378 (860) 535-2283 10. AT THE TIME- OF THIS C)EcIGN THERF WFRE NO F?"ITINC, SEPTIC S !`;-ETIs ''VIT4'?N '5' CF -'IF WELL LOCATION AND THERE WERE NO EXISTING WELLS WITHIN 75' OF 1 -HE PROPOSED SEPTIC SYSTEM LOCATION. FIELD VERIFIED BASED ON FIELD CHECK, QUESTION PROPERTY OWNERS AND CHECK UNCAS DISTRICT RECORDS BY GARY J. WINALSKI, PE. SANITARY DESIGN CRITERIA A. PROPOSED THREE BEDROOM RAISED RANCH. NO TUBS GREATER THAN 100 GALLONS IN SIZE. NO GARBAGE DISPOSAL SYSTEM IS PLANNED. B. 1000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED, C. DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN/INCH D. MINIMUM LEACHING SYSTEM SPREAD DOES NOT APPLY ALL RESTRICTIONS GREATER THAN 60% IN DEPTH E. EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE: 495 SF F. 7" HIGH RUCK -A -FIN SELECTED FOR LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE 7.0 SF MIN LENGTH OF RUCK -A -FIN REQUIRED: 495 SF/ 7.0 SF/LF = 70.71' G. EFFECTIVE LEACHING AREA PROVIDED 2 - 40' LG RUCK -A -FINS= 80' X 7.0 SF/LF=560 SF H. 100% RESERVE AREA REQUIRED AND PROVIDED, REVISION B - UNCAS HEALTH DISTRICT LETTER DATED JUNE 23, 2006 REVISION A - PLAN REVISED TO REFLECT ACTUAL FOUNDATION FOOTPRINT PROPOSED ENGINEERED SEPTIC SYSTEM DESIGN OC. PLOT PLAN 35-A BROADVIEW AVENVUE SCALE = 1"=30' MONTVILLE, CONNECTICUT SEPTEMBER 2005