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Home My WebLink About891 Route 28 Proposed Septic Design 31 fTOn G' FOU+:.ATIO'r D HORIZ 20 FT. MINIMUM FROM CELLAR 10 FT, MIN!MUM AO FT. MINIMUM FROM SLAB OR CRAWL SPACE ELEV. -99.50: 0-11 A CONCRETE COVERS 4' SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. 1OYR5/3 -T ROOTS 3.OD 8 4" CAST IRON PIPE A�. M ROOTS (CR E(YUAL) MINIMUM Cl MEDIUM SAND 2.5Y8/1 ' PITCH 1/4" PER FT. _..t 0-9 - FILL FLOW LINE i ELEv. .• 55.50 -T10' N. , ECFV. - 94.75 LEVEL ELEV, _a�•00_ GAS ELEV. + 94.50 6" SUMP ELEV. _ _54.33 BAFFLE DISTF�IDunm ELEV - LI�!)1C OUTLET a:.-:.. u �0_J 1 14�IN' HES (TO BE PLACED ON FIRM BASE) TO BE EORSTESTED 5 Fc.ET 19 INCHES .p P' ^ r 1 IF MCRE THAN ONE OUTLET 6 F Fi 24 INCHSS 500 GAII-1_01 . 7 FrET 29 INCH S �" -� (TO BE PLACED ON FIRM EASE) E Ft.- E_ 34 INCH --S SEPTIC f AKII'�: J _ 3/4" TO 1 1/Y CLEAN DOUC-LE WASHED STONE FREE OF FINES d• SILT S'7V!l,G7 D'f5c 0S/1,► SYST1171 t'o 0M E NOT TO SALE SOIL TEST CLEAN SAND DATE OF SOIL TEST APRIL 24,•;001 " SOIL TEST DONE BY 0111S31 N�iNF�RING 1 LOAM AND SEED'WITNESSED BY @_Ss15!@PHS OBSERVATION HOLE 1 ELEV. 97.50 A 2' LAYER of OBSERVATION HOE 2 -ELEV.-. 97.90 PERCOLATION RATE MIN./INCH AT 54 INCHES PERCOLATION -5-2-RATE 1/8' TO 1/2' )7.50 MAX. WASHED STONE 1 X MIN. NOTTREQUIRED _z_ 1 CU. FT. OF CONCRETE 94.50 'o ANCHOR L I• 10 ELEV. + 93.17 C HIGH CAPACITY INFILTRATORS WITH � � STONE IN AN - •L ` ' 8' X 10TRENCH FORMATION 0 Ln 5.27 11' X 4 ' Rt C DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-11 A LOAMY SAND 1OYR5/3 NO ROOTS 11-24 8 LOAMY SAND 2,5Y7/4. ROOTS 24-132 Cl MEDIUM SAND 2.5Y8/1 ' SO:L a�5CiJ0t' IiO V WELL_ 1iY / x 98.7 �s s ZONE 98.6. 9�¢ WATER ENCOUNTERED AT 126'_ ELEV. S i:-. A7.o0NO WATER ENCOUNTER DAT - 12t'_ ELEV:.- 87-40 �,�►TEM {SAS) INDEX 7.1 1 ADJUST 0.9 �•9 n LISTS PROBABLE WATER TABLE ELEV. .-@LB.Q_i a sg LEVET. DESIGN CALCULATIONS OBSERVED NATER TABLE (4/24/01) ELEV. - _6L04_ \ Sq EXISTING SPOT ELEVATION: '00 0 NUMBER OF BEDROOMS BOTTOM OF TEST HOLE ELEV. -, _�F �Q_ I g �Q 98.9 EXISTING CONTOUR ----DO---- GARBAGE- DISPOSAL UNIT �tS- , 111 FINAL SPOT ELEVATION, TOTAL ESTIMATED FLOW FINAL CONTOUR ` J 1 y ( 110 CAL•/8R R./DAY X ` ` B'?.)4_ CAL/DAY . SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY , Ep4_ GAL UTILITY POLE -p- ACTUAL SIZE OF SEPTIC TANK 1, GAL. ( > ". y%< TOWN WATER ++W \ SOIL CLASSIFICATION i \\ \\ -5 CATCH BASIN - Vel DESIGN PERCOLATION RATE "' ',5 MIN /!N. . ' t 9 GAS UNE -. EFFLUENT LOADING CLEAN OUT C LEACHING AREA RATE' �4 CAL/DAY/S.F. \. SO. FT. _ CESSPOOL C.P.O 01X48)+(59=10/12) LEACHING CAPACITY (AREA X ATE) AIM GAL/DAY -Oz AOSA i� i O� C2C:33 X 0,74 REFINE LEACHING CAPACITY, 4 R x3,4a 'GAL./DAY - RE \ NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ✓y 5 N S i TITLE 5 AND THE TOWN OF GT!Vlllt ..`_-RULES AND REGULATIONS FOR THE SUBSU FACE DISPOSAL OF SEWAGE. 8` / �I7 X 9� �\ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 9 l .8 \1 WITHIN 6 OF FINISHED GRADE. i tea• / 6' \ �S�p\ 3. ALL COMPONENTS OF THE SAN TARY SYSTEM SHALL BE CAPABLE OF . WITHSTANDING H-10 LOADING WNLESS THEY ARE UNDER OR WITHIN k °� �` 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE k2• \ \� - USED UNDER OR WITHIN 10 FL OF DRIVES OR PARKING AREAS. ' 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 9.2/ 98.3 DL AREA 98.7 ` BE MORTARED IN PLACE, It 5. NO DETERMINATION HAS BEEN VADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS. TO 1 g0• 2 00 GAL ON OBTAIN SUCH DETERMINATION ROM APPROPRIATE AUTHORITY„ D E 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR I J - IS TO CALL "DIG -SAFE' AT 1- 88-344-7233 AT LEAST 72 HOURS 1500 ALLON x� PRIOR TO COMMENCING WORK N SITE. PTIC TANK 98.6 SEPTI TANK 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ` / 99.0, / 11 SITE CONDITIONS PRIOR TO CO, MENCINC WORK ON SITE, ANY VARIATION I IS TO BE BROUGHT TO THEA NTION OF THE DESIGN ENGINEER J 99 182 \\\ IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE tt C ` / 9. LOT IS SHOWN ON ASSESSORS MAP 41 X 98.4-- .. - \\\ - _ AS PARCEL 47 qq' ' 98 6 a �\li ESEa� � � yg1 R \6� ^U�' 151'\ / lP•p0. , / - \ \ �\ 7 7 x 98.1 G 98.6x 98.5 � 10'741 .. 2 0c X 98.0 nY 0 r L t i i GG h u ' 97.6�_�,.. U Q 199.2 099.2 ,CTL; J X8.5 W 3500 GALLON X 99.4 y7 c 099.2 SEPTIC TANK 99.2 /'. 20 A 12 ✓ /- - 00 GALLON SEPTIC TANK 98.7 2500 GALLON AREA' 98.3 PUMP CHAMBER GRAS 98.6 SEPTIC CO _ _ C 98.0 1 8.5 v cF 1 /SOIL 98.3 A o� J. t EST 2 S ARE 8.5 V _ 98.1 RAS X 98.7 1 / G 5'S 8.0 �� J�war'uaa'� APPROVED: B , �F s ARD DF . HEALTH - T A. [/. No 610x1 o. MANHOLE COVER it ,L�o DATE AGENT za` ELEV. + 98.04 YYY i c 0P (ASSUMED)`riARI"N y8.3 PROPOSED SEPTIC DESIGN, AND OVERALL SCFii DEVELOPIT_ FOR BASS RIVE h�OT'EL LLLC VESI BUILDING EAST BUILDING opo NUMBER OF DES NOOOV CALCULATIONS 10, NUMBER DESIGN EM CALCULATIONS ONE OFFICE Ro��E 2B WILLOW PROJECT LOCATION ' OUTE 28 GARBAGE DISPOSAL UNIT Iv_0 GARBAGE DISPOSAL UNIT NO' SOUTH t 1O� Tt@7psr TOTAL ESTIMATE[ FLOW TOTAL ESTIMATED FLOW v j+�+ I V 113 P ( 110 GAL Ir!-,- DAY X - ID SR.) 1140_ CAL./DAY ( 110 CAL^/8R./DAY X 19 En.) + 200 _75" GAL/DAYREQUIRE� ACTUAL S!ZE OF FIRS Y EPP0 tTANK 2''D - n �_ GAL. REQUIRED SEPTIC TANK CAPACITY _3040_ GAL D GAL ACTUAL SIZE OF FIRST SEPTIC TANK : _3500 GAL z t'l' o ACTUAL SIZE OF SECOND SEPTIC TANK �1_"i_ CAL ACTUAL SIZE OF SECOND SEPTIC TANK kO GAL � 235 GREAT WEST RN ROAD '( SOIL CLASSIFlCATON - - --- �J_ SOIL CLASSIFICATION 1_ b08- P. 0. OX 713 DESIGN PERCOLAIO"! RATE � i g y Z$� MIN./N. DESIGN PERCOLATION RATE 5_4_ MIN./IN. Lo= O 398-3922 SOUTH DE NIS MASS, y EFFLUENT LOADING RATE _4.74_ GAL./DAY/S.F, EFFLUENT LOADING RATE 02660 4 LEACHING AREA -2240 GAL /OAY/S.F. �r. �� S0. FT. LEACHING AREA �2Gr�•QOSO. 17. (30Y.50) 2 X (22 X 50) DATE SCALE �' = i s LEACHING CAPACTY (AREA X RATE) lVIDM GALJDAY LEACHING CAPACITY (AREA X RATE) 1,2'.44GAL/DAY AUG. 24, 2001 ^ 200 p 1500 X 0,14 2200.00 X 0.74 Y RESERVE LEACHING CAPACITY 1114.44 GAL./DAY RESERVE LEACHING CAPACITY MOM GAL/DAY REV.I OCT. 18, 2001 JOB,rro. 5093-00 p 6 LOCATION MAP REv. DEC. 31, 2001 SHEET 1 or 1 1 T 02001 SWEETSER ENGINEERING r MIN./INCH iN C HORIZON :: DEPTH HORIZ TEX URE COLOR MOTT. OTHER 0-9 - FILL i 9-19 A ^= LOAMY SAND 10YR5/3 NO ROOTS i 3 19-27 B ,' LOAMY SAND 10YR6/6 ROOTS 27-126 C1 MEDIUM SAND 10YRS/1 I I SO:L a�5CiJ0t' IiO V WELL_ 1iY / x 98.7 �s s ZONE 98.6. 9�¢ WATER ENCOUNTERED AT 126'_ ELEV. S i:-. A7.o0NO WATER ENCOUNTER DAT - 12t'_ ELEV:.- 87-40 �,�►TEM {SAS) INDEX 7.1 1 ADJUST 0.9 �•9 n LISTS PROBABLE WATER TABLE ELEV. .-@LB.Q_i a sg LEVET. DESIGN CALCULATIONS OBSERVED NATER TABLE (4/24/01) ELEV. - _6L04_ \ Sq EXISTING SPOT ELEVATION: '00 0 NUMBER OF BEDROOMS BOTTOM OF TEST HOLE ELEV. -, _�F �Q_ I g �Q 98.9 EXISTING CONTOUR ----DO---- GARBAGE- DISPOSAL UNIT �tS- , 111 FINAL SPOT ELEVATION, TOTAL ESTIMATED FLOW FINAL CONTOUR ` J 1 y ( 110 CAL•/8R R./DAY X ` ` B'?.)4_ CAL/DAY . SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY , Ep4_ GAL UTILITY POLE -p- ACTUAL SIZE OF SEPTIC TANK 1, GAL. ( > ". y%< TOWN WATER ++W \ SOIL CLASSIFICATION i \\ \\ -5 CATCH BASIN - Vel DESIGN PERCOLATION RATE "' ',5 MIN /!N. . ' t 9 GAS UNE -. EFFLUENT LOADING CLEAN OUT C LEACHING AREA RATE' �4 CAL/DAY/S.F. \. SO. FT. _ CESSPOOL C.P.O 01X48)+(59=10/12) LEACHING CAPACITY (AREA X ATE) AIM GAL/DAY -Oz AOSA i� i O� C2C:33 X 0,74 REFINE LEACHING CAPACITY, 4 R x3,4a 'GAL./DAY - RE \ NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ✓y 5 N S i TITLE 5 AND THE TOWN OF GT!Vlllt ..`_-RULES AND REGULATIONS FOR THE SUBSU FACE DISPOSAL OF SEWAGE. 8` / �I7 X 9� �\ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 9 l .8 \1 WITHIN 6 OF FINISHED GRADE. i tea• / 6' \ �S�p\ 3. ALL COMPONENTS OF THE SAN TARY SYSTEM SHALL BE CAPABLE OF . WITHSTANDING H-10 LOADING WNLESS THEY ARE UNDER OR WITHIN k °� �` 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE k2• \ \� - USED UNDER OR WITHIN 10 FL OF DRIVES OR PARKING AREAS. ' 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 9.2/ 98.3 DL AREA 98.7 ` BE MORTARED IN PLACE, It 5. NO DETERMINATION HAS BEEN VADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS. TO 1 g0• 2 00 GAL ON OBTAIN SUCH DETERMINATION ROM APPROPRIATE AUTHORITY„ D E 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR I J - IS TO CALL "DIG -SAFE' AT 1- 88-344-7233 AT LEAST 72 HOURS 1500 ALLON x� PRIOR TO COMMENCING WORK N SITE. PTIC TANK 98.6 SEPTI TANK 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ` / 99.0, / 11 SITE CONDITIONS PRIOR TO CO, MENCINC WORK ON SITE, ANY VARIATION I IS TO BE BROUGHT TO THEA NTION OF THE DESIGN ENGINEER J 99 182 \\\ IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE tt C ` / 9. LOT IS SHOWN ON ASSESSORS MAP 41 X 98.4-- .. - \\\ - _ AS PARCEL 47 qq' ' 98 6 a �\li ESEa� � � yg1 R \6� ^U�' 151'\ / lP•p0. , / - \ \ �\ 7 7 x 98.1 G 98.6x 98.5 � 10'741 .. 2 0c X 98.0 nY 0 r L t i i GG h u ' 97.6�_�,.. U Q 199.2 099.2 ,CTL; J X8.5 W 3500 GALLON X 99.4 y7 c 099.2 SEPTIC TANK 99.2 /'. 20 A 12 ✓ /- - 00 GALLON SEPTIC TANK 98.7 2500 GALLON AREA' 98.3 PUMP CHAMBER GRAS 98.6 SEPTIC CO _ _ C 98.0 1 8.5 v cF 1 /SOIL 98.3 A o� J. t EST 2 S ARE 8.5 V _ 98.1 RAS X 98.7 1 / G 5'S 8.0 �� J�war'uaa'� APPROVED: B , �F s ARD DF . HEALTH - T A. [/. No 610x1 o. MANHOLE COVER it ,L�o DATE AGENT za` ELEV. + 98.04 YYY i c 0P (ASSUMED)`riARI"N y8.3 PROPOSED SEPTIC DESIGN, AND OVERALL SCFii DEVELOPIT_ FOR BASS RIVE h�OT'EL LLLC VESI BUILDING EAST BUILDING opo NUMBER OF DES NOOOV CALCULATIONS 10, NUMBER DESIGN EM CALCULATIONS ONE OFFICE Ro��E 2B WILLOW PROJECT LOCATION ' OUTE 28 GARBAGE DISPOSAL UNIT Iv_0 GARBAGE DISPOSAL UNIT NO' SOUTH t 1O� Tt@7psr TOTAL ESTIMATE[ FLOW TOTAL ESTIMATED FLOW v j+�+ I V 113 P ( 110 GAL Ir!-,- DAY X - ID SR.) 1140_ CAL./DAY ( 110 CAL^/8R./DAY X 19 En.) + 200 _75" GAL/DAYREQUIRE� ACTUAL S!ZE OF FIRS Y EPP0 tTANK 2''D - n �_ GAL. REQUIRED SEPTIC TANK CAPACITY _3040_ GAL D GAL ACTUAL SIZE OF FIRST SEPTIC TANK : _3500 GAL z t'l' o ACTUAL SIZE OF SECOND SEPTIC TANK �1_"i_ CAL ACTUAL SIZE OF SECOND SEPTIC TANK kO GAL � 235 GREAT WEST RN ROAD '( SOIL CLASSIFlCATON - - --- �J_ SOIL CLASSIFICATION 1_ b08- P. 0. OX 713 DESIGN PERCOLAIO"! RATE � i g y Z$� MIN./N. DESIGN PERCOLATION RATE 5_4_ MIN./IN. Lo= O 398-3922 SOUTH DE NIS MASS, y EFFLUENT LOADING RATE _4.74_ GAL./DAY/S.F, EFFLUENT LOADING RATE 02660 4 LEACHING AREA -2240 GAL /OAY/S.F. �r. �� S0. FT. LEACHING AREA �2Gr�•QOSO. 17. (30Y.50) 2 X (22 X 50) DATE SCALE �' = i s LEACHING CAPACTY (AREA X RATE) lVIDM GALJDAY LEACHING CAPACITY (AREA X RATE) 1,2'.44GAL/DAY AUG. 24, 2001 ^ 200 p 1500 X 0,14 2200.00 X 0.74 Y RESERVE LEACHING CAPACITY 1114.44 GAL./DAY RESERVE LEACHING CAPACITY MOM GAL/DAY REV.I OCT. 18, 2001 JOB,rro. 5093-00 p 6 LOCATION MAP REv. DEC. 31, 2001 SHEET 1 or 1 1 T 02001 SWEETSER ENGINEERING r