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Home My WebLink About668 Route 28 Site Plan1 DEEB' o5EVA NoSGALE - nFFG nRSFRVATION HOLE I EL. = cl5 DEPTH FROM SURFACE 501L HORIZON SOIL TEXTURE '. SOIL COLOR 04mELL! 501L MOTTLING OTHER 0" - 2" Gf1 MRD IOYR 312 NONE MRD ASPHALT 2" 20" 02 SHEET TITh - -PROJECT 511E PU. N A 5EKA6E DISP05 4L 5Y5TEM TO UPGRADE AN EXI5TIN6 SYSTEM IOYR 616 SCALE A5 NOTED wTE 5/ 1 /9b HARDENING 20" - q0' G SAND IOYR 6/6 � oP2 SHEETS ".. _PROFESSIONAL.ENGINEERs & LAND SURVEYORRS. MEDIUM TO 31" - 45" A LOAMY SAND IOYR 311 COARSE 5AND 45" - 51" B LOAMY SAND IOYR 5/6 LCA - 10-25% 51'- qg" G SAND IDYR b1b FINE 6RAVEL q0" -13" 62 5ILT LOAM IOYR 5/6 10% GRAVEL W MEDIUM TO 13" - W 63 SAND 25Y 5/2 COARSE SAND nPr-P nRc;FRVATION HOLE 2 EL. = q. DEPTH FROM SURFACE SOIL HORIZON . SOIL TEXTURE SOIL COLOR (I-V%Ew SOIL MOTTLING OTHER 0• - 6" Gfl MRD IOYR 312 NONE MRD FILL 6" - 12" 02 SHEET TITh - -PROJECT 511E PU. N A 5EKA6E DISP05 4L 5Y5TEM TO UPGRADE AN EXI5TIN6 SYSTEM IOYR 616 SCALE A5 NOTED wTE 5/ 1 /9b FILL 12" - 5q" SAND FILL SANDY LOAM 10 YR b/6 � oP2 SHEETS ".. _PROFESSIONAL.ENGINEERs & LAND SURVEYORRS. MEDNIM SAND 31" - 45" A LOAMY SAND IOYR 311 COARSE. SAND 45" - 51" B LOAMY SAND IOYR 5/6 14 -2596 51'- qg" G SAND IDYR b1b QQ A� 5PdlD W- 144" 62 SAND IOYR 416 10% GRAVEL OFFP OBSERVATION HOLE 3 EL. = 10.1 DEPTH FROM SURFACE 501L HORIZON SOIL TEXTURE SnO��ILr�D�O��L�OR fMRY2ELL) SOIL MOTTLING OTHER 0• - Ib' A MRD IOYR 312 N10fE MRD N0. DATE 161, - ib" B SHEET TITh - -PROJECT 511E PU. N A 5EKA6E DISP05 4L 5Y5TEM TO UPGRADE AN EXI5TIN6 SYSTEM IOYR 616 SCALE A5 NOTED wTE 5/ 1 /9b LEGEND Ig• - qb" GI SANDY LOAM 10 YR b/6 � oP2 SHEETS ".. _PROFESSIONAL.ENGINEERs & LAND SURVEYORRS. MEDIUM TO COARSE. SAND 14 -2596 \ 6RAVEL W- 144" 62 SAND IOYR 416 COARSE SAND W 25-35% PROP05FD SILTATION BARRIER FINE CRAVEL I 1 DATE OF TESTS: APRIL 24, igg6 PERCOLATION RATE > CONSIDERED .LESS THAN 2 MINUTES PER INC IN THE SAND STRATUM WITNESSED BY 1 J. 5GHNAIB1-E R.5., GEG B. MURPHY, HEALTH AGENT &ROUNDWATER ENCOUNTERED AS NOTED C-P_-tT4VKA`TVR. £NC.Oi1NTFREG AT A DEPTH OF 75" EL. = 3.42 BENCHMARK: TOP OF CB ELEV = 8.25 (NGVD) PER EAST CAPE SEPTIC PLAN I FERC Al 48" &ROLkViATER ENCOUNTERED AT- A D OF 56" EL. = 2.b3 &ROItOlITER ENCOUNTERED AT A DEPTH OF bO' EL.. 3.43 1281+ �5 SPL _ _ I G 4 6;GUY ANCHOR .O YARMOUTH, MA55AGHUSETTS MOA{ OR , LL, `OD` KEY MAP x, a PVC, VENT P6. q7 10.01 s VOH e• � e <T y 1 1 tit b t .3 TWO, . 1 d 3 PROPOSED .1 � � y 4 , 36' W X 48'.L a t I 1 LEAGHING FIFI P q• t 1 }t 1 y SEE DETAILS 16" DI GRAM`j` y 7 ON SHEET 2 , 1 PIP (6I0-2 lT0 I t 41 PUMP HAMBE y q ' tl 1 1/4" IA. F ROE y y 1 MAI RE YGI_ ),LANE: � 10' MIN _ 4 1 ( O -i BIO K TO -- t VEL RE . PIT) y 1 1 y F 1 VE OGITY _� . 1 b 10'rxN t R] UGING 75 L , "'i- n DOH # 3 , ` CID 1 . Qhll PROPOSED VALVE VAULT r 1 144 - I I q.3 NOTE, 1@MN CIS BASED UPON OBSERVATION OF GROUNDWATER ELEVATIONS IN MONITOR WELLS PERFORMED BY COASTAL ENGINEERINO. THE MAXIMUM GROUNDWATER l t 111 ELEVATION OBSERVED WA5 EL. 3.65: (FOLLOWING A HIGH TIDE ON 1122/g6) - / PUMP CHAMBER i L _--�_ ,,..,• STING) _ "-9.7 ----LL,, 5000 SEPTIC TANK 1 I3IXb t 5562 GALLON (EXISTING) t 1 1 1) GARBAGE (F7RINDER5 ARE NOT ALLOMD WITH T415 DE516N. % - - - t (_ �. J . GAL. 2) THE INSTALLER 15 RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE 5EKA6E ,DISPOSAL SYSTEM ARE DE516NED HITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS I TO BE IMPOSED ON,TFEM. ANY COMPONENT OF THE SYSTEM SUB.EGT TO VEHICULAR 1� TRAFFIC MUST COMPLY WITH. A MINIMUM STANDARD OF AA.S.H.T.O. H-ZO WHEEL LOADING. •8 q GREASE TRAPS _� �_ � 3) PRIOR TO 5ETTING ANY 5EHA6E DISPOSAL SYSTEM COMPONENT, THE INSTALLER SHALL ' j �� / O 11 EOP 1+ (cX15TING) VERIFY EA5TIN6 CONDITIONS AND REPORT ANY D15GREPWIE5 TO THE DE516N ENGINEER, V 1 PROPOSED �, 4) ALL eRAVITY Se;,ep PIPE SHALL BE 4• DIA: SCH 40 PVC UNLESS OTHERWISE NOTED. THE 1 1 BIG DIPPER MINIMUM. SLOPE OF 4" DIA, 5GH 40 PVC, SHALL BE 0.01 FTTT: i (ALT. LOG. INSIDE) DESIGN FLOW: 130 SEATS AT 35 GALLONS PER DAY PER SEAT = 4550 GALLONS PER DAY 1 1 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE REDUCTION OF 501L AB50RPTION SYSTEM SIZE REGUiREMENTS BY 56% BASED 1 I DESIGN ENGINEER AND THE AGENT, OF THE LOCAL BOARD OF HEALTH' ALL REO)eST5 FOR. I UPON. REMEDIAL. USE OF THE BIOCLERE 5YSTEM = 2275 GPD GHANGE55 SHALL 5E MADE IN WRITING PRIOR TO CONSTRUCTION. 1 A 48)'L. x 36H. LEACHING FIELD CAN LEACH: 6) THE USE OF ALTERNATE MANUFACTURERS FOP SYSTEM COMPONENTS SHALL NOT BE Vt 4 45 X 36 1 x X 3 .14 = 12"1e1 GPD PER FIELD 1 1 APPROVED 1 - THE USE OF THEIR EQUIPMENT REWIRE -5 CHANGES IN THE DESIGN. a•1 I ' 7) CONTRAEv IF PRIOR TO STAR NSTALLER SHALL VERIFY ELEVATION OF EXIT INVERTS TING TWO 4S'L 6'W LEACHING FIELDS CAN LEACH 2556 GPD Bo CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESf6N ENGINEER (44% REDUCTION IN LEACHING•^+. CAPACITY) 1 I PRIOR TO PLACING ANY SYSTEM COMPONENTS. 1 1 9 8) CONTRAGTOR/IN5TALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND INSTALL: TWO (2) - 45'L. x 36' W. LEACHING FIELDS V' = 2556 GPD t 1 UTILITIES PRIOR TO EXCAVATION._ 1 I NO ( 2 ) - BIOCLERE 24130 UNITS 8s 4) EXISTING 5EWA&E DISP05AL SYSTEM LEACHING FACILITIE5 SHALL BE PUMPED 8.6 4 AND ABANDONED; ORIF WITHIN 10' OF PROPOSED COMPONENTS, SHALL 13E REMOVED ONE (I) -BIG DIPPER GREASE REMOVAL SYSTEM ao WITH 5URP.OUNDING CONTAMINATED SOILS AND BACKFILLED KITH.GLEAN COARSE SAND. I TH--UtE ( 3 J - ZABEL A300 FILTERS WITH EXTENDERS .A� 4" PV 'VENT 10) FILL MATERIAL FOR -SYSTEMS GON5Ti2UCTED IN FILL SHALL CON515T OF OF SELECT ON SITE ONE ( I) - VELOCITY- REDUCTION MANHOLE (H-20) OR IMPORTED MATERIAL. THE MATERIAL SHALL BE COMPRISED OF GLEAN &RANULAR SAND ONE ({) _'VALVE VAULT (H-20) FREE FROM ORGANIC MATTER AND AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT GLASSES OF 501L SHALL NOT BE USED. THE FILL SHALL NOT CONTAIN ANY MATERIAL EXISTING GREASE TRAP OUTLETS TO BE FITTED WITH.ZABEL 9300 FILTERS LARGER THAN 2 INCHES. A SIEVE ANALYSIS U5IN6 A +t 4 SIEVE SHALL BE PERFORMED ON A NOTE.CP REPRESENTATIVE SAMPLE OF THE FILL. UP TO 4596 BY WEIGHT OF THE FILL SAMPLE MAY WITH EXTENDERS DOM TD 12" OFF OF THE BOTTdN10F THE GREASE TRAP. RETAINED ON THE u 4 SIEVE. THE FRACTION OF FILL SAMPLE PASSING THE R 4.51EVE SHALL CONFORM TO THE FOLLOHNG GRADATION REQUIREMENTS, A=90 80 SIEVE 51ZE EFFECTIVE PARTICLE 51ZE % THAT MU5T PA55 51EVE VARIANGE5 REQUIRED 'EoP 04 4.15MM 100% YARMOUTH BOARD OF HEALTH REGULATIONS 10-100% # 50 0.30 MM 0-20% 0100 o.15 MM 0_596 REDUCE THE REGUIRED SEPARATION OF 5' BET EEN THE BOTTOM OF A LEACHING FACILITY AND 0200 0.075MM H164i C-W.WWATER DOHN TO 4.0' (I' VARIANGE REQUIRED} PRIOR TO 7HE START OF CONSTRUCTION THE INSTALLATION CONTRACTOR SHALL PROVIDE THE DE51GN TITLE 5, MASS. STATE ENVIRONMENTAL CODE ENGINEER KITH A CERTIFIED SIEVE ANALYSIS REPORT THAT SHOWS THE SOURCE OF THE FILL MATERIA), AND -THAT IT MEET5 THE SPECIFIED 6ZAPATION REQUIREMENTS. 15.212: DEPTH TO GROUND WATER - II) PRIOR TO GON5TRUGTION SILTATION BARRIER (SILT FENCE OR HAY BALES) SHALL BE INSTALLED. REDIAE THE REQUIRED SEPARATION OF 5' BETYEEN THE BOTTOM OF A 501L A55ORPTIOM FLAN BE MAINTAINED UNTIL COMPLETION OF PROJECT THE SILTATION BARRIER SHALL ECT AND REVE6ETATION SYSTEM AND If16H GROM"TtR IN SOILS WITH A PERG RATE LE55 THAN 2 MIWTE5 PER INCH OF AREAS DISTURBED BY CONSTRUCTION. DOWN TO 4' (I' VARIANCE REQUIRED) CATCH BA y O 7.3 � S. GAS METER 4� ,/1 4f I !•• I 111 , I SANIT ARY FLOW ._. I;... -7.6 _ :JT - DIFL00 C - FLOW n 71 11 4 4 EXISTING s j Z C� RE TAURANT I I � 1 HEREBY CERTIFY THAT THI5 PLAN 5HOW5 THE PROPERLY DE56RIBED I T_K 3320 PAGE 151, PLAN BOOK 213 C� PAGE 13 G VAI i k� BUTTING LAND COURT GA5EI1562 r\ A r\ r♦ r- 1 I 1 / 0.0 X. ATION OF sa+^J EXISTING WA SERVICE T E,A51N' ,_AGGE55 DRIVE I' INSPECTION NOTE THE STATE ENVIRONMENtAC CODE, TITLE 5, REGUIRE5 INSPECTION(5) 8.0 - OF THE 5EWA6E DISPOSAL SYSTEM BY THE DE516N ENGINEER. INSTALLATION CONTRACTOR MIU5T NOTIFY THE DE516N EN6INEER PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON • ' EOP REGUIREP INSPE TI - .. moi; n ' 64.00' NOTE: THE INFORMATION HEREON HAS BEEN 15248 RESERVE AREA _ ! �a e��l PREPARED OF THE TG TO THE REtDUIR MENTS I i .0 OF .TITLE 5 OF THE STATE ENVIRONMENTAL RESERVE AREA NOT PROVIDED: REC�5T APPROVAL TO GON5TRUGT A REPLACEMENT SYSTEM 1 CODE FOR SUBSURFAGF 015PO5AL;OF SANITARY IN THE LOCATION PRESENTLY PROPOSED. SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS, EXCEPT AS NOTED. NOTE: PROJEGT SITE LIEE WITHIN SOIL REMOVAL NOTE LAND SUBJEGT TO GOAS L STORM FLOWAGE WITHIN 5' OF PROPOSED SOIL ABSORPTION SYSTEMS REMOVE LOO YEAR FLOOD EL. = I (ZONE A-12) ALL MATERIAL DOWN TO THE NATURALLY OGGURING SAND STRATUM ( 5 TO 5 FEET BELOW GRADE) AND REPLACE WITH GLEAN SAND TO ELEVATION q. FILL MATERIAL SHALL MEET THE SPEGIGATIONS OF NOTE IO AT LEFT. NO SCALE 2 5/151gb ADD INSPECTION NOTE MRD I 5/q/qb 6ENE3tAL REVISIONS MRD N0. DATE I REYtWN By SHEET TITh - -PROJECT 511E PU. N A 5EKA6E DISP05 4L 5Y5TEM TO UPGRADE AN EXI5TIN6 SYSTEM NO. G15556 SCALE A5 NOTED wTE 5/ 1 /9b LEGEND °�ey MRI? 0 \ COASTAL NGHNFXMNGC0.* � oP2 SHEETS ".. _PROFESSIONAL.ENGINEERs & LAND SURVEYORRS. EXISTING CONTOUR - PROPOSED SPOT 6RADE F.6: q.T -8.3�". \ EXISTING SPOT GRADES WATER SUPPLY LINE --y�-- W PROP05FD SILTATION BARRIER I I 5.6 VIJ%TER VALVE I 8 BIOCLERE UNIT BIO 2 (24/30) I \4� : \I/ '4/ BIOCLERE UNIT BIO I (24130)\5 �. 6" �p GRAVITY \ PIPE (SEPTIC NK TO 13I0-1) f PLµ • C EDGE OF WETLAND -x CATCH BA y O 7.3 � S. GAS METER 4� ,/1 4f I !•• I 111 , I SANIT ARY FLOW ._. I;... -7.6 _ :JT - DIFL00 C - FLOW n 71 11 4 4 EXISTING s j Z C� RE TAURANT I I � 1 HEREBY CERTIFY THAT THI5 PLAN 5HOW5 THE PROPERLY DE56RIBED I T_K 3320 PAGE 151, PLAN BOOK 213 C� PAGE 13 G VAI i k� BUTTING LAND COURT GA5EI1562 r\ A r\ r♦ r- 1 I 1 / 0.0 X. ATION OF sa+^J EXISTING WA SERVICE T E,A51N' ,_AGGE55 DRIVE I' INSPECTION NOTE THE STATE ENVIRONMENtAC CODE, TITLE 5, REGUIRE5 INSPECTION(5) 8.0 - OF THE 5EWA6E DISPOSAL SYSTEM BY THE DE516N ENGINEER. INSTALLATION CONTRACTOR MIU5T NOTIFY THE DE516N EN6INEER PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON • ' EOP REGUIREP INSPE TI - .. moi; n ' 64.00' NOTE: THE INFORMATION HEREON HAS BEEN 15248 RESERVE AREA _ ! �a e��l PREPARED OF THE TG TO THE REtDUIR MENTS I i .0 OF .TITLE 5 OF THE STATE ENVIRONMENTAL RESERVE AREA NOT PROVIDED: REC�5T APPROVAL TO GON5TRUGT A REPLACEMENT SYSTEM 1 CODE FOR SUBSURFAGF 015PO5AL;OF SANITARY IN THE LOCATION PRESENTLY PROPOSED. SEWAGE AND LOCAL BOARD OF HEALTH REGULATIONS, EXCEPT AS NOTED. NOTE: PROJEGT SITE LIEE WITHIN SOIL REMOVAL NOTE LAND SUBJEGT TO GOAS L STORM FLOWAGE WITHIN 5' OF PROPOSED SOIL ABSORPTION SYSTEMS REMOVE LOO YEAR FLOOD EL. = I (ZONE A-12) ALL MATERIAL DOWN TO THE NATURALLY OGGURING SAND STRATUM ( 5 TO 5 FEET BELOW GRADE) AND REPLACE WITH GLEAN SAND TO ELEVATION q. FILL MATERIAL SHALL MEET THE SPEGIGATIONS OF NOTE IO AT LEFT. 2 5/151gb ADD INSPECTION NOTE MRD I 5/q/qb 6ENE3tAL REVISIONS MRD N0. DATE I REYtWN By SHEET TITh - -PROJECT 511E PU. N A 5EKA6E DISP05 4L 5Y5TEM TO UPGRADE AN EXI5TIN6 SYSTEM NO. G15556 SCALE A5 NOTED wTE 5/ 1 /9b PROJECT GAPTAIN PARKER'S R8 . ASSESSORS MAP 2l. PARCELS 5l `S 54 66b ROUTE 28, YARMOUTH,i MA5SAGHU5ETT5 °�ey MRI? �CXED 8Y Dim oReAT"c ' COASTAL NGHNFXMNGC0.* � oP2 SHEETS ".. _PROFESSIONAL.ENGINEERs & LAND SURVEYORRS. 260 Cranberry Hwy., ,Orleans, 'MA 02653 TtL.: 508-255-8311 FAX: 508-255-6700