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HomeMy WebLinkAboutEngineered Plans - Rev. 2016M Q C) N O C 0 .o 0 rn Q m P= CD or a 0 a_ co 04 M U O v a> 0 CL CL CD 0 U or W to v R., VARIANCES REQUESTED S80•27'53 E 193.73' R MASSACHUSETTS TITLE 5 310 CMR 15.212 1 b : TO ALLOW A 4' VERTICAL- SEPARATION FROM THE ADJUSTED SEASONAL HIGH GROUNDWATER ELEVATION (WHICH INCLUDES THE HEIGHT OF THE GROUNDWATER MOUND) TO THE. BOTTOM OF THE LEACHING FIELD. Rl 565. 7,9# 94, 000 310 CMR 15.255 (b): TO ALLOW THE 21,000 GPD OF TANK STORAGE TO . BE IN A COMBINATION OF THE EXISTING 12,000 GALLON TANK ANDAGo s7 , PROPOSED 9,000 GALLON TANK IN LIEU OF A 14,000 GALLON TANK AND oi43020 f 4j84, A 7,000 GALLON TANK. _i N � � 0 o w 1. O EXISTING BUILDING #585 EXISTING BUILDING FF=18.0 I #589 N/F VIGEANT FAMILY ' LIVING TRUST tv CB/8563 DH C FND ED DOC. 856328-1 ~pAV r- T . C© CO PROPOSED 5,000 GALLON H-20 SI i, X 7. LOW PROFILE GREAS --_ rQ�K _ o I(OUT)1 13.63 - METAL BITUMINOUS � STORAGE �- PARKING CONTAINER N ---EXISTING LOT 12,000 GALLON 1� SEPTIC TANK LOCUS INFORMATION CURRENT OWNER: EVANGELIA K ZAMBELIS TR WHY ME REALTY TRUST TITLE REFERENCE: DOC. 1171895 PLAN REFERENCE: L.C, 24453-C1 ASSESSORS MAP: 32 PARCEL- 12-C2 ZONING DISTRICT: B-2 SETBACKS: FRONT 30' SIDE 25' REAR 20' OVERLAY DISTRICT- VCOD-1 NITROGEN SENSITIVE ZONE: NOT IN A ZONE II FEMA FLOOD ZONE DISTRICT. ZONE X & X -OTHER, DATED JULY 16, 2014 PANEL #25001CO588J MINIMUM LOT SIZE: S.F. 20,000 S.F. EXISTING LOT SIZE: 108,905: S.F. s TO REMAIN t a ° �r EXISTING ,. :. • : a.` 6 X 15.0 X 3 d ZD l 5,000 GALLON GREASE TRAP ^'� ,�,. �.�• a ' `z 7O BE REMOVED EXISTING / N/F s.` y� �a• Y:� SLEEVED THE MARINER MOTOR LODGE LLC A�� . • _ : s wATE LINE ASSESSORS MAP 31 - s PROPOSED l $ PARCEL 133 o m .•y'`�: ` ' 9 00b- GALLON'S 0 04� • a •.. H-20 �S C TAN � g o ,. , • • • ` '' I(IN) - 4 13.7 0 2 30 - •a . •`ti' • • ° . DB -1 S I(OU 12.9 V. 14.5 A / • "` �O' PROPOSED 9,000 GkLLON 7-PROFI INSPECTION PORT (TYP.) :,� ., . 1 31(IN) 2.85 y ��`> a •• _XIST NG I(OUT)= o EAC ING I 1-1/2" SCH. 80 PVC ��`! o LATERAL (TYP.) `• ��� ° - l T•: ' 3" SCH. 80 PVC �V S FORCEMAI 14.9 X sa".� ti •'~� •r • PUMP, CRUS a �/ CB/DH •• F D h. ' ~" _ REMOVE X00SC= ' •LEACHINGSITE INA(f -` .•:, r WITH. 5 15.8' ` : ` ' � � \ : `• �'' • .. BENCH MARKS TOP OF CONCRETE BOUND 1A - ' `•' ., ' ELEV.=14.71 (NAVD 88).... 0 "y rmit valid fur KE11MR ' ONLY, duc to State And 5" SCH. 80 % Board of llealth review and MANIFO 1 / any future additions/ret sewage facilities and/or strw Yarmouth Hcall 1 APPW M � \ X 14.6 �yame tw BITUMINOUS j M PARKING LOT °c o N/F o EVANGELIA K ZAMBELIS TR C z` AssEssoRs M P 32 / I SCHEDULE OF ELEVATIONS PARCEL 124C2 / / 2.5:ACES COMPONENT ELEVATION (FEET) FIRST FLOOR OF BUILDING 18.00 / 4" INVERTS AT BUILDING (GREASE, SEWER) UNKNOWN 4" INVERT AT NEW GREASE TRAP (IN) 13.80 e INVERT AT NEW GREASE TRAP (OUT) 13.63 l 4 " e f � " INVERT AT EX. SEPTIC TANK (IN) 13.55 4 INVERT AT EX. SEPTIC TANK (OUT) 13.43 4" INVERT AT NEW SEPTIC TANK (IN) 13.20 4" INVERT AT NEW SEPTIC TANK (OUT) 12.95 4" INVERT AT PUMP CHAMBER (IN) 12.85 CB/EN ° / / °� 3" INVERT AT PUMP CHAMBER (OUT) 1.2.60 FND j INVERTS AT LEACHING FACILITY. SIO UTILITY PAD 5" INVERT AT MANIFOLD 9.70 _ " 10.70 / / o 1 1 /2 INVERT AT LATERAL IR/CAP i ELEV. OF BOTTOM OF LEACHING FIELD 10.20 N/F ON LINE / ! SEASONAL HIGH GROUNDWATER ELEVATION 6.10 YASER F. SALEH ASSESSORS MAP 31 W 28 LOCUS w 0 C3 N rn . RpQ� OjS � LOCUS MAP NOT TO SCALE OF Mgrs CyG 9 BRIAN G. c YERGATIAN ti CIVIL .0 9 No. 46206 C Q /STf FSS/0 N AL ANG\ 3 30.1 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER RED FACE JACK'S SEPTIC SYSTEM REPAIR #585 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN MARCH 10, 2016. NO. DATE DESC. 1 3/30/16 INCREASE DESIGN FLOW PREPARED FOR: TED ZAMBELIS THE YARMOUTH HOUSE RESTAURANT .335 ROUTE 28 WEST YARMOUTH MA 02673 OBSC OUP 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: 1 " = 30' 0 15 30 60 FW FILE: \\bscbos\YAR\4999400\Civil\_D... OPT DWG: NO: 6355-01 JOB. NO: 4-9994.00 SHEET 1 OF 3 TEST PIT #1 MUSHSROOM VERNT GRD. EL. 14-•0 w I ECSC EEN AND CHARCOAL FILTER SHGW EL. 6.1 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 30" DIA. COVER (TYP.) H-20 2 SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING RAISE (2) TO FINISHED GRADE USING » H-20 LOADING. SEWER BRICK AND MORTAR AS 4 PVC VENT STACK 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION NECESSARY (SUPPORT AS REQUIRED) SEASONAL HIGH GROUNDWATER SHALL BE WATERTIGHT AT THE FACTORY. 4.. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED ADJUSTMENT WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM r1 » { 13 5 TANKCOVER.UNUSED KNOCKOUTS WITH MORTAR. SCH-80 PVC LATERALS DEPTH TO OBSERVED WATER 9.7. TOPSOIL SOIL INDEX WELL MIW-29 10» WATER LEVEL RANGE ZONE B a EL 4. 9 1-1/2" INV. 13.2 :4 •�.•.. PVC LATERAL 2 CUBIC FEET OF 0 CONCRETE DEPTH ®INDEX WELL (FEB 2016) 7.48 � ADD FILTER FABRIC OVER CEMENT Co C ETE 26' WATER LEVEL ADJUSTMENT 1.8' 1T-0" 1/4" HOLES PIPING AND BELOW •. " � ., PEA STONE.. '` :� `-., 4" PVC 90• ELBOW 10 ` USING 0.4 OFF CCC ADJUSTMENT 1.4 16'-0" " HEIGHT OF GROUNDWATER MOUND 0.4' 3 26" ` `�" PRECAST SEPTIC TANK LIQUID DEPTH •�` " DEPTH TO ADJUSTED WATER 7.9 10 -11 4 PVC PENT HEADER (SHOREY OR APPROVED EQUAL) 99_4„ % LOCATE INLET TEE ZABEL _ UNDER OVER EFFLUENT " SNAP-ON 95" 10'-0" -_ FILTER g SHIELD 6" 0,8 116" = s.. • e . ,' • ,. ' EL 3.87 ORIFICE SHIELD OS150CW 120" INDICATES PERCOLATION TEST ORENCO SYSTEMS INC. 4" PERF. PVC VENT PIPE 6" MINIMUM PHONE 1-800-348-9843 DRAINAGE SLOTS To BE PLACED OVER TOP OF PLAN VIEW _3/4" TO 1-1/2" CROSS-SECTION VIEW OR APPROVED EQUAL LATERALS DATE: MARCH 2. 2016 INDICATES CRUSHED STONE OBSERVED TEST BY: BSC GROUP. INC. GROUND WATER WITNESSED BY:. PHIL RENAUD, YARMOUTH BOH INDICATES 9,000 GALLON SEPTIC T®(H-20.). ORIFICE SHI ELD YSTEM PERC. RATE: < 2 MIN./INCH ESTIMATED 'TYPICAL VE t V T S NOT TO SCALE NOT TO SCALE SOIL EVALUATOR; KIERAN J. HEALY, PLS, SE _ SEASONAL HIGH NOT TO SCALE GROUND WATER SOIL CLASS• CLASS i SEPTIC TANK BUOYANCY CHECK LTA.R,: 0.74 GPD/S.F. INDICATES GROUNDWATER ELEVATION = 6.10 UNSUITABLE BOTTOM OF TANK ELEV. = 3.87 TOP OF TANK ELEV. = 14.79 MATERIAL BUOYANT FORCE _ (6.10-3.87) FT X 62.4 LBS/CF X 170 Fr = 23.655 LBS WEIGHT OF TANK = 75,320 LBS WEIGHT OF SOIL = (0.57 X 170) CF X 85 LBS/CF = 8,237 LBS SOIL TEST PIT DATA 75,320 + 8.237 83,557 LBS > 23,655 LBS PUMP CHAMBER WILL NOT FLOAT NOTES: NOT TO SCALE 1. TANK SHALL BE PRECAST CONCRETE. 2. GREASE TRAP SHAD_ WITHSTAND HS --20 LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE JOINTS SHALL BE WATERTIGHT. 4., INLET AND OUTLET TEES TO BE SCH. 40 PVC AND TEES TO 24" DIA. COVER (TYP.) BE ACCESSIBLE UNDER MANHOLE COVER.RAISE (2) TO WITHIN 6" OF FINISHED 5. MANHOLES SHALL BE BROUGHT TO FINISHED GRADE. GRADE USING SEWER BRICK AND . MORTAR AS NECESSARY 6. GREASE TRAP SHALL MEET ALL REQUIREMENTS OF LOCAL AND 6n WALLS, TYP. 8" KNOCKOUTS STATE HEALTH AND BUILDING CODES. 6" MAX (TYP.) 7. INLET AND OUTLET TEES TO BE PROPERLY SUPPORTED WITH CORROSION RESISTANT HANGERS, STRAPS OR OTHER DEVICE. 8" PUMP CHAMBER BUOYANCY CHECK 17'-0" ..; GROUNDWATER ELEVATION 6.10 BOTTOM OF TANK ELEV. = 3.51 ! •' INLET TEE SHALL _ TOP OF TANK ELEV. = 14.43 EXTEND TO MID BUOYANT FORCE = (6.10-3.51) FT X 62.4 LBS/CF X 170 F13 = 27.474 LBS - DEPTH OF TANK WEIGHT OF TANK = 75,320 LBS" » WEIGHT OF SOIL (0.57 X 170) .CF X 85 LBS/CF = 8,237 LBS _ _ _ » w 4'-7 3/4" 6 -9 3/4 101-0 91-W 75,320 + 8,237 =83,557 LBS > 27.474. LBS : � 10'-0" _ _ 5'-4 3/4 . LIQUID LEVEL e PUMP . CHAMBER WILL NOT FLOAT QUICK 6" DISCONNECT 1 PUMP CHAMBER 6 COUPLING I BOLT ON HEAVY DUN 77 24"6" ALUMINUM HATCH PUMP CHAMBER CALCULATIONS X3 3" SCH. 80 PVC FLUSH WITH FINISH GRADE 3" 90' ELBOW FORCEMAIN (TYP.) DESIGN FLOW TO CHAMBER = 7,000 GPD PLAN VIEW 6" MINIMUM OUTLET TEE REQUIRED EMERGENCY STORAGE _ 7.000 GALLONS 3/4" TO 1-1/2" C OSS -SECTION VIEW SHALL EXTEND EMERGENCY STORAGE PROVIDED = 7,091 GALLONS �- NUMBER OF PUMP CYCLES = 8 TIMES PER DAY : CRUSHED STONE TO WITHIN 12' VOLUME PER DOSE = 892t GALLONS OF .TANK FLOOR 16'-0" DEPTH PER DOSE = 9 INCHES WEEP 3" GATE VALVE 17'-0" HOLE W/VALVE BOX TO GRADE i PRESSURE DISTRIBUTION DESIGN CALCULATIONS5, 400 GALLON L01N- P ROFI LE GREASE TRAP (H20) -- BASED ON THE PRESSURE DISTRIBUTION GJMENT NOT TO SCALE w FROM THE MASSACHUSETTS DEPT. OF ENVIRONMENTAL PROTECTION 24" DIA. CAST IRON BOLT ON HEAVY DUTY SLIDE RAIL SYSTEM FRAME AND COVER 24"x36" ALUMINUM HATCH LEACHING FIELDS TO HAVE END MANIFOLD CONFIGURATION PUMP CHAMBER AT FINISH GRADE FLUSH WITH FINISH GRADE USE (16).1-1/2- PVC LATERALS SPACED 5 FT O.C. PERFORATIONS (12) SHALL BE 1/4" DIAMETER. (1.17 GPM) AND SPACED 5 FT O.C. LIFTINGLATERAL DISCHARGE RATE = 12 X 1.17 GPM = 14.04 GPM 2 PVC CONDUIT CABLE/CHAIN TO DISTRIBUTION. MIN. DISCHARGE RATE = 14.04 GPM/LATERAL X 16 LATERALS = 225 GPM FINISH GRADE BOX MIN. DOSING VOLUME 5-10 TIMES THE TOTAL LATERAL VOLUME 3" CHECK -_ 16 LATERALS X 60 FEET PER LATERAL = 960 FT VALVE USE SEWER BRICK12" MIN/36" MAX AREA OF 1-1/2" LATERAL = -n(R)' = n(0.75/12)' = 0.01227 FTS AND MORTAR AS COVER LATERAL VOLUME _ (960 FT)(0.01227 FT')(7.48 GAL/FT') _ 88.1 GALLONS GOULDS WS20D3 NECESSARY 2.0 HP PUMP 100 DOSE VOLUME v EL 14.43 DOSE 4 TIMES PER DAY PER LEACHING FIELD I a= .. 7,000 GPD/(8 DOSES/DAY) = 875 GAL/DOSEt lk - 1 DRAIN BACK I a ' • MANIFOLD VOLUMEM= n(2.5/12)' X 60 FT X 7.48 61.2 GALLONS" " DIA. HEAVY DUN MANHOLE COVER �. INLET TEES „ FORCEMAIN VOLUME = n(1.5/12)s X 62 FT X 7.48 = 22.8 GALLONS 6 THICK . \� CONCRETE. PAD BROUGHT TO FINISH GRADE 10' 3, SCH. 80 PVC TOTAL PUMPING VOLUME =DOSE VOLUME +DRAIN BACK VOLUME = 959 GALLONS T INV.=12.85 6'-7" .: FORCEMAIN . TOTAL FRIOON Loss ELEVATION GRAVEL TOP COURSE EMERGENCY FRICTION LOSS = L X (3.55(Q)/CD�2.63)�1.85 62 X (3.55(225)/150(3 2.63))" 1.85 6.53 FT _ I STORAGE '• 3 ;MERCURY "T" 6ASE v NETWORK LOSSES. = 1.31 X (DISTAL HEAD PRESSURE. OR 2.5 FT) = 3.28 FT 10'-11' g'_5" w FLOAT LEVEL MINOR LOSSES.= 2Xvll/2g (5.45)(10.21)4/(2)(32.2) = 8.82 FT ALARM ON CONTROLS . 1/8- TO 1/2- •. - 18" 8'-8" LAG PUMP ON * TOTAL LOSSES = 6.53 FT + 3.28 FT + 8.82 FT = 18.63 FT W D - s" couLDs ws2oD3 ASHE STONE 4" TOTAL DYNAMIC HEAD (TDH) STATIC HEAD + TOTAL FRICTION LOSS - ' LEAD PUMP ON 2.0 HP PUMP ".• so.� MH = (10.83-7.35 FT) + 18.63 FT = 22.11 FEET 3" 90' ELBOW (SEE PUMP NOTES) - 9 EL6.10v p. PUMP OFF : S.H.G.W. PUMPS MUST BE CAPABLE OF DELIVERING 225 GPM ® 23 FEET TOTAL DYNAMIC HEAD - 8» - 10" RECOMMENDED PUMPS: GOULDS SERIES WS20D3. 2.0 HP a p = a EL 4.18 3" SCH. 80 PVC - •a ,..� � .: •% • - •� - a'• •�• 4 :.: EL 3.51 _ -_ , PUMP CHAMBER NOTES FORCEMAIN (TYP.) 1. PUMP CHAMBER TO WITHSTAND H-20 LOADING. 3/4" TO 1-1 /2" SCH. ;40 PVC PIPE FROM SAND 6" MINIMUM - TO ABOVE PEASTONE NO STONE IN PIPE 3/4" TO 1-1/2" ? 2. THE PUMP CHAMBER SHALL BE ACME PRECAST OR APPROVED EQUAL DOUBLE WASHED 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. STONE (NO FINES) TO BE USED AS A VISUAL INSPEC11ON PORT CRUSHED STONE 4. RAISE MANHOLES TO FINISH GRADE WITH SEWER BRICK AND MORTAR. FULL SAW CUT PIPE 3" O.C. W/2" LONG SLOTS ON OUTER MORTAR PARGE TO PROVIDE WATERTIGHT SEAL 5. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL ONE SIDE ONLY BUILDING AND WIRE CODES. CONNECTIONS SET IN ADJACENT D -BOX. ALTERNATING DUPLEX PUMPS .6. ALARM AND CONTROL PANEL TO BE LOCATED AS DIRECTED BY THE OWNER. 7. ALARM AND CONTROLS ARE TO BE ON SEPARATE CIRCUITS. PLAN VIEW • 1 0-% r-% r--'1 T1 41%' I r% T i i N Of Mass cyG 9 c YERGATIAN C.' CIVIL -0 9 No.46206 Q 0 9,E �r'ISTE\ �ss!ON A_L ENG\ r 3a � BRIAN YERGATIAN DATE PROFESSIONAL ENGINEER RED FACE JACK'S SEPTIC SYSTEM REPAIR #585 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNT DETAILS MARCH 10, 2016 SI NS - NO. DATE DESC. 1 3/30/16 INCREASE DESIGN FLOW PREPARED FOR: TED ZAMBELIS THE YARMOUTH HOUSE RESTAURANT 335 ROUTE 28 WEST YARMOUTH, MA 02673 915scDUp 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: AS NOTED FILE: P:\prj\49994.00 DWG. NO: 6355-01 SHEET 2 OF 3 JOB. NO: 4-9994.000 D �-+- GENERAL NOTES THRUST BLOCK TYP.) � 1. THIS PLAN IN ONLY INTENDED. FOR .THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY. HOT MIX ASPHALT Y SIZEBRAHF J K L M N 0 4" THRU 8" 10" 10" 1'--0" 2'-0" V-6" 10" 10" THRU 16 1'-0" V-6" V-8" V-10 2'-10 1'-6" „ 24 w 9-41'. 1 -4 s r 2 -0 . w 2 -6 5# -Ow. 39-6". s 1 -8r TOP COURSE 2 HOT MIX ASPHALT BINDER TOP JOINT TO BE SEALED TEES AND PLUGS 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND ; a �I YARMOUTH BOARD OF HEALTH REGULATIONS. COURSE WITH AN EMULSION AND SAND MIX Y a MIN. • a � 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY. EXIST. PAVEMENT UNDISTURBED X EARTH (TYP) UNDISTURBED ` . . .). • '- • ..: `.�y'•..: .: :.�=•, _ G./'N\111 OPS01 SUBSOIL AND OTHER UNSUITABLE `->='-12" COMPACTED GRAVEL BORROW • . EXIST. GRAVEL ` BASE 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL T L, �• .�� � '� - _ =, SUBBASE.:(M,1.03,0..TYPE _C . _ MATERIALS. %:- APPLY TACK COAT OF RS 1 ;.......:•.: :.: .:. .^ �.•: -••• :<• ` EMULSION TO VERTICAL FACEPLAN TEE AND PLUG PLAN - HORIZ. AND VERT. BENDEND S 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF �i� /�� . /\ i� /\ /\ /\ /i\ . OF EXISTING PAVEMENT PRIOR B EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND COMPACTED SUBGRADE REMOVENE . UNSUITABLE THE PLACEMENT OF THE DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL MATERIAL AND REPLACE WITH GRAVEL (TYPE A) NEW HOT MIX. ASPHALT NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A COMPACTED IN 6" LIFTS CUT EXISTING PAVEMENT IN A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE NEAT LINE USING SAW CUT NOTES: METHOD ONLY THROUGH ENTIRE d SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH 1. PROVIDE 3000 psi CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, DEPTH OF EXISTING PAVEMENT c &TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING O \ O THRUST BLOCK (TYP.) APPROVEDTO BE PLACED AGAINST SPECIFICATIONS: I o ANCHOR HARNESS S FIRM, SOCK UNDISTURBED LAMPS AS SPECIFIED & N 100% MUST PASS #4 SIEVE ! :. ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL 10% MUST PASS #50 SIEVE _ HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED LR Y ® z BY THE ENGINEER. 0-20X MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 4' 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM HOT MIX ASPHALT, PAVEMENT JOINTS R DEPARTMENT APP COATINGS. OR OTHER WATE DE ROVED 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE. APPROXIMATE. THE ENGINEERD/4 UNDISTURBED EARTH 3. CONCRETE THRUST BLOCKS POURED BEHIND 3 -WAY IEE &HYDRANT SHOE 0 NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SCALE: NONE DOES TO BE USED WITH SOCKET CLAMPS. TYPICAL SECTION 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF HYDRANT DRAINS. UTILITIES AND STRUCTURES, WITHIN THE UMTf OF WORK, PRIOR TO THE START OF TEES BENDS AND PLUGS CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED. ; THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. i 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED C ONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND CONCRETE THRUST BLOCK F0 R PRESSURE PIPE. SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. SCALE: NONE 8. CONTRACTOR IS REQUIRED TO. NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION REMOVABLE COVER 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. RISER TO 3" WALLS GRI 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR FINISH GRADE. i USE OF A GARBAGE GRINDER AT THIS: PROPERTY IS NOT .ALLOWED PER 310 CMR 15.240(4). - % 1-1 /2" SCH. 80 PVC 5» 5' n TYP.) LATERAL (TYP.) ORIFICE SHIELD ....................... ........... .....:. ..... " :.::...:: .......:::.....::.':. ::::::..':...'....... ::::... ...:::.. ::::::: .......:. ::::. 2p ..... ...... ..: :. •: ::. : '.':. ': ' :.. ...:. :. ► . ... ..... ........ ...... ..... o00 a " : .. ........ :__:::. ""g::.:..... . :::.....::::....... ::::::.::.::.:::.: ::.:. ::::::::. :::::::::: ::: ..... 6 CORE 6 DRAIN ..... ........ .... .......... ... ........ .....:5:HOLE IN BOTTOM ry �};»:::.•. •...•... .•::::::...•....•..•:::. .:: ...........4 ::::: ' '::::::.:::. :::::::: :': ' '.' :'. ...... ........ .... .... BOTTOM ON LEVEL ::.'. :.'::. :::: ':::: :. ::.':::... :::::....::: '� .::: . STABLE BASE ...... .....: ... ... .. ..: . 6" MINIMUM ::.'.: ......... "•:::. .':.'::: :':::: '::::. . ..... _' '^ :::: .... : ' ':. :.' ' '. '::. .... '. ::. ' 5" SPOOL » INFLOW FROM ..... T 1 J� 3 4 TO 1-1 2 90' EOVK' ... :°�' •::'.. W END CAP / / FORCEMAIN .... .........:. ................... ............. .... W/ END VIEW CRUSHED STONE ....... ...: a :: ':::::......::::. : ': ':: ::f'firP:j:. .. ......:.:.... :.. :. :.: ........ . ... ...... .... . . 9 5" DIA. 5" PVC 5` PVC 5" PVC 5` PVC 5` PVCy KNOCKOUTS. (TYP.) � SE7 t�vEL SET LEVFa. tEva. 2» 2wx1 :J" TEE71 ;t. x rS SCH. 80 PVC i 1-1/2n J I i 1. DISTRIBUTION BOX TO WITHSTAND H-20 LATERAL 90• /ELBOW COMPONENT SLING CALCULATIONS I I� LOADING. PARTIAL PLAN VIEW i 30" ( ( I i 2. .CORE 6 -INCH DRAIN HOLE IN BOTTOM OF DESIGN FLOW: DISTRIBUTION Box. 3. ALL PIPE CONNECTIONS AND CONCRETE J , 1 CONSTRUCTION SHALL BE WATERTIGHT. 70 RESTAURANT SEATS 0 35 GPD = 2,450 GPD �I I 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 66 PUB SEATS AT RESTAURANT FLOW = 2,310 GPD L - - - - � 5. THIS DISTRIBUTION Box IS To BE USED as 12" 112 PUB SEATS ®20 GPD = 2.240 GPD I-� r--� AN ELECTRICAL CONTROL PANEL ONLY. TOTAL DESIGN FLOW = 7,000 GPD 8» 5"x5"x1.5" TEE GREASE TRAP: 30" 5" SCH. 80 PVC . MANIFOLD P� VIEW 70 RESTAURANT SEATS 0 15. GPD _ 1,050 GPD - SECTION 66 PUB SEATS ® 15 GPD = 990 GPD 112 PUB SEATS 0 15 GPD = 1.680 GPD �s » T i ELECTRICAL D BOX DETAIL H-20 / 1 TOTAL GREASE DESIGN FLOW = 3,720 GPD PRESSURE -DOSED* END , MANIFOLD l P• NOT TO SCALE �- NOT TO SCALE REPLACE EXISTING 5,000 GALLON. GREASE TRAP WITH NEW 5,000 GALLON GREASE TRAP EXISTING SEPTIC TANK: DRILL 1/4" DIA. SEWER CLEANOUT 12,000 GALLON SEPTIC TANK 12" MIN. COVER PERFORATIONS (TYP.) EXISTING STORAGE VOLUME = 12,000 GALLONS j 36" MAX. COVER 5.0, " (SEE DETAIL) 1-1/2 SCH. 80 TYP. PERFORATED PVC THREADED WATER LATERAL (TYP.) PROPOSED SEPTIC TANK: TIGHT END CAPLEBARFINISHED GRADE REQ. 7,000 GALLONS X 300% = 21,000 GALLONS H-20 N EDC.ILAos10 H-20 RATED VALVE BOX 2" LAYER OF 1/8- TO 1/2- 2 -COMPARTMENT /2"2 -COMPARTMENT TANK REQUIRED OR 2 TANKS REQUIRED TO FINISH GRADE DOUBLE WASHED STONE EL 11.05 G EXISTING 12,000 GALLON SEPTIC TANK TO SERVE AS 1ST CHAMBER PAVEMENT GRASS PROPOSED 9,000 GALLON SEPTIC TANK TO SERVE AS 2ND CHAMBER FINISH GIBE EL 10.70 TOTAL PROVIDED STORAGE VOLUME = 21,000 GALLONS ��: v TO 1-1/2" DOUBLE' o 0 0 0 0 6" DE 8" MIN WASHED STONE (NO FINES) PTH REQUIRED LEACHING FACILITY: "r" BASE DEPTH o 0 0 0 o c'U©uoUouo 0 0 0 0 VARIES DESIGN PERC. RATE: < 2 MIN/INCH POUR EL. 10.20 CONCRETE COLLAR 60'-0" LONG TERM APPL. RATE: 0.74 GPD/S.F. (3.000 PSI) ALL 7,000 GPD _ 0.74 GPD/SF 9,460 S.F. AROUND EL. 9.70 (TYP.) PROPOSED LEACHING FACILITY: TWO (2) EQUALLY -SIZED LEACHING FIELDS REQUIRED SINCE THE NOTE: DESIGN FLOW EXCEEDS 5,000 GPD 1-1/2 SCH. 80 PVC PERFORATIONS SHALL BE DRILLED AT 6 O'CLOCK CONTINUOUS RADIUS AND SPACED ALTERNATELY A5 SHOWN ON DETAIL ABOVE USE TWO (2) PRESSURE -DOSED LEACHING FIELDS, AS FOLLOWS: 90• ELBOW _ 9,600 S.F. BOTTOM AREA = 2 LEACHING FIELDS X 80 X 60 - 9,600 S.F. X 0.74 GPD/S.F. 7,104 GPD 1 SEWER CLEANOUT (TYP.) PRESSURE --DOSED LATERAL. DETAIL SCALE: NONE -s- NOT TO SCALE 90 & 45 BENDS 22 1/2 & 11 1/4 D 4"T08" 0"T016 24" "TO 8 10"T016 24" X , V-8" 3'-4" 3'-6 1'-4" 2'-0" 3'-6" Y V-2" V-8" 2'-4 1'-0" V-2" 2'-4" ;.......:•.: :.: .:. .^ �.•: -••• :<• ` EMULSION TO VERTICAL FACEPLAN TEE AND PLUG PLAN - HORIZ. AND VERT. BENDEND S 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF �i� /�� . /\ i� /\ /\ /\ /i\ . OF EXISTING PAVEMENT PRIOR B EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND COMPACTED SUBGRADE REMOVENE . UNSUITABLE THE PLACEMENT OF THE DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL MATERIAL AND REPLACE WITH GRAVEL (TYPE A) NEW HOT MIX. ASPHALT NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A COMPACTED IN 6" LIFTS CUT EXISTING PAVEMENT IN A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A REPRESENTATIVE NEAT LINE USING SAW CUT NOTES: METHOD ONLY THROUGH ENTIRE d SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH 1. PROVIDE 3000 psi CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, DEPTH OF EXISTING PAVEMENT c &TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING O \ O THRUST BLOCK (TYP.) APPROVEDTO BE PLACED AGAINST SPECIFICATIONS: I o ANCHOR HARNESS S FIRM, SOCK UNDISTURBED LAMPS AS SPECIFIED & N 100% MUST PASS #4 SIEVE ! :. ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL 10% MUST PASS #50 SIEVE _ HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED LR Y ® z BY THE ENGINEER. 0-20X MUST PASS #100 SIEVE 0-5% MUST PASS #200 SIEVE 4' 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM HOT MIX ASPHALT, PAVEMENT JOINTS R DEPARTMENT APP COATINGS. OR OTHER WATE DE ROVED 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE. APPROXIMATE. THE ENGINEERD/4 UNDISTURBED EARTH 3. CONCRETE THRUST BLOCKS POURED BEHIND 3 -WAY IEE &HYDRANT SHOE 0 NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SCALE: NONE DOES TO BE USED WITH SOCKET CLAMPS. TYPICAL SECTION 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF HYDRANT DRAINS. UTILITIES AND STRUCTURES, WITHIN THE UMTf OF WORK, PRIOR TO THE START OF TEES BENDS AND PLUGS CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED. ; THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. i 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED C ONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANIES, AND CONCRETE THRUST BLOCK F0 R PRESSURE PIPE. SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS IN SERVICE. SCALE: NONE 8. CONTRACTOR IS REQUIRED TO. NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, SECTION REMOVABLE COVER 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. RISER TO 3" WALLS GRI 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR FINISH GRADE. i USE OF A GARBAGE GRINDER AT THIS: PROPERTY IS NOT .ALLOWED PER 310 CMR 15.240(4). - % 1-1 /2" SCH. 80 PVC 5» 5' n TYP.) LATERAL (TYP.) ORIFICE SHIELD ....................... ........... .....:. ..... " :.::...:: .......:::.....::.':. ::::::..':...'....... ::::... ...:::.. ::::::: .......:. ::::. 2p ..... ...... ..: :. •: ::. : '.':. ': ' :.. ...:. :. ► . ... ..... ........ ...... ..... o00 a " : .. ........ :__:::. ""g::.:..... . :::.....::::....... ::::::.::.::.:::.: ::.:. ::::::::. :::::::::: ::: ..... 6 CORE 6 DRAIN ..... ........ .... .......... ... ........ .....:5:HOLE IN BOTTOM ry �};»:::.•. •...•... .•::::::...•....•..•:::. .:: ...........4 ::::: ' '::::::.:::. :::::::: :': ' '.' :'. ...... ........ .... .... BOTTOM ON LEVEL ::.'. :.'::. :::: ':::: :. ::.':::... :::::....::: '� .::: . STABLE BASE ...... .....: ... ... .. ..: . 6" MINIMUM ::.'.: ......... "•:::. .':.'::: :':::: '::::. . ..... _' '^ :::: .... : ' ':. :.' ' '. '::. .... '. ::. ' 5" SPOOL » INFLOW FROM ..... T 1 J� 3 4 TO 1-1 2 90' EOVK' ... :°�' •::'.. W END CAP / / FORCEMAIN .... .........:. ................... ............. .... W/ END VIEW CRUSHED STONE ....... ...: a :: ':::::......::::. : ': ':: ::f'firP:j:. .. ......:.:.... :.. :. :.: ........ . ... ...... .... . . 9 5" DIA. 5" PVC 5` PVC 5" PVC 5` PVC 5` PVCy KNOCKOUTS. (TYP.) � SE7 t�vEL SET LEVFa. tEva. 2» 2wx1 :J" TEE71 ;t. x rS SCH. 80 PVC i 1-1/2n J I i 1. DISTRIBUTION BOX TO WITHSTAND H-20 LATERAL 90• /ELBOW COMPONENT SLING CALCULATIONS I I� LOADING. PARTIAL PLAN VIEW i 30" ( ( I i 2. .CORE 6 -INCH DRAIN HOLE IN BOTTOM OF DESIGN FLOW: DISTRIBUTION Box. 3. ALL PIPE CONNECTIONS AND CONCRETE J , 1 CONSTRUCTION SHALL BE WATERTIGHT. 70 RESTAURANT SEATS 0 35 GPD = 2,450 GPD �I I 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 66 PUB SEATS AT RESTAURANT FLOW = 2,310 GPD L - - - - � 5. THIS DISTRIBUTION Box IS To BE USED as 12" 112 PUB SEATS ®20 GPD = 2.240 GPD I-� r--� AN ELECTRICAL CONTROL PANEL ONLY. TOTAL DESIGN FLOW = 7,000 GPD 8» 5"x5"x1.5" TEE GREASE TRAP: 30" 5" SCH. 80 PVC . MANIFOLD P� VIEW 70 RESTAURANT SEATS 0 15. GPD _ 1,050 GPD - SECTION 66 PUB SEATS ® 15 GPD = 990 GPD 112 PUB SEATS 0 15 GPD = 1.680 GPD �s » T i ELECTRICAL D BOX DETAIL H-20 / 1 TOTAL GREASE DESIGN FLOW = 3,720 GPD PRESSURE -DOSED* END , MANIFOLD l P• NOT TO SCALE �- NOT TO SCALE REPLACE EXISTING 5,000 GALLON. GREASE TRAP WITH NEW 5,000 GALLON GREASE TRAP EXISTING SEPTIC TANK: DRILL 1/4" DIA. SEWER CLEANOUT 12,000 GALLON SEPTIC TANK 12" MIN. COVER PERFORATIONS (TYP.) EXISTING STORAGE VOLUME = 12,000 GALLONS j 36" MAX. COVER 5.0, " (SEE DETAIL) 1-1/2 SCH. 80 TYP. PERFORATED PVC THREADED WATER LATERAL (TYP.) PROPOSED SEPTIC TANK: TIGHT END CAPLEBARFINISHED GRADE REQ. 7,000 GALLONS X 300% = 21,000 GALLONS H-20 N EDC.ILAos10 H-20 RATED VALVE BOX 2" LAYER OF 1/8- TO 1/2- 2 -COMPARTMENT /2"2 -COMPARTMENT TANK REQUIRED OR 2 TANKS REQUIRED TO FINISH GRADE DOUBLE WASHED STONE EL 11.05 G EXISTING 12,000 GALLON SEPTIC TANK TO SERVE AS 1ST CHAMBER PAVEMENT GRASS PROPOSED 9,000 GALLON SEPTIC TANK TO SERVE AS 2ND CHAMBER FINISH GIBE EL 10.70 TOTAL PROVIDED STORAGE VOLUME = 21,000 GALLONS ��: v TO 1-1/2" DOUBLE' o 0 0 0 0 6" DE 8" MIN WASHED STONE (NO FINES) PTH REQUIRED LEACHING FACILITY: "r" BASE DEPTH o 0 0 0 o c'U©uoUouo 0 0 0 0 VARIES DESIGN PERC. RATE: < 2 MIN/INCH POUR EL. 10.20 CONCRETE COLLAR 60'-0" LONG TERM APPL. RATE: 0.74 GPD/S.F. (3.000 PSI) ALL 7,000 GPD _ 0.74 GPD/SF 9,460 S.F. AROUND EL. 9.70 (TYP.) PROPOSED LEACHING FACILITY: TWO (2) EQUALLY -SIZED LEACHING FIELDS REQUIRED SINCE THE NOTE: DESIGN FLOW EXCEEDS 5,000 GPD 1-1/2 SCH. 80 PVC PERFORATIONS SHALL BE DRILLED AT 6 O'CLOCK CONTINUOUS RADIUS AND SPACED ALTERNATELY A5 SHOWN ON DETAIL ABOVE USE TWO (2) PRESSURE -DOSED LEACHING FIELDS, AS FOLLOWS: 90• ELBOW _ 9,600 S.F. BOTTOM AREA = 2 LEACHING FIELDS X 80 X 60 - 9,600 S.F. X 0.74 GPD/S.F. 7,104 GPD 1 SEWER CLEANOUT (TYP.) PRESSURE --DOSED LATERAL. DETAIL SCALE: NONE -s- NOT TO SCALE of n4ss9y ����•cN c r� BRIAN G. YERGATIAN -+ ' CIVIL y & No. 46206 �ss/ONAL BRIAN YERGATIAN DATE PROFESSIONAL ENGINEER RED . FACE JACK'S SEPTIC SYSTEM REPAIR #585 ROUTE 28 IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS E S MARCH 10, 2016 NO. DATE DESC. 1 3/30/16 INCREASE DESIGN FLOW PREPARED FOR: TED ZAMBELIS THE YARMOUTH HOUSE RESTAURANT 335 ROUTE 28 WEST YARMOUTH, MA. 02673 9MBSC 0 1 349 Main Street Unit D, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2016 BSC Group, Inc. SCALE: AS NOTED FILE: P:\prj\49994.00 DWG. NO: 6355-01 SHEET 3 OF 3 JOB. NO: 4-9994.000