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Home My WebLink About3 South West Drive - Sewage Disposal Design 2SOIL TEST PIT DATA NOT TO SCALE TEST PIT GRD. EL. 10.3 SHGW EL. 2.6 EL. 9.7 EL. 9.1 EL 7.7 EL 1.0 A LOAMY SAND 1OYR 3/2 E MEDIUM SAND 2.5Y 6/3 Bw LOAMY SAND 10YR 5/8 Cl MEDIUM SAND 2.5Y 7/3 v_ 7" EL 10.0 14" EL 11.2 31 " EL. 7.5 64" WATER LEVEL ADJUSTMENT PERCOLATON 92" TEST RANGE D 100" 12" MATERIALS 112" EL 1.2 DATE: 6/17/10 TEST BY; BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: < 2 MIN./INCH SOIL EVALUATOR: BRIAN YERGATIAN, P.E. SOIL CLASS: CLASS I L.T.M.: 0.74 GPD/S.F. TEST PIT GRD. EL. 10.2 SHGW EL. 2.6 A LOAMY SAND 10YR 3/2 E MEDIUM SAND 2.5Y 6/3 Bw LOAMY SAND 10YR 5/8 Cl MEDIUM SAND 2.5Y 7/3 -Z 91" 99" 108" SEASONAL HIGH GROUNDWATER ADJUSTMENT ESTIMATED -_ SEASONAL HIGH INDEX WELL GROUNDWATER y OBSERVED DEPTH ® INDEX WELL (5/10) GROUNDWATER WATER LEVEL ADJUSTMENT PERCOLATON 3" TEST RANGE D UNSUITABLE 12" MATERIALS 4" INVERT AT DIST. BOX (OUT) (TO BE REMOVED) 32" INVERTS AT LEACHING FACILITY: 91" 99" 108" SEASONAL HIGH GROUNDWATER ADJUSTMENT NOTES' DEPTH TO OBSERVED WATER 8.3 INDEX WELL MIW-29 WATER LEVEL RANGE ZONE A DEPTH ® INDEX WELL (5/10) 6.7 WATER LEVEL ADJUSTMENT 0.7 DEPTH TO ADJUSTED WATER 7.6 DATUM VERTICAL DATUM: N.G.V.D. BENCH MARK SET: NAIL SET IN UTILITY POLE ELEVATION 9.94 NGVD SYSTEM PROFILE NOT TO SCAIE 4" SCH. 40 PVC L-19 FT. S=0.02 SEP11C TANK NOTE: MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 4" SCH_ 40 PVC L=4 FT. S=0.02 FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' FINISH GRADE EL=10.0-10.5 4" PVC SCH 40 _ LEACHING FIELD - - - H 1=G I=F J 5 OUTLET D -sox 5.1' SEPARATION K EST. HIGH GROUNDWATER SCHEDULE OF ELEVATIONS NOTES' Oiler / 3 TOP OF FOUNDATION 13.50 A 4" INVERT AT BUILDING 9.38 B 4" INVERT AT SEPTIC TANK (IN) 9.00 C 4" INVERT AT SEPTIC TANK (OUT) 8.75 D 4" INVERT AT DIST. BOX (IN) 8.67 E 4" INVERT AT DIST. BOX (OUT) 8.50 F INVERTS AT LEACHING FACILITY: MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. 4" INV. AT BEGINNING OF LEACHING FIELD 8.35 G (BREAKOUT 8.8) 4" INV. AT END OF LEACHING FIELD 8.20 H ELEVATION AT BOTTOM OF LEACHING FIELD 7.70 J SEASONAL HIGH GROUNDWATER 2.6 K f/ I / I { / { PROPOSED WATER SEF�VICE �1 MAIN AND SERVICE 7b BE CONFIRMED WITH WATER DEPAPTMENT %vo U // -- Oyw / t SDUTI-1 /EST DRIV \ \ E ATE - 40'WIDE) ~' l ------ \ \ / ~ S3336'00"E 146,50' DETAIL (H-10) NOT TO SCALE REMOVABLE 3• 2" WALLS COVER 9-1/2" O O 2" _L- 13" 1 PROPOSED RESERVE AREA 20'x30' ! �t y I NOTES' Oiler / 3 BOTTOM ON LEVEL Pru EK�SO�G STABLE BASE 1. DIST. BOX TO WITHSTAND H-10 y�E 6" MINIMUM LOADING UNLESS UNDER PAVEMENT, f 3/4" TO DRIVES OR TRAVELED WAYS WHEREIN .. SECTION VIEW 1-1/2" H-20 LOADING SHALL APPLY. 4" PERFORATED CRUSHED STONE 2 PROVIDE INLET TEE OR BAFFLE WHERE / ti I SCH. 40 PVC PIPE MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN PUMPED SYSTEM. 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. 4. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. I5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. r 21" r 6. CONCRETE COVER SHALL BE RAISED TO PLAN VIEW WITHIN 6 INCHES OF FINISHED GRADE. inn t --`AI I r KI cl` PTlr TANIV (W-10) NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. MIN. 20" DIA. COVER, TYP. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 RAISE (2) TO WITHIN 6" OF FINISHED LOADING. GRADE USING SEWER BRICK AND 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION MORTAR AS NECESSARY SHALL BE WATERTIGHT. 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK 6" MAX COVER. �- 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 6. IF ANY PORTION OF THE GROUND SURFACE ABOVE TANK WILL BE SUBJECT TO VEHICLE LOADS, AN H -20r 4- SEPTIC TANK SHALL BE REQUIRED. } lo' -6" - 10,_0. 10" � •. 3" 4' IN. PRECAST SEPTIC TANK LIQUID DEPTH (SHOREY OR APPROVED EQUAL) - 4,_6" LOCATE a } INLET TEE UNDER COVER 90' ELBOW ON J a 5'-8" O - _ OUTLET TEE O 3" 3" a. . PLAN VIEW XA 6" MINIMUM CROSS-SECTION VIEW 3/4" TO 1 -1/2 - CRUSHED STONE -/ / ( LEACHING FIELD DETAIL / I NOT TO SCALE f! , MIN. 2% SLOPE ! OVER LEACHING FIELD { LAC 12" MIN. COVER \ \ GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR 2" PEASTONE LAYER i V / / � o , Oiler / 3 GENERAL NOTES: Pru a xs • 7,�, ,$: ,aMV. e,uy a.. k 15.000 AND YARMOUTH BOARD OF 4a/ 4 hF..Mia3 Ix f . . . • OF THE PROPOSED LEACHING FACILITY. .. 5 Q�� \ h 4" PERFORATED LIMITSPROPOSED FSE / ti I SCH. 40 PVC PIPE MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. o <� (TYP.) ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE 30' - \ arc, 100% MUST PASS #4 SIEVE d3 Q 0-20% MUST PASS #100 SIEVE \PROFILE 6. EXISTING UTILITIES WHERE SHOWN ON THE 0 DOES NOT GUARANTEE THEIR ACCURACY I : 9.0 THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, \ _ 3/4" TO 1-1/2" CHANGES REQUIRED, THE CONTRACTOR \ 7. THE CONTRACTOR SHALL BE RESPONSIBLE DOUBLE WASHED STONE PROPOSED CONSTRUCTION ACTIVITIES WITH \ COMPANIES, AND SHALL COMPLETE THE CONTAINING NO FINES INTERUPTIONS IN SERVICE. \_ 5' OVERDIG 82, SECTION 40 (1-888-344-7233) A I� START OF CONSTRUCTION. A. USE OF A GARBAGE GRINDER. o r�LO GRINDER AT THIS PROPERTY IS NOT N IL .1.,.'---zi--„,11.0 \ \ GEOTEXTILE FABRIC MAY BE SUBSTITUTED FOR 2" PEASTONE LAYER i V / / � o BREAKOUT PANEL 10.4 PROPOSED 1,500 GALLON I/ SEPTIC TANK PROPOSED 5 -OUTLET DISTRIBUTION BOX - EDGE OF 20' X 30' LEACHING FIELD 2" MIN. OF 1/8" TO 1/2" WASHED PEASTONE END CAP I (TYP.) LEVEL BOTTOM 4" MIN. LOAM AND SEED , Oiler / 3 GENERAL NOTES: Pru a xs • 7,�, ,$: ,aMV. e,uy a.. k 15.000 AND YARMOUTH BOARD OF 4a/ 4 hF..Mia3 Ix f . . . • OF THE PROPOSED LEACHING FACILITY. .. 5 V 4' V 4' 4 5 LIMITSPROPOSED FSE / ti I MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL 5' OVERDIIC AND REMOVAL OF ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE ! I S 100% MUST PASS #4 SIEVE d3 Q 0-20% MUST PASS #100 SIEVE ! a 6. EXISTING UTILITIES WHERE SHOWN ON THE 0 DOES NOT GUARANTEE THEIR ACCURACY I : 9.0 THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE _ DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR �PQS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. \_ 10.0 82, SECTION 40 (1-888-344-7233) A I� START OF CONSTRUCTION. A. USE OF A GARBAGE GRINDER. o r�LO GRINDER AT THIS PROPERTY IS NOT N IL .1.,.'---zi--„,11.0 9 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 Oc 2010 BSC Group, Inc. PLAN VIEW DESIGN FOR SEWAGE DISPOSAL d #3 SOUTH WEST DR. So. YARMOUTH 40.0' ! --- -► PROPOSED SHED \ 112 ACADEMY ROAD, #3 BRIGHTON, MA 02135 (1-617-610-8922) REPOSA.BILL@GMAIL. COM SCALE: 1' = 10 FEET COMP. DESIGN: B. YERGATIAN i6. DRAWN: K. HEALY LOCUS FILE NO. 49515-SEP.DWG PROPOSED 0 5 10 20 FT. \ BREAKOUT o GARAGEPANEL SLAB = 11.2 PROPOSED DWELLING T.O.F. = 13.5 CRAWL SPACE FLOOR SOUND SLAB = 10.5 0 BREAKOUT PANEL 10.4 PROPOSED 1,500 GALLON I/ SEPTIC TANK PROPOSED 5 -OUTLET DISTRIBUTION BOX - EDGE OF 20' X 30' LEACHING FIELD 2" MIN. OF 1/8" TO 1/2" WASHED PEASTONE END CAP I (TYP.) LEVEL BOTTOM 4" MIN. LOAM AND SEED p CROSS-SECTION DESIGN CALCULATIONS BENCHMARK: 1 NAIL SET IN uTTurY POLE. �� DESIGN FLOW ELEVATION 9.94 1 4 BEDROOMS 0 110 GPD/BDRM = 440 GPD REQUIRED SEPTIC TANK: 440 GALLONS X 200% = 880 GALLONS SEPTIC TANK PROVIDED = 1,500 GALLONS f SIZE OF LEACHING FACILITY REQUIRED: /j DESIGN PERC. RATE: <2 MIN/INCH (1 LONG TERM APPL. RATE: 0.74 GPD/S.F. s 440 GPD = 0.74 GPD/SF = 595 S.F. Pf SIZE OF LEACHING FACILITY PROVIDED. `t, USE LEACHING FIELD o' BOTTOM = 20' x 30' = 600 S.F 00 46� 600 S.F X 0.74 SF/GPD = 444 GPD VARIANCES REQUESTED NONE LOCUS INFORMATION 11.0 y CURRENT OWNER: WILLIAM REPOSA AND 0 0 �Q ` LINDA BYRNE PROPOSED DEC± 6 TITLE REFERENCE: CTF. 192453 16'x24' co 6o PLAN REFERENCE: LCP. 18413 ASSESSORS MAP: 25 PARCEL: 304 O': •` °'.1 ••. :,•: •:. ;.'.. '•:'•'..;.:.: '•: '•'•'r •'.: •'.. ZONING DISTRICT: R-25 30' (, :.:°.• - - " _. •'_'.: •'•'.'.•.•' :"•'• . r.•: : SETBACKS: FRONT 6' SIDE 20' S '-: ' REAR S f s _- s ! ( MINIMUM LOT SIZE: 25,000 S.F. S -s s�1 I EXISTING TOTAL LOT AREA: 11,875± S.F. s - / NITROGEN SENSITIVE s i s !•' / ZONE: NOT A ZONE If .:.:•I s FEMA FLOOD �--- s ::.� ZONE DISTRICT: "A9" ELEV 10 & "B" �? ['•'. :_•, OVERLAY DISTRICT: NONE 2.a Ue LOCUS MAP APPROVEDI OBSERVATION PORT / /r �NOT TO SCALE P ' cc J 1 < , Oiler / 3 GENERAL NOTES: Pru a xs • 7,�, ,$: ,aMV. e,uy a.. k 15.000 AND YARMOUTH BOARD OF 4a/ 4 hF..Mia3 Ix 3. THERE ARE NO KNOWN OR PROPOSED . . . • OF THE PROPOSED LEACHING FACILITY. .. 5 V 4' V 4' 4 5 p CROSS-SECTION DESIGN CALCULATIONS BENCHMARK: 1 NAIL SET IN uTTurY POLE. �� DESIGN FLOW ELEVATION 9.94 1 4 BEDROOMS 0 110 GPD/BDRM = 440 GPD REQUIRED SEPTIC TANK: 440 GALLONS X 200% = 880 GALLONS SEPTIC TANK PROVIDED = 1,500 GALLONS f SIZE OF LEACHING FACILITY REQUIRED: /j DESIGN PERC. RATE: <2 MIN/INCH (1 LONG TERM APPL. RATE: 0.74 GPD/S.F. s 440 GPD = 0.74 GPD/SF = 595 S.F. Pf SIZE OF LEACHING FACILITY PROVIDED. `t, USE LEACHING FIELD o' BOTTOM = 20' x 30' = 600 S.F 00 46� 600 S.F X 0.74 SF/GPD = 444 GPD VARIANCES REQUESTED NONE LOCUS INFORMATION 11.0 y CURRENT OWNER: WILLIAM REPOSA AND 0 0 �Q ` LINDA BYRNE PROPOSED DEC± 6 TITLE REFERENCE: CTF. 192453 16'x24' co 6o PLAN REFERENCE: LCP. 18413 ASSESSORS MAP: 25 PARCEL: 304 O': •` °'.1 ••. :,•: •:. ;.'.. '•:'•'..;.:.: '•: '•'•'r •'.: •'.. ZONING DISTRICT: R-25 30' (, :.:°.• - - " _. •'_'.: •'•'.'.•.•' :"•'• . r.•: : SETBACKS: FRONT 6' SIDE 20' S '-: ' REAR S f s _- s ! ( MINIMUM LOT SIZE: 25,000 S.F. S -s s�1 I EXISTING TOTAL LOT AREA: 11,875± S.F. s - / NITROGEN SENSITIVE s i s !•' / ZONE: NOT A ZONE If .:.:•I s FEMA FLOOD �--- s ::.� ZONE DISTRICT: "A9" ELEV 10 & "B" �? ['•'. :_•, OVERLAY DISTRICT: NONE 2.a Ue LOCUS MAP APPROVEDI OBSERVATION PORT / /r �NOT TO SCALE P ' cc J 1 < REVISIONS NO. DATE DESCRIPTION Oiler / 3 GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE a xs DWELLING & SEWAGE DISPOSAL FACIUTY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 28 LIMITSPROPOSED FSE / ti I MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL 5' OVERDIIC AND REMOVAL OF ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE UNSUITABLE MATERIALS 100% MUST PASS #4 SIEVE CRONCRETE 7.0' 0-20% MUST PASS #100 SIEVE 0-59" MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE 0 DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES BOUND FOUND ON LINE � A THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE z DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR �PQS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. a DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A I� START OF CONSTRUCTION. A. USE OF A GARBAGE GRINDER. o r�LO GRINDER AT THIS PROPERTY IS NOT N IL 9 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 Oc 2010 BSC Group, Inc. PLAN VIEW DESIGN FOR SEWAGE DISPOSAL SYSTEM #3 SOUTH WEST DR. So. YARMOUTH MASSACHUSETTS PREPARED FOR: PROPOSED SHED \ 112 ACADEMY ROAD, #3 BRIGHTON, MA 02135 (1-617-610-8922) REPOSA.BILL@GMAIL. COM SCALE: 1' = 10 FEET COMP. DESIGN: B. YERGATIAN / 8'x12' - -` _ DRAWN: K. HEALY LOCUS FILE NO. 49515-SEP.DWG DWG NO. 6011-01 0 5 10 20 FT. JOB N0. 4-9515.00 / SOUTH SHORE DR. NANTUCKET SOUND REVISIONS NO. DATE DESCRIPTION 1 9/20/10 NEW HOUSE GENERAL NOTES: 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE DWELLING & SEWAGE DISPOSAL FACIUTY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND YARMOUTH BOARD OF HEALTH REGULATIONS. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE MATERIALS. 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100% MUST PASS #4 SIEVE 10% MUST PASS #50 SIEVE 0-20% MUST PASS #100 SIEVE 0-59" MUST PASS #200 SIEVE 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. S. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). 9 BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 Oc 2010 BSC Group, Inc. PROJECT TITLE: DESIGN FOR SEWAGE DISPOSAL SYSTEM #3 SOUTH WEST DR. So. YARMOUTH MASSACHUSETTS PREPARED FOR: Mr. BILL REPOSA 112 ACADEMY ROAD, #3 BRIGHTON, MA 02135 (1-617-610-8922) REPOSA.BILL@GMAIL. COM DATE: JUNE 27, 2010 COMP. DESIGN: B. YERGATIAN CHECK: K. HEALY DRAWN: K. HEALY FIELD: P. HAGIST FILE NO. 49515-SEP.DWG DWG NO. 6011-01 SHEET 1 OF 1 JOB N0. 4-9515.00