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Home My WebLink AboutEngineer Plan10.3'± TOP OF FOUNDATION N DESIGN CALCULATIONS FLOW RATE: 2 BEDROOM DWELLING = 220 G/P/D REQUIRED (110 G/P/D PER BEDROOM x 2 BEDROOMS) NO GARBAGE GRINDER ALLOWED PROPOSED SEPTIC TANK - 220 G/P/D x 2 =440 G/P/D REQUIRED USE 1500 GALLON SEPTIC TANK PROPOSED SOIL ABSORPTION SYSTEM, PERC RATE <2 MIN/IN - CLASS I SOIL BOTTOM: (25)(12) = 300 S.F. (300)(0.74) = 222 G/P/D PROVIDED USE: (1.) 25' LONG x 12' WIDE x 0.5' DEEP LEACH FIELD AS SHOWN IN DETAIL. *2 BEDROOM DEED RESTRICTION REQUIRED H-20 TANK WEIGHT 21,230 LB UPLIFT 1 126 LBS. PROPOSED 1. 00 GALLON INSTALL GAS INSTALL EF. 1.0. 8.62' BENCHMARK DEEP HOLE DATA it -i CII- TOP of MAC. NAIL EL. 9.08' M.S.L.± 10YR5/6 PERFORMED BY: JASON C. ELLIS, R.S., S.E. WITNESSED BY: MALLORY LANGLER, YARMOUTH BOH TEST DATE: JANUARY 21, 2021 10YR6/4 #1 PERC 0 40" DEPTH ELEV. SURVEY PLAN- REFERENCE: o.00' 9sz' L.C.P. 11622 H " P HOLE A LOAMY SAND THIS PLAN IS FOR SEPTIC SYSTEM D SIGN PURP L 1.0. 8.62' B PROPOSED H-20 EL. 10:0't LOAMY SAND it -i CII- 10YR5/6 1.66' 7.95' c MEDIUM SAND 10YR6/4 PERC 0 40" <2 MIN./IN. 6.d 3.62' WATER ENCOUNTERED 0 64" (EL 4.29') JASON C. ELLIS, R.S. E OSES ONLY. THIS PLAN IS NOT FOR BOUNDARY (, DETERMINATION. PROPERTY OWNER AND CATCH CONTRACTORS TO VERIFY BASIN ALL WATER LINES AND GAS UTILITIES ON PROPERTY. MICHAEL No�756D MICHAEL LADUE, P.L.S. LADUE LAND SURVEYING SECTION DETAIL - COMPONENTS AT OUTLET FILTER IN F. BOUYANCY: TANK WEIGHT - 6,080 LBS.. UPLIFT = 4,367 LBS. -. PUMP CHAMBER: USE (1) ROUND 300 GALLON PUMP CHAMBER USE LIBERTY PUMP 1/2 HP OR EQUIVALENT FLOAT SETTINGS: PUMP ON = 9" PUMP OFF = 5" ALARM ON = 11" STORAGE CAPACITY PROVIDED = 227 GALLONS MINIMUM 4 CYCLES REQUIRED PER DAY MAX. VOLUME REQUIRED PER DOSE CYCLE: 55 GALLONS VOLUME PROVIDED PER DOSE CYCLE: 32 GALLONS LOT 20DU-7� 4,649 S.F.± 3 � 7 l0SLIEVEJ s SAY J.C. ELLIS DESIGN P.O. BOX 81 NORTH EASTHAM, MA 02651 (508)240-2220 Email: josonOjcellisdesign.com rl,'I f Yarmouth Realth Departmc,:. ESPLOVED OSE ITIO BOSS==eA SORPTION OSED Ce PTIONON SYSTEM EL 13s'± II -III -II 1 25 x 12' x 0.5' LEACH FIELD JVER III III L -III III III III III -III- J III -III IN 6" GRADE2" OF 1/8" TO 1/2" DOUBLE WASHED PEASTONE� 12.62' b] j (EL. 12.45 EL. 12� DOU'B'LE' � 1' ( EL. 11.6' VARIANCE REQUESTS. EL OBS. = WATE EL TION 6.59' + p GROUND WATER ELEVATION 310 CMR 15.211 REFERENCE WELL = MIW-29 ZONE A 1. 4' FROM PROPOSED SEPTIC TANK TO LOT LINE (PCL. 333) DECEMBER 2020 LEVEL = 9.19' ADJUSTMENT FACTOR = 2.3' (10' REQUIRED, 6' PROVIDED, 4' VARIANCE REQUESTED) 2. 5' FROM PROPOSED S.A.S. TO FOUNDATION WALL (LOCUS) NOTES (20' REQUIRED, 15' PROVIDED, 5' VARIANCE REQUESTED) 3. 34' FROM PROPOSED S.A.S. TO CATCH BASIN 1. ALL PRECAST COMPONENTS TO BE H-20 RATED. (50' REQUIRED, 16' PROVIDED, 34' VARIANCE REQUESTED) 2. ELEVATION DATUM IS NAVD 1988. 4. 31' FROM PROPOSED S.A.S. TO CATCH BASIN 3. MUNICIPAL WATER IS. AVAILABLE. 50' REQUIRED, 19' PROVIDED, 31' VARIANCE REQUESTED) 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000 ( (50 CMR 15.248 AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL. CODES AND REGULATIONS. 5. NO RESERVE AREA PROVIDED. 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL 10 RESPONSIBILITY. 6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING SHEDDIG SAFE PRIOR TO CONSTRUCTION.. 2' 72'7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST 5' TYP. BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND �j EXCAVATION BOARD OF HEALTH. 1J 6' `1" 8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3' INSPECTION \TYP. PER 310 CMR 15.000. ro PORT 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE 'ORCHGgRDEN ^ EXISTING �- PUMPED DRY AND REMOVED AND REPLACED WITH CLEAN of I S" I MEDIUM SAND. �n CESSPOOL LEACH I 10. ALL COMPONENTS TO BE PROVIDED WITH WATERTIGHT 1 (REMOVE) FIELD I ACCESS PORTS WITHIN 6" OF FINISH GRADE. 10' W 11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO BE INSTALLED WATERTIGHT. O PCL. 333 N I I 12. NO KNOWN WELLS EXIST WITHIN 100' OF PROPOSED LEACH AREA. O I I I 13. THIS IS NOT A CERTIFIED PLOT PLAN AND UNDER NO P --PROPOSED I CS PLAN TO BE USED FOR BUILDING / 10,o SEPTIC TANK OR ZONING PURPOSES 14. LEACH AREA TO BE PROVIDED WITH AT LEAST ONE - C' \ TIMBER RETAINING INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH WALL - TOP OF_ / PIPE PLACED VERTICALLY DOWN INTO THE STONE TO THE _ WALL EL. 13.8' NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE. THE PIPE SALL S 7WITH 7'58'40 ` \ _��^� DISTRIBUTION DISTRIBUTION ACCESSIBLE HWTHNE 3" OFEGRADE. A SCREW TYPE CAP AND f 849Q _ W LINE TYP. BOX 15. WATEIRPROOFEAND ANDPUMP CH CHAMBER TO BE INSTALLED S.A.S. DETAIL PCL- 335C PROPOSED 10 _� SEPTIC SYSTEM UPGRADE PLAN PUMP CHAMBER JECT: LOCUS MAP 150 SEAVIEW AVENUE r NOT To SCALE YARMOUTH. MA 16. INSTALL 40 MIL POLY FLOW BARRIER AROUND S.A.S. UP AGAINST INTERIOR OF RETAINING WALL FROM EL. 13.5' DOWN TO EL. 8.0' 17. SEPTIC TANK AND PUMP CHAMBER TO BE INSTALLED ON STABLE AND COMPACTED BASE. KEL= 18, ALARM AND PUMP TO BE WIRED ON SEPARATE CIRCUITS. 19. CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING BUILDING SEWERS PRIOR TO CONSTRUCTION. 20. CONTRACTOR TO TAKE ALL MEANS NECESSARY TO PROTECT PARKER'S BUILDINGS AND ABUTTING PROPERTIES (USE SHORING ETC.) NECK RD 21. EXCAVATE ALL UNSUITABLE SOIL AS NECESSARY (A & B LAYERS) 5' AROUND AND UNDER S.A.S. DOWN TO C LAYER AND REPLACE WITH CLEAN MEDIUM SAND. N GILBERT ST PREPARED FOR: PETER CHARLES SAVERINE 9 119 WEST AVENUE REAR \D DARIEN, CT 06820 `^ LOCUS ASSESSOR'S MAP 25 PARCEL 332 SCALE: 1"=20' GATE WY DATE: MARCH 10, 2021 SHEET 1 OF 1 NOT TO SCALE PROPOSED H-20 EL. 10:0't COVER it -i CII- PUMP CHAMBER AT GRADE TO ALARM PANEL P HOLE \lP 765�W ROPOSED 0 GALLONC CHAMBER ! EL 7.75' EL. \E L. 7.65'EL. AT OUTLET FILTER IN F. BOUYANCY: TANK WEIGHT - 6,080 LBS.. UPLIFT = 4,367 LBS. -. PUMP CHAMBER: USE (1) ROUND 300 GALLON PUMP CHAMBER USE LIBERTY PUMP 1/2 HP OR EQUIVALENT FLOAT SETTINGS: PUMP ON = 9" PUMP OFF = 5" ALARM ON = 11" STORAGE CAPACITY PROVIDED = 227 GALLONS MINIMUM 4 CYCLES REQUIRED PER DAY MAX. VOLUME REQUIRED PER DOSE CYCLE: 55 GALLONS VOLUME PROVIDED PER DOSE CYCLE: 32 GALLONS LOT 20DU-7� 4,649 S.F.± 3 � 7 l0SLIEVEJ s SAY J.C. ELLIS DESIGN P.O. BOX 81 NORTH EASTHAM, MA 02651 (508)240-2220 Email: josonOjcellisdesign.com rl,'I f Yarmouth Realth Departmc,:. ESPLOVED OSE ITIO BOSS==eA SORPTION OSED Ce PTIONON SYSTEM EL 13s'± II -III -II 1 25 x 12' x 0.5' LEACH FIELD JVER III III L -III III III III III -III- J III -III IN 6" GRADE2" OF 1/8" TO 1/2" DOUBLE WASHED PEASTONE� 12.62' b] j (EL. 12.45 EL. 12� DOU'B'LE' � 1' ( EL. 11.6' VARIANCE REQUESTS. EL OBS. = WATE EL TION 6.59' + p GROUND WATER ELEVATION 310 CMR 15.211 REFERENCE WELL = MIW-29 ZONE A 1. 4' FROM PROPOSED SEPTIC TANK TO LOT LINE (PCL. 333) DECEMBER 2020 LEVEL = 9.19' ADJUSTMENT FACTOR = 2.3' (10' REQUIRED, 6' PROVIDED, 4' VARIANCE REQUESTED) 2. 5' FROM PROPOSED S.A.S. TO FOUNDATION WALL (LOCUS) NOTES (20' REQUIRED, 15' PROVIDED, 5' VARIANCE REQUESTED) 3. 34' FROM PROPOSED S.A.S. TO CATCH BASIN 1. ALL PRECAST COMPONENTS TO BE H-20 RATED. (50' REQUIRED, 16' PROVIDED, 34' VARIANCE REQUESTED) 2. ELEVATION DATUM IS NAVD 1988. 4. 31' FROM PROPOSED S.A.S. TO CATCH BASIN 3. MUNICIPAL WATER IS. AVAILABLE. 50' REQUIRED, 19' PROVIDED, 31' VARIANCE REQUESTED) 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000 ( (50 CMR 15.248 AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL. CODES AND REGULATIONS. 5. NO RESERVE AREA PROVIDED. 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL 10 RESPONSIBILITY. 6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING SHEDDIG SAFE PRIOR TO CONSTRUCTION.. 2' 72'7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST 5' TYP. BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND �j EXCAVATION BOARD OF HEALTH. 1J 6' `1" 8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3' INSPECTION \TYP. PER 310 CMR 15.000. ro PORT 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE 'ORCHGgRDEN ^ EXISTING �- PUMPED DRY AND REMOVED AND REPLACED WITH CLEAN of I S" I MEDIUM SAND. �n CESSPOOL LEACH I 10. ALL COMPONENTS TO BE PROVIDED WITH WATERTIGHT 1 (REMOVE) FIELD I ACCESS PORTS WITHIN 6" OF FINISH GRADE. 10' W 11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO BE INSTALLED WATERTIGHT. O PCL. 333 N I I 12. NO KNOWN WELLS EXIST WITHIN 100' OF PROPOSED LEACH AREA. O I I I 13. THIS IS NOT A CERTIFIED PLOT PLAN AND UNDER NO P --PROPOSED I CS PLAN TO BE USED FOR BUILDING / 10,o SEPTIC TANK OR ZONING PURPOSES 14. LEACH AREA TO BE PROVIDED WITH AT LEAST ONE - C' \ TIMBER RETAINING INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH WALL - TOP OF_ / PIPE PLACED VERTICALLY DOWN INTO THE STONE TO THE _ WALL EL. 13.8' NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE. THE PIPE SALL S 7WITH 7'58'40 ` \ _��^� DISTRIBUTION DISTRIBUTION ACCESSIBLE HWTHNE 3" OFEGRADE. A SCREW TYPE CAP AND f 849Q _ W LINE TYP. BOX 15. WATEIRPROOFEAND ANDPUMP CH CHAMBER TO BE INSTALLED S.A.S. DETAIL PCL- 335C PROPOSED 10 _� SEPTIC SYSTEM UPGRADE PLAN PUMP CHAMBER JECT: LOCUS MAP 150 SEAVIEW AVENUE r NOT To SCALE YARMOUTH. MA 16. INSTALL 40 MIL POLY FLOW BARRIER AROUND S.A.S. UP AGAINST INTERIOR OF RETAINING WALL FROM EL. 13.5' DOWN TO EL. 8.0' 17. SEPTIC TANK AND PUMP CHAMBER TO BE INSTALLED ON STABLE AND COMPACTED BASE. KEL= 18, ALARM AND PUMP TO BE WIRED ON SEPARATE CIRCUITS. 19. CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING BUILDING SEWERS PRIOR TO CONSTRUCTION. 20. CONTRACTOR TO TAKE ALL MEANS NECESSARY TO PROTECT PARKER'S BUILDINGS AND ABUTTING PROPERTIES (USE SHORING ETC.) NECK RD 21. EXCAVATE ALL UNSUITABLE SOIL AS NECESSARY (A & B LAYERS) 5' AROUND AND UNDER S.A.S. DOWN TO C LAYER AND REPLACE WITH CLEAN MEDIUM SAND. N GILBERT ST PREPARED FOR: PETER CHARLES SAVERINE 9 119 WEST AVENUE REAR \D DARIEN, CT 06820 `^ LOCUS ASSESSOR'S MAP 25 PARCEL 332 SCALE: 1"=20' GATE WY DATE: MARCH 10, 2021 SHEET 1 OF 1