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Home My WebLink About65 Rita Ave - Sewage Disposal Plan. .. a A-1....... �.... ...�... .... ,.. -x�. d...:.. -.z ..... ...v .. .:-..sn^r-y.�S- e.. "v✓x-�«. .v. ..x.. - �4..rr _ _ _ _ _.-. t FF tom.• L -LOAMY SAND 2. YR 4/1, 7• 100MR SAND,' EL = 97.7 18" 72" FINE ED. 'SAND �Y 6/16' MED./FINE $AND 2.5Y 7/3 ICC" 0-A• LOAMY.. SAND 2.5Y "4 1 ; LOADi 6/66 EL = 97.0 MED SAND 2.5Y 6/3 FINE SAND 2.5Y 6/2 FINE/MED. AND 2.5Y 7/3 TRAVELED WAYS, WHEREIN H-20 LOADING 5 UNITS 0 i �....ti q....r�.:: 2 -PVC 1. DIST. BOX TO WITHSTAND H-10 LOADING o HIGH DENSITY a° 50" 10' SHALLP APPLY. TI� UNLESS UNDER PAVEMENT, DRIVES OR 4 PVC" o° POLYETHYLENE INFILTRATOR 3050 ° 80 HIGH GROUNDWATER COMPUTATION 3• ALL PIE CON Ec ONS Arra CONCRETE t TRAVELED WAYS WHEREIN H-20 LOADING PIPE 1 CONSTRUCTION SHALL BE WATERTIGHT. 2-24' DIA CONCRETE MANHOLES a° 0 0 0 0 0 0 0 0 0 0° BASED ON TP#2 W/ METAL HANDLES BROUGHT �- 15• SHALL APPLY. L0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. FILL ALL UNUSED KNOCKOUTS WITH TOO 6' OF FINISH GRADE o 00 0 0 00 0 0 0 0 0 0 0 0 0 0 8 2, PROVIDE INLET TEE OR BAFFLE WHERE ' 30" DEPTH TO WATER(OR BOT, OF HOLE) 14.0 MORTAR.- 6- .- 5,5' OUTLETS i 40 TEE TO BE UNDER L SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR INDEX WELL �Iw-230 _ PLAN VIEW -LEACHING CHAMBERS M.H. OPENING 12' MINCOVER. �... WATER LEVEL RANGE ZONE C_ 3 �`a�a�' �'' �� ab�atQ<° T IN PUMPED SYSTEM. �- CURRENT DEPTHQINDEX wELL(9/O70)�¢,y� RAISE M.H WCL... r 4' 2- 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOTTOM ON LEVET. LOAM dt SEED DISTURBED AREAS WATER LEVEL ADJUSTMENT 4.7 101-6 SEWER BRICK STABLE BASE 6- MIN. 3/4" TO BOX TO BE LAID LEVEL. " 711717771111 DEPTH TO ADJUSTED HIGH WATER -� i �� =• ::: 1 1/2" CRUSHED , 78 9'3 �- 10 -D'1 &MORTAR a CROSS-SECTION 4, ALL PIPE CONNECTIONS AND CONCRETE NORMAL WATER LEVEL 12 STONE BASE 3 MAX. C MFACTED FILL 36" MAXIMUM 0 0MINIM M .• .. CONSTRUCTION SHALL BE WATERTIGHT. 3 0 00 00 PRECAST SEPTIC TANK � 10" 14' !! ° ° ° ° ppO° 000 000 0° ° 3" LAYER 96" INLET TEE :R 4'-9' C 5-2 -2• 4-6* e i 5 -4- - 4'-0' MIN. 15 in. 5._8" LIQUID DEPTH 90' 804) ON e - •ET TEE GAS OONTROL) °.- INDICATES •cn- _ Q_ OBSERVED � � .!i.-_ ..: -: :•: 'i:!., �!a-:- ::i 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° O CO HIGH 000 O " g DENSITY 30 O O OO POLYETHYLENE 00 O O EFFEC. CbO 0 INFILTRATOR 3054 8 0� 0 I DEP 0 0 LEACHING 0 0 1 CHAMBER O 23 35" / 50" 35" 3/4- - I t/2" WASHED STONE EL = 86.2 EL = 85.5 ; "" - GROUND WAtER ha BOTTOM ON LEVEL STABLE BASE DATE: DATE: INDICATES PLAN VIEW s' MIN. 3/4' TO �cir�Nsa �`IatC� 7 t/ 10/23/01 10/23/01 ESTIMATED t 1/2* STONE CROSS-SECTION VIEW PLAN vlEw CROSS-SECTION OFCHAMBER TEST BY: TEST BY: - SEASONAL HGH THE BSC GROUP, INC. THE BSC .GROUP, INC. GROUND WA?ER /� WITNESSED BY: WITNESSED BY: BENHMAINDICATES - HYDCTAGRBOLT DESIGN CRITERIA. CHARLOTTE STRIEFEL CHARLOTTE STRIFEL PERC. EL 101.71 PERC. RATE: PERC. RATE: TEST ASSUMED IDESIGN FLOW: <2_MIN,/INCH2 MIN./INCH INDICATES 4 . BEDROOMS AT 110 G,P.B./D 440 G.P.D. ` . SOIL EVALUATOR SOIL EVALUATOREl CRAIG FIELD CRAIG FIELD UNSUITABLE. MATERIAL ' SOIL CLASS: SOIL CLASS:LOT 47 �c 99.4 (REQUIRED SEPTIC TANK: N/F 440 X 200% = 880 'GAL. MAR 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. MAP 89GERS SEPTIC TANK PROVIDED; = -1�` L��zAL. " PARCEL 164 SIZE OF LEACHING FACILITY REQUIRED: DATUM. IF DESIGN PERC. RATE: <2 MIN./ INCH VERTICAL DATUM: ASSUMED 1 1 LONG TERM APPL. RATE 0.74G.P.D/S.F. BENCH MARK SET: HYDRANT TAG BOLT EL. 101.71 440 GPD +. 0.74 GPD/SF " = 595 S,F. - LOT 20 PROFILE. NOT TO SCALEN/F 100•p0 1 i SIZE OF LEACHING FACILITY PROVIDED: 1 = BRIAN J. HAVES N 79752 EL- A 0 E � USE HIGH DENSITY POLYETHYLENE FIRST PIPE LENGTH MAP 89 LEACHING GHAMBERSCS UNITS) 10 X2'X40' TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL I 99.4 EL 102.0! 6" OF FINISHED GRADE. FOR MIN. 2' PARCEL 169 FINISH GRADE -99.2-98.7 MIN To I ' AD INCE • SIDEWALL 2(10'+40') X 2' = 200 40 PVC SCH 40 BOTTOM = 10' X 40' _ `400 LOT 46 N� j(�, SCH 4' PVC SCH LEACHING CHAMBER I ' 600S,F. X g$�� 10.0' B.O CATHERINE E MULLEN t ` ISD I -G MP 89 �� 1 i 600 S,F x 0.74 GPD/SF = 444 GPD H $ PARCEL 163 1_C ISE 98 i I9,000tS.F. 0 99.8 t 444 GPD PROVIDED > 440 REQUITRED 5 OUTLET I=F / 100• DIST. BOX 5' SEPARATION -b / SEPTIC TANK EST. HIGH GROUNDWATER o TP101.8 26.0 t r ` / 1 f. PROPOSED o 1 INVERT ELEVATIONS: / o z 1 ` LOCUS INFORMATION i DRIVEWAY _ O J TOP OF FOUNDATION 103.0 A / PROPOSED CURRENT OWNER: CATHERINE E. MULLEN GARAGE P 4" INVERT AT -BUILDING 98.20 B / SLAB EL 102.3 o t TITLE REFERENCE: BOOK 1406, PAGE 938 4 INVERT AT SEPTIC_ TANK ,(IN) 97.90 C Tn PLAN REFERENCE: BOOK 122, PAGE 15 4" INVERT AT SEPTIC TANK (OUT) 97.65 D l / ! $ l ASSESSORS MAP: 89 4" INVERT AT DIST. BOX (IN) 97.57 E j 11 x o _ t PARCEL: 163 4" INVERT AT DIST.: BOX (OUT) 97.4 F ` - ` ZONING DISTRICT: R-40 , Z I o 31.9' 1 0.0' SETBACKS FRONT 30 99.9 SIDE 20 o / INVERTS AT LEACHING FACILITY: 1500' LOT 21 0 10.0/ Q GALLON o o 1 REAR 20 4"• INVERT AT BEGINNING N : / TANK 1 ` MINIMUM LOT SIZE. 40, 000 S.F. " PROPOSED / X 100.7 j • OF LEACHING CHAMBER 97.2 G STEPHEN W. TAYLOR / 4 PVC 4 BEDROOM J MAP 89 D. 40 rn ` OVERLAY DISTRICT: NOT IN A ZONE II DISTRICT • � 1 ELEVATION AT BOTTOM PARCEL 170 / 'BOX 510'w) DWELUNG oSEO J m o H / ( TOP OF END- PROP W o FEMA FLOOD OF LEACHING CHAMBER 95.2 ' I; M $ / ELEV. 03.0' WN? WATER IiNE fi ZONE DISTRICT: "C" PANEL 250015 0004 C o I v 1 O c DATED JUNE 17, 1986 �XHOFYAd� ,O ➢ ' NO GROUNDWATER ;q / ` CPAIOA LOCUS PLAN' NO SCALE S o OBSERVED 90.2 J �,� FI No. 9&739 p O y cn CL 20 2 TP# 101.8 i Z 101.0 .i a• a� �� 20.0' ' IP EXIT 8 N VARIANCES REQUESTED. � ��( . x s 100.8 X 1 HIGH POINT IN ROAD UP , 100.4' LOCUS CRISPIN 1 L NONE awt No.34112 W 100.00 7d • 10.0' g 79"5'20 ' 6 99.3 t I ,A � ��02 od 9 10 W. LOT 45 N/F .: L t*1 CATHERINE E. MULLEN PLAN VIEW 1 o L T 22 p MAP 79 - REGIONAL AVE a � p Ln N/F PARCEL 53 SCALE: 1' 10 FEET �C 100.0 GRATTON AVE m JOYCE C.:VERNAVA MAP 79 n0 5 10 20 FT. PARCEL 30 i >tEVISIONS • 10 23/01 SOIL TEST PIT DATA. / ` SEPTIC TANK DETAIL. 1,500 GALLON DISTRIBUTION BOX DETAIL. NOT TO SCALE LEACHING DETAIL. NOT TOSCALE , ..,. 2. ALL CONSTRUCTION METHODS AND, NOT TO 'SCALE - N0. OF OUTLETS 51, I 37.5' 3. ALL PIPES LOCATED UNDER PAVEMENT TEST PIT #1 TEST PIT #2 NOTES. t SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON. FINISHED GRADE LOCATED WITHIN 150 FT. OF THE oo 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE C ' GRD. EL 99.2 GRD. EL 99.5 REINFORCED CONCRETE ' , SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. OR OTHER CLEAN GRANULAR SOILS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a ° SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE I EST, HIGH GW: N A EST. HIGH GW. 90.2 TEES TO BE CENTERED UNDER MANHOLE COVER. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT DRIVES OR REMOVABLE 2' WALLS COVER { NOTES o o 0 T 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. L -LOAMY SAND 2. YR 4/1, 7• 100MR SAND,' EL = 97.7 18" 72" FINE ED. 'SAND �Y 6/16' MED./FINE $AND 2.5Y 7/3 ICC" 0-A• LOAMY.. SAND 2.5Y "4 1 ; LOADi 6/66 EL = 97.0 MED SAND 2.5Y 6/3 FINE SAND 2.5Y 6/2 FINE/MED. AND 2.5Y 7/3 TRAVELED WAYS, WHEREIN H-20 LOADING 5 UNITS 0 i �....ti q....r�.:: 2 -PVC 1. DIST. BOX TO WITHSTAND H-10 LOADING o HIGH DENSITY a° 50" 10' SHALLP APPLY. TI� UNLESS UNDER PAVEMENT, DRIVES OR 4 PVC" o° POLYETHYLENE INFILTRATOR 3050 ° 80 HIGH GROUNDWATER COMPUTATION 3• ALL PIE CON Ec ONS Arra CONCRETE t TRAVELED WAYS WHEREIN H-20 LOADING PIPE 1 CONSTRUCTION SHALL BE WATERTIGHT. 2-24' DIA CONCRETE MANHOLES a° 0 0 0 0 0 0 0 0 0 0° BASED ON TP#2 W/ METAL HANDLES BROUGHT �- 15• SHALL APPLY. L0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. FILL ALL UNUSED KNOCKOUTS WITH TOO 6' OF FINISH GRADE o 00 0 0 00 0 0 0 0 0 0 0 0 0 0 8 2, PROVIDE INLET TEE OR BAFFLE WHERE ' 30" DEPTH TO WATER(OR BOT, OF HOLE) 14.0 MORTAR.- 6- .- 5,5' OUTLETS i 40 TEE TO BE UNDER L SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR INDEX WELL �Iw-230 _ PLAN VIEW -LEACHING CHAMBERS M.H. OPENING 12' MINCOVER. �... WATER LEVEL RANGE ZONE C_ 3 �`a�a�' �'' �� ab�atQ<° T IN PUMPED SYSTEM. �- CURRENT DEPTHQINDEX wELL(9/O70)�¢,y� RAISE M.H WCL... r 4' 2- 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOTTOM ON LEVET. LOAM dt SEED DISTURBED AREAS WATER LEVEL ADJUSTMENT 4.7 101-6 SEWER BRICK STABLE BASE 6- MIN. 3/4" TO BOX TO BE LAID LEVEL. " 711717771111 DEPTH TO ADJUSTED HIGH WATER -� i �� =• ::: 1 1/2" CRUSHED , 78 9'3 �- 10 -D'1 &MORTAR a CROSS-SECTION 4, ALL PIPE CONNECTIONS AND CONCRETE NORMAL WATER LEVEL 12 STONE BASE 3 MAX. C MFACTED FILL 36" MAXIMUM 0 0MINIM M .• .. CONSTRUCTION SHALL BE WATERTIGHT. 3 0 00 00 PRECAST SEPTIC TANK � 10" 14' !! ° ° ° ° ppO° 000 000 0° ° 3" LAYER 96" INLET TEE :R 4'-9' C 5-2 -2• 4-6* e i 5 -4- - 4'-0' MIN. 15 in. 5._8" LIQUID DEPTH 90' 804) ON e - •ET TEE GAS OONTROL) °.- INDICATES •cn- _ Q_ OBSERVED � � .!i.-_ ..: -: :•: 'i:!., �!a-:- ::i 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° O CO HIGH 000 O " g DENSITY 30 O O OO POLYETHYLENE 00 O O EFFEC. CbO 0 INFILTRATOR 3054 8 0� 0 I DEP 0 0 LEACHING 0 0 1 CHAMBER O 23 35" / 50" 35" 3/4- - I t/2" WASHED STONE EL = 86.2 EL = 85.5 ; "" - GROUND WAtER ha BOTTOM ON LEVEL STABLE BASE DATE: DATE: INDICATES PLAN VIEW s' MIN. 3/4' TO �cir�Nsa �`IatC� 7 t/ 10/23/01 10/23/01 ESTIMATED t 1/2* STONE CROSS-SECTION VIEW PLAN vlEw CROSS-SECTION OFCHAMBER TEST BY: TEST BY: - SEASONAL HGH THE BSC GROUP, INC. THE BSC .GROUP, INC. GROUND WA?ER /� WITNESSED BY: WITNESSED BY: BENHMAINDICATES - HYDCTAGRBOLT DESIGN CRITERIA. CHARLOTTE STRIEFEL CHARLOTTE STRIFEL PERC. EL 101.71 PERC. RATE: PERC. RATE: TEST ASSUMED IDESIGN FLOW: <2_MIN,/INCH2 MIN./INCH INDICATES 4 . BEDROOMS AT 110 G,P.B./D 440 G.P.D. ` . SOIL EVALUATOR SOIL EVALUATOREl CRAIG FIELD CRAIG FIELD UNSUITABLE. MATERIAL ' SOIL CLASS: SOIL CLASS:LOT 47 �c 99.4 (REQUIRED SEPTIC TANK: N/F 440 X 200% = 880 'GAL. MAR 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. MAP 89GERS SEPTIC TANK PROVIDED; = -1�` L��zAL. " PARCEL 164 SIZE OF LEACHING FACILITY REQUIRED: DATUM. IF DESIGN PERC. RATE: <2 MIN./ INCH VERTICAL DATUM: ASSUMED 1 1 LONG TERM APPL. RATE 0.74G.P.D/S.F. BENCH MARK SET: HYDRANT TAG BOLT EL. 101.71 440 GPD +. 0.74 GPD/SF " = 595 S,F. - LOT 20 PROFILE. NOT TO SCALEN/F 100•p0 1 i SIZE OF LEACHING FACILITY PROVIDED: 1 = BRIAN J. HAVES N 79752 EL- A 0 E � USE HIGH DENSITY POLYETHYLENE FIRST PIPE LENGTH MAP 89 LEACHING GHAMBERSCS UNITS) 10 X2'X40' TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL I 99.4 EL 102.0! 6" OF FINISHED GRADE. FOR MIN. 2' PARCEL 169 FINISH GRADE -99.2-98.7 MIN To I ' AD INCE • SIDEWALL 2(10'+40') X 2' = 200 40 PVC SCH 40 BOTTOM = 10' X 40' _ `400 LOT 46 N� j(�, SCH 4' PVC SCH LEACHING CHAMBER I ' 600S,F. X g$�� 10.0' B.O CATHERINE E MULLEN t ` ISD I -G MP 89 �� 1 i 600 S,F x 0.74 GPD/SF = 444 GPD H $ PARCEL 163 1_C ISE 98 i I9,000tS.F. 0 99.8 t 444 GPD PROVIDED > 440 REQUITRED 5 OUTLET I=F / 100• DIST. BOX 5' SEPARATION -b / SEPTIC TANK EST. HIGH GROUNDWATER o TP101.8 26.0 t r ` / 1 f. PROPOSED o 1 INVERT ELEVATIONS: / o z 1 ` LOCUS INFORMATION i DRIVEWAY _ O J TOP OF FOUNDATION 103.0 A / PROPOSED CURRENT OWNER: CATHERINE E. MULLEN GARAGE P 4" INVERT AT -BUILDING 98.20 B / SLAB EL 102.3 o t TITLE REFERENCE: BOOK 1406, PAGE 938 4 INVERT AT SEPTIC_ TANK ,(IN) 97.90 C Tn PLAN REFERENCE: BOOK 122, PAGE 15 4" INVERT AT SEPTIC TANK (OUT) 97.65 D l / ! $ l ASSESSORS MAP: 89 4" INVERT AT DIST. BOX (IN) 97.57 E j 11 x o _ t PARCEL: 163 4" INVERT AT DIST.: BOX (OUT) 97.4 F ` - ` ZONING DISTRICT: R-40 , Z I o 31.9' 1 0.0' SETBACKS FRONT 30 99.9 SIDE 20 o / INVERTS AT LEACHING FACILITY: 1500' LOT 21 0 10.0/ Q GALLON o o 1 REAR 20 4"• INVERT AT BEGINNING N : / TANK 1 ` MINIMUM LOT SIZE. 40, 000 S.F. " PROPOSED / X 100.7 j • OF LEACHING CHAMBER 97.2 G STEPHEN W. TAYLOR / 4 PVC 4 BEDROOM J MAP 89 D. 40 rn ` OVERLAY DISTRICT: NOT IN A ZONE II DISTRICT • � 1 ELEVATION AT BOTTOM PARCEL 170 / 'BOX 510'w) DWELUNG oSEO J m o H / ( TOP OF END- PROP W o FEMA FLOOD OF LEACHING CHAMBER 95.2 ' I; M $ / ELEV. 03.0' WN? WATER IiNE fi ZONE DISTRICT: "C" PANEL 250015 0004 C o I v 1 O c DATED JUNE 17, 1986 �XHOFYAd� ,O ➢ ' NO GROUNDWATER ;q / ` CPAIOA LOCUS PLAN' NO SCALE S o OBSERVED 90.2 J �,� FI No. 9&739 p O y cn CL 20 2 TP# 101.8 i Z 101.0 .i a• a� �� 20.0' ' IP EXIT 8 N VARIANCES REQUESTED. � ��( . x s 100.8 X 1 HIGH POINT IN ROAD UP , 100.4' LOCUS CRISPIN 1 L NONE awt No.34112 W 100.00 7d • 10.0' g 79"5'20 ' 6 99.3 t I ,A � ��02 od 9 10 W. LOT 45 N/F .: L t*1 CATHERINE E. MULLEN PLAN VIEW 1 o L T 22 p MAP 79 - REGIONAL AVE a � p Ln N/F PARCEL 53 SCALE: 1' 10 FEET �C 100.0 GRATTON AVE m JOYCE C.:VERNAVA MAP 79 n0 5 10 20 FT. PARCEL 30 i >tEVISIONS NO. DATE DESCRIPTION, GENERAL NOTES: L THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY.. 2. ALL CONSTRUCTION METHODS AND, MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE <10 X OF No. 4 SIEVE SHALL PASS No. 100 c5 R OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT 0 No. 4 SIEVE </=6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY' WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 . AT TEL 1-B88-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL - UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL'VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES ' AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. " 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS -TO THE LFACHNG - FACILITY. . BSC 657 Main Street, (RT. 28) Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN #65 RITA AVENUE YARMOUTH MASSACHUSETTS PREPARED FOR:, GREG SPRINGER P.O. BOX 749 S. DENNIS, MA 02660 DATE: OCTOBER 25, 2001 COMP. DESIGN: K. HEALY CHECK: D. CRISPIN L: MocDONALD DRAWN: P-HAGIST FIELD: D. GAZZOLO / J. MCCARTIN FILE N0: 8351'-SEP.DWG DWG NO. 5331-o1 SHEET 1 OF 'I JOB NO. 4-8351.00