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Home My WebLink About21.35 - Proposed Septic Design (Copy 2)DEPTH HORIZ 3.OD COLOR MOT'T. CLEAN SAND WASHED STONE -- Q- PROPOSED CONTOUR o'-110 A/P' a' CAST IRON PIPE lOYR 4/1 xmia PROPOSED SPOT GRADE 11"-20" B , '-(OR:EQUAL) MINIMUM: TOYR 5/6 235 GREAT WESTERN ROAD 15.20 MAX. VENT OH -1 20"-35" Cl 1 PITCH 1/4' PER FT. 2.5YR 6/8 NOT REQUIRED SOIL TEST LOCATION 35"-38" _C2 COARSE SAND T, YR 6/8 z 40%38"-156' NOT TO SCALE C3 ' MEDIUM ANE 2.5YR 6/8 GRAVEL i TOP OF FOUNDATION' 2D FT. MINIMUM FROM FOUNDATION 10' - z 12.20 - a, { ICU. FT. OF - I ELEV.= 17.00 LEV.= 14.00 10 FT, MINIMUM FROM SLAD OR.CRAWL SPACE - . :. DATE OF SOIL TEST. '• 11-28-00 ELEV.= 12.86 GAS LEV.- 0, ELEV.- LEVEL + ' I (ASSURED) SO FT. MINIMUM - BAFFLE 12.07 6' SUMP ELEV.= 11.90 SOL TEST DONE BC,,SWEETSER p1gyEIIaHb . . . . -F GEND , WI WITNESSED BY: - A. VON HONE LIQUID OUTLET CTO BE PLACED ON RH BASE $❑X �� _ e _ � _ °•• o � � _ m ELEV.= 10.87 24" HOCI � MANHOLE COVERS 4' SCHEDULE 40:PVC PIP MIN. PITCH 1/8- PER FT. / 1/ LAYER OF LOAM AND SEED 1/D' TO i/2' � � 2, x 746 EXISTING SPOT GRADE - -6E- - EXISTING CONTOUR OBSERVATION PERCOLATION HOLE: t ELEV.- 14.4 RATE <2 .MIN./!NCH 0 62" ' DEPTH HORIZ 3.OD COLOR MOT'T. CLEAN SAND WASHED STONE -- Q- PROPOSED CONTOUR o'-110 A/P' a' CAST IRON PIPE lOYR 4/1 xmia PROPOSED SPOT GRADE 11"-20" B , '-(OR:EQUAL) MINIMUM: TOYR 5/6 235 GREAT WESTERN ROAD 15.20 MAX. VENT OH -1 20"-35" Cl 1 PITCH 1/4' PER FT. 2.5YR 6/8 NOT REQUIRED SOIL TEST LOCATION 35"-38" _C2 COARSE SAND T, YR 6/8 z 40%38"-156' NOT TO SCALE C3 ' MEDIUM ANE 2.5YR 6/8 GRAVEL i ---5_... WATER LINE 10' - 12.20 - a, { ICU. FT. OF - LEV.= 14.00 T 12_61 F CONCRETE ANCHOR +� WATER SHUT OFF VALVE ELEV.= 12.86 GAS LEV.- 0, ELEV.- LEVEL Il EXISTING GAS LINE ! BAFFLE 12.07 6' SUMP ELEV.= 11.90 �2.� Co �- CLEAN OUT -F DISTRIBUTI❑NC.P.0 �^ ` a CESSPOOL �� ' �_ �< - LIQUID OUTLET CTO BE PLACED ON RH BASE $❑X �� _ e _ � _ °•• o � � _ m ELEV.= 10.87 DEPTH HORIZ TEXTURE, COLOR MOT'T. OTHER o'-110 A/P' 'LOAMY SAND lOYR 4/1 3' 11"-20" B LOAMY SAND TOYR 5/6 235 GREAT WESTERN ROAD 20"-35" Cl MEDIUM FINE 2.5YR 6/8 off. X508-398-3922 . - ` ::, Lox, 808-398-31183 . 35"-38" _C2 COARSE SAND T, YR 6/8 I 40%38"-156' NOT TO SCALE C3 ' MEDIUM ANE 2.5YR 6/8 GRAVEL •'NO GROUND)r=R. ENCOUNTERED AT 156" ELEV.= 1.4' DEPTH TEE - TO EE,VCED TESTED 4 HIGH CAPACITY INFILTRATCRS t CATCH BASIN - - _- 4 FEET 14 INCHES - 1500 GALLON CTO BE PLACED ON FIRM BASE) WITH .STONE IN AN 10' X 30' x 2' ' 5 FEET 19 INCHESSEPTIC TANK - ELEV.= TRENCH FORMATION - WELL N/A I 6 FEET 24 INCHES - - ZONE DESIGN CALCULATIONS: y 8 FEET 29 INCHES - - (H-20) .11.70 INCEk -"'- � 8 FEET 34 INCHES 3LE4" TO 1 1/2 SOIL ' ABSORPTION ADJUST NUMBER OF BEDROOMS, 3 CAN DOUBLE SYSTEM (SAS) WASHED STONE 9.4T 70TALAESTMATEDSFLOWNIT_ NO FREE OF FINES (H-20) SEWAGE - DISPOSAL SYSTEM PROFILE AND SILTS (110 CAL./BR./DAY " X 3 BR.) 330 L. REQUIRED SEPTIC TANK CAPACITY: /DAY ACTUAL SIZE OF SEPTIC TANK: CAL. .-144_ GAL. SOIL CLASSIFICATION: 1 I (NOT TO SCALE ciscs PkOaAB! E 'WATER TABLE ELEv = I DESIGN PERCOLATION RATE: - ! OBSERVED WATER TABLE (11/4,100)< 2 MIN./IN. oo3 ELEV = EFFLUENT LOADING RATE: GAL/DAY/S.F. t BOTTOM CF TEST HOLE ELEV.= 1.40 LEACHING AREA: 460.00 SQ. F.T. t (10X30)+(40X2X2) LEACHING CAPACITY (AREA X RATE): 340.40 GAL./DAY, A 460.00 X 0.74 RESERVE LEACHING CAPACITY: NONE GAL./DAY NOTES: 12 VARIANCES TO TITLE 5. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. A. SAS LESS THAN 10' FROM PROPERTY LINE TITLE 5 AND THE TOWN OF! -ARM M RULES AND REGULATIONS 14.8 B. SAS LESS THAN 20' FROM FOUNDATION FOR THE SUBSURFACE DISPOSAL OF SEWAGE. C. SEPTIC TANK LESS THAN 10' FROM PROPERTY LINE 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN PROPOSED SOIL ABSORPTION LOT TB D. NO RESERVE AREA 6" OF FINISHED GRADE. SYSTEM. 4 HIGH CAPACITY AREA=1,697 S.Rt 3, ALL COMPONENTS OF THE SANITARY SYSTEM SHALL SE CAPABLE OF WITHSTANDING INFILTRATORS W/ 3.50' STONE H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR ON THE SIDES AND 1.00' OF STONE PARKING AREAS, H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF ON THE ENDS.- '- DRIVES OR PARKING AREAS. � X 15.4 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PUCE. ; _ X 15.7 n 00 EXISTING HOUSE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR AND SHED 't0 ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION t' BE REMOVE) FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOW"! ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DGSAFE" AT,1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE ! ' x'1 4RBPiI$CONTRACTOR TO VERIFY GRADES AND ELEVATIONS AS WELL AS STE CONDITIONS 1 X 3 �_ED�, T. EDROOM-p�JEtUNG� a,'%GCC rl o PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS 70 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. PARCEL IS IN FLOOD ZONE Al2, 8 (Al2-M.. 10) { 9. LOT IS SHOWN ON ASSESSORS MAP 21 AS PARCEL 35. PROPOSED tS.2 x'4 a 10. EXISTING SEPTIC/CESSPOOL(S).TO BE PUMPED AND REMOVED. D -BOX `, , OH -1 _ 9 j i.aJd%1 + " il. RE-ROUTE EXISTING WATERLINE AS SHOWN: PK NAIL� 3a.6 C.O. or A,',, ;�. y ELEVATION= 14.80' 8 t �0•� t3.� x t2.5 e. A ' NGVD A 14.8 0 VJMAZ�k Q$Q j g RE-ROUTE 9I }� oR�`1E er t�3`'ti° APPROVED BOARD "OF HEALTH EXISTING !` $` g C.P. i d,, c • .p , E WATERLINE Z f 13. TEP x Ta.O T /P I DATE AGENT WEST YARMOUTH, MA PROPOSED SEPTIC DESIGN RT 28 FOR PHIL CURRAN PROJECT LOCATION: LOT 1 B 26 WINDEMERE ROAD WEST YARMOUTH, MA 02673 ' I I 3' SWEETSER ENGINEERING 235 GREAT WESTERN ROAD PO BOX 713 SOUTH DENNIS, MA 02860 1 i 2 wrNDFVERE off. X508-398-3922 . - ` ::, Lox, 808-398-31183 . I i stmt 1"-20' LOCUS MAP I doBNo. 5001-00' NOT TO SCALE R`E' D` 01-29-01 •'NO GROUND)r=R. ENCOUNTERED AT 156" ELEV.= 1.4' DEPTH TEE - TO EE,VCED TESTED 4 HIGH CAPACITY INFILTRATCRS t CATCH BASIN - - _- 4 FEET 14 INCHES - 1500 GALLON CTO BE PLACED ON FIRM BASE) WITH .STONE IN AN 10' X 30' x 2' ' 5 FEET 19 INCHESSEPTIC TANK - ELEV.= TRENCH FORMATION - WELL N/A I 6 FEET 24 INCHES - - ZONE DESIGN CALCULATIONS: y 8 FEET 29 INCHES - - (H-20) .11.70 INCEk -"'- � 8 FEET 34 INCHES 3LE4" TO 1 1/2 SOIL ' ABSORPTION ADJUST NUMBER OF BEDROOMS, 3 CAN DOUBLE SYSTEM (SAS) WASHED STONE 9.4T 70TALAESTMATEDSFLOWNIT_ NO FREE OF FINES (H-20) SEWAGE - DISPOSAL SYSTEM PROFILE AND SILTS (110 CAL./BR./DAY " X 3 BR.) 330 L. REQUIRED SEPTIC TANK CAPACITY: /DAY ACTUAL SIZE OF SEPTIC TANK: CAL. .-144_ GAL. SOIL CLASSIFICATION: 1 I (NOT TO SCALE ciscs PkOaAB! E 'WATER TABLE ELEv = I DESIGN PERCOLATION RATE: - ! OBSERVED WATER TABLE (11/4,100)< 2 MIN./IN. oo3 ELEV = EFFLUENT LOADING RATE: GAL/DAY/S.F. t BOTTOM CF TEST HOLE ELEV.= 1.40 LEACHING AREA: 460.00 SQ. F.T. t (10X30)+(40X2X2) LEACHING CAPACITY (AREA X RATE): 340.40 GAL./DAY, A 460.00 X 0.74 RESERVE LEACHING CAPACITY: NONE GAL./DAY NOTES: 12 VARIANCES TO TITLE 5. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. A. SAS LESS THAN 10' FROM PROPERTY LINE TITLE 5 AND THE TOWN OF! -ARM M RULES AND REGULATIONS 14.8 B. SAS LESS THAN 20' FROM FOUNDATION FOR THE SUBSURFACE DISPOSAL OF SEWAGE. C. SEPTIC TANK LESS THAN 10' FROM PROPERTY LINE 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN PROPOSED SOIL ABSORPTION LOT TB D. NO RESERVE AREA 6" OF FINISHED GRADE. SYSTEM. 4 HIGH CAPACITY AREA=1,697 S.Rt 3, ALL COMPONENTS OF THE SANITARY SYSTEM SHALL SE CAPABLE OF WITHSTANDING INFILTRATORS W/ 3.50' STONE H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR ON THE SIDES AND 1.00' OF STONE PARKING AREAS, H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF ON THE ENDS.- '- DRIVES OR PARKING AREAS. � X 15.4 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PUCE. ; _ X 15.7 n 00 EXISTING HOUSE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR AND SHED 't0 ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION t' BE REMOVE) FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOW"! ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DGSAFE" AT,1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE ! ' x'1 4RBPiI$CONTRACTOR TO VERIFY GRADES AND ELEVATIONS AS WELL AS STE CONDITIONS 1 X 3 �_ED�, T. EDROOM-p�JEtUNG� a,'%GCC rl o PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS 70 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. PARCEL IS IN FLOOD ZONE Al2, 8 (Al2-M.. 10) { 9. LOT IS SHOWN ON ASSESSORS MAP 21 AS PARCEL 35. PROPOSED tS.2 x'4 a 10. EXISTING SEPTIC/CESSPOOL(S).TO BE PUMPED AND REMOVED. D -BOX `, , OH -1 _ 9 j i.aJd%1 + " il. RE-ROUTE EXISTING WATERLINE AS SHOWN: PK NAIL� 3a.6 C.O. or A,',, ;�. y ELEVATION= 14.80' 8 t �0•� t3.� x t2.5 e. A ' NGVD A 14.8 0 VJMAZ�k Q$Q j g RE-ROUTE 9I }� oR�`1E er t�3`'ti° APPROVED BOARD "OF HEALTH EXISTING !` $` g C.P. i d,, c • .p , E WATERLINE Z f 13. TEP x Ta.O T /P I DATE AGENT WEST YARMOUTH, MA PROPOSED SEPTIC DESIGN RT 28 FOR PHIL CURRAN PROJECT LOCATION: LOT 1 B 26 WINDEMERE ROAD WEST YARMOUTH, MA 02673 ' I - -- - ' MILL.3 n -n" RD; CREEK ,:> ' ALDEN - RD. WESSTER RD. 3' SWEETSER ENGINEERING 235 GREAT WESTERN ROAD PO BOX 713 SOUTH DENNIS, MA 02860 1 i 2 wrNDFVERE off. X508-398-3922 . - ` ::, Lox, 808-398-31183 . DATE: 12-19-00 stmt 1"-20' LOCUS MAP : Re"sE0''01-03-01 doBNo. 5001-00' NOT TO SCALE R`E' D` 01-29-01 SHEET 1 OF.1' 11 ,- -� 2000 SWEETSER ENGINEERING # 1 I 3' I } I 1 i 1 i a ,- -� 2000 SWEETSER ENGINEERING #