Loading...
HomeMy WebLinkAboutEngineered Plan - Rev. 201417'-0" 16'-0" I 10'-0" 9'-0" I I 30" DIA. COVERS QUICK DISCONNECT COUPLING 3" GATE VALVES--/ PLAN VIEW TEE HANDLE - CONTRACTOR TO FABRICATE DUPLEX SLIDE RAIL SYSTEM /_ LIFTING CABLE ELEVATION 1/4" WEEP HOLE 2 INVERT AT DIST. BOX (IN) ]2.25 E 4" INVERT AT DIST. BOX (OUT) 12.15 F (INCL CONF./FUNCTION ROOM) 7,920 GPD ASSESSORS MAP: 33 --► 2 PVC CONDUIT TO CONTROLS ELEVATIONS AT EXISTING LEACHING FACILITY. PARCEL: FRONT P01 ZION OF 70 7LONGt JUNCTION BOX - 4 INV. AT LEACHING GALLEYS 11.90 G (BREAKOUT 12.4) WEST SIDE FLOW NOT PART OF THIS DESIGN � ZONING DISTRICT: B2 BOTTOM OF LEACHING GALLEYS 8.60 H ( )8.05 24 ESTIMATED SEASONAL HIGH GROUNDWATER 4.45 J SETBACKS: FRONT 30 IN64 BEDROOMS @ 110 GPD = 7.040 GPD SIDE 25 3" SCH. 80 PVC FORCE MAIN (INVERTS BASED ON 2005 SEPTIC REPORT) REAR 20' t G.W. ALARM ON 45" EMER. �VERLAY DISTRICTS: R.O.A.D / GIZ .PHASE i 7'-5" 4.456" EL 4.80 STORAGE V.C.O.D. W-11" ,Z .; PUMP ON 3 VERTICAL FLOAT \ i NITROGEN SENSITIVE 6" ZONE: NOT A ZONE II OR APD EL 4.30 ; CONTROLS / \ / PIPE CONNECTIONS (3) TO PUMP OFF \ \ \ \ \ BE MADE USING LINK -SEAL ` 0 12" OFF BTM. DUPLEX PUMPS I \ \ MODULAR SEAL AND EL 2.13 :. . - . , (SEE DETAIL) \ \ / !k 4". SCH, 40 PVC PIPE -w w C 8" M PROPOSED -3 X 2 REDUCER � 4" SCH. 40 PVC # 12 MIN. 3/4 TO 1-1/2 \ \ \ 5,000 GALLON (TYP.) CONNECTOR PIPES CRUSHED STONE \ PUMP CHAMBER SPACED 14" O.C. \ \ \ 3" CHECK VALVES /- MYERS DUPLEX PUMPS CROSS SECTION \ \\ \ (TYP. of 2) O a PUMP, CRUSH & FILL EXISTING \ \ \ PUMP CHAMBER W CLEAN SAND BENCHMARK \ \ & ABANDON -IN-PLACE � RIM ELEVATION :° SALVAGE; EXISTING PUMPS FOR 13.41 NGVD RE -USE IN NEW PUMP CHAMBER MYERS WHR5 21C DUPLEX \ \ 3" 90' ELBOW 0.5 HP PUMPS \ \ \ \ INSTALL NEW OUTLET TEE o S / \ 3" SCH. 80 PVC \ \ \ \ INSIDE SEPTIC TANK 3" 90' ELBOW FORCEMAIN \ \ THE OUTLET TEE SHALL \N CONTRACTOR TO 3" 90' ELBOW / \ \ \ \ BE 49 IN LENGTH \ \ PROTECT LEACHING GALLEYS DURING (') \ \ PAVEMENT CONSTRUCTION o .: \\ \ 3" TEE '' 3"X3" TEE \ \ \ \ \ O EXISTING N C) \ \ 3" 90' ELBOW O \ \ \ \ 15,000 GALLON�?� \:. \ \ \ SEPTIC TANK 0 ; INLET INV. -8.60 3" 90' ELBOW \ \ \ o 3 GATE VA3" 90' ELBOW \%1! p LVE SEPTIC TANK WALL �' \ S. ALTERNATING DUPLEX PUMPS 14.1 �S\ c PLAN VIEW p EAST WING 14.8 X '\ o CS PUMP CALCULATIONS `\ Pa\IovT WEST WING � \ � �.0 � �•. '� `� l ?y DESIGN FLOW TO CHAMBERINV.-10.60 = 7,920 GPD �\ e� ` y SWIMMING REQUIRED EMERGENCY STORAGE = 7,920 GALLONS (�D11 �yy Zyp POOL \ o : EMERGENCY STORAGE PROVIDED 8,078 GALLONS \ �/ f p SLAB S (4,039 GALLONS PER TANK) FOUNDATION / / \ o �.O S NUMBER OF DAILY DOSING CYCLES = 7-8 PER DAY /� Cp / \ \.y' [ B-14 I p y S 14.3 RIA 14.5 N DEPTH ASSOCIATED WITH CYCLE = 6 INCHES / \ Z n / O 288 SF X 0.5 FT X 7.48 GAL CF = 1 077 GAL CYCLE n - EX. S,OOC GAL. X o a� / / / SEPTIC TANK \ WEST WING 14.8 / INV.= 10.8E - i * (ALL Ir _ETS v DB -1 \ 00, V• .. THE PUMP. SHALL BE MYERS WHIRS 21C, 0.5 HP SEPTITANKC FOUNT ATION RIM 14.3S / \ \ CONCRETE PAD / OsPUMP NOTES: \ CHAMBER SLAB 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTAN )IMG H-20 LOADING. FOUNDATION 2. ALL PI 3E CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE: WATERPROOFEL AT THE FACTORY. S / COUI (YARD \ \: :\ \, r o 3. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED UNDER MANHOLE FOP' EASE OF MAINTENANCE. 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. ER 5. 1/4" WEEP HOLE TO BE DRILLED BETWEEN THE QUICK DISCONNECT COUPLING AND THE TANK WALL ON THE BOTTOM OF THE FORCE MAIN. \ (S 6. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. -�� � 7. 2 / PVC CONDUIT TO CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. \ � \\ / O� �.S 8. ALL UNUSED KNOCKOUTS SHALL BE FILLED WITH HYDRAULIC CEM =NT. / � p INV. = 11 9. THE Q'JICK DISCONNECT SHOULD BE ACCESSIBLE FROM WITHIN THE RISER. \ ..;8 \ FULL LINK -SEAL MODULAR SEAL NOT TO SCALE PUMP CHAMBER INSIDE WALL e: Q 8" COF E i FOUNDATION \': S o S \ \ FULL EXISTING \� \ FOUNDATION 5,)00 c;ALLON \• \ \ \ 0 G''EASE TRAP N/F LOYAL ORDER \ / \ \ \:• 1 \ S OF MOOSE 2270 \ \ / \ ASSESSORS MAP \ \ / \ POOLC REA \: \ \ 41 PARCEL 12 i 22 MAIN STREET \ �\ "GILL WING SUITES / CRAWL / s \ 1 \ 2 -STORY SPACE:, \ WOOD BRICK & CONCRETE \ x 13.9 / \ \ \\ BIT. BUILDING \ PAVEMENT \ \ \ iX 3.7 5 4" SCH. 40 PVC CONNECTOR PIPE MAIN ENTRANCE / PAVEMENT BIT. F.F.E.=15.24 / .rpt � / O CS Will LINK -SEAL MODULAR FROM OUTSIDE A. a : TANK BOTTOM I e • SEAL BY (;PT�tA 9i / 8" T \NK BOTTOM a a• : Gy�► N'O \ ` ; °� / '�\ \�� / T iICKNESS < : .a =c \ c� c^ Y AA\� �� _�- a b.' _ \��` \ `per \ o - p \ O x 13.5 �/ ��P / PARTIAL SECTION 100, 000, \. O N SWAN PWD;.... r� LOCUSS,arn+ j t Cape _od Irrh r AIBNAY ..�-Banistcr.Ln-`" A .-&;az Sre Mn � ' C LOCUS INFORM ?TION 5,000 GALLON PUMP CHAMBER (H-20) LOW PROFILE SCHEDULE OF ELEVATIONS DESIGN CALCULATIONS NOT TO SCALE j\ OF Mqs SgcyG NOT TO SCALE i BRIAN G. YERGAT N o VIL _ CURRENT OWNER. 822 REALT TRUST 3 b 1 FIRST FLOOR ELEVATION 15.24 a 4" OUTLET OF SETPTIC TANK 8.25 ` B FAST SIDE FLOW - SEPTIC COMPONENT JOHN J. H' `NES, TRUSTEE COVER SHALL BE 4" S" INVERT AT PUMP CHAMBER IN 8.05 C ( ) INVERT AT PUMP CHAMBER (OUT) - 7.80 D 28 BEDROOMS 0 110 GPD = 3,080 GPD 22, ONE .BEDROOMS SUITES 0110 GPD _ 2,420 GPD TITLE REFERENCE: DEED 8001: 19915, PAGE 46 RAISED TO WITHIN 6" f ACCESS HATCH W OCK OF FINISHED GRADE �' TO FINISHED GRADE (EAST SIDE) 40 RESTAURANT SEATS 035 GPD 1,400 GPD = 51 LOUNGE STOOLS ®20 GPD 1.020 GPD PLAN REFERENCE: PLAN BOOT' 382, PAGE 11 17'-0" 16'-0" I 10'-0" 9'-0" I I 30" DIA. COVERS QUICK DISCONNECT COUPLING 3" GATE VALVES--/ PLAN VIEW TEE HANDLE - CONTRACTOR TO FABRICATE DUPLEX SLIDE RAIL SYSTEM /_ LIFTING CABLE ELEVATION 1/4" WEEP HOLE 2 INVERT AT DIST. BOX (IN) ]2.25 E 4" INVERT AT DIST. BOX (OUT) 12.15 F (INCL CONF./FUNCTION ROOM) 7,920 GPD ASSESSORS MAP: 33 --► 2 PVC CONDUIT TO CONTROLS ELEVATIONS AT EXISTING LEACHING FACILITY. PARCEL: FRONT P01 ZION OF 70 7LONGt JUNCTION BOX - 4 INV. AT LEACHING GALLEYS 11.90 G (BREAKOUT 12.4) WEST SIDE FLOW NOT PART OF THIS DESIGN � ZONING DISTRICT: B2 BOTTOM OF LEACHING GALLEYS 8.60 H ( )8.05 24 ESTIMATED SEASONAL HIGH GROUNDWATER 4.45 J SETBACKS: FRONT 30 IN64 BEDROOMS @ 110 GPD = 7.040 GPD SIDE 25 3" SCH. 80 PVC FORCE MAIN (INVERTS BASED ON 2005 SEPTIC REPORT) REAR 20' t G.W. ALARM ON 45" EMER. �VERLAY DISTRICTS: R.O.A.D / GIZ .PHASE i 7'-5" 4.456" EL 4.80 STORAGE V.C.O.D. W-11" ,Z .; PUMP ON 3 VERTICAL FLOAT \ i NITROGEN SENSITIVE 6" ZONE: NOT A ZONE II OR APD EL 4.30 ; CONTROLS / \ / PIPE CONNECTIONS (3) TO PUMP OFF \ \ \ \ \ BE MADE USING LINK -SEAL ` 0 12" OFF BTM. DUPLEX PUMPS I \ \ MODULAR SEAL AND EL 2.13 :. . - . , (SEE DETAIL) \ \ / !k 4". SCH, 40 PVC PIPE -w w C 8" M PROPOSED -3 X 2 REDUCER � 4" SCH. 40 PVC # 12 MIN. 3/4 TO 1-1/2 \ \ \ 5,000 GALLON (TYP.) CONNECTOR PIPES CRUSHED STONE \ PUMP CHAMBER SPACED 14" O.C. \ \ \ 3" CHECK VALVES /- MYERS DUPLEX PUMPS CROSS SECTION \ \\ \ (TYP. of 2) O a PUMP, CRUSH & FILL EXISTING \ \ \ PUMP CHAMBER W CLEAN SAND BENCHMARK \ \ & ABANDON -IN-PLACE � RIM ELEVATION :° SALVAGE; EXISTING PUMPS FOR 13.41 NGVD RE -USE IN NEW PUMP CHAMBER MYERS WHR5 21C DUPLEX \ \ 3" 90' ELBOW 0.5 HP PUMPS \ \ \ \ INSTALL NEW OUTLET TEE o S / \ 3" SCH. 80 PVC \ \ \ \ INSIDE SEPTIC TANK 3" 90' ELBOW FORCEMAIN \ \ THE OUTLET TEE SHALL \N CONTRACTOR TO 3" 90' ELBOW / \ \ \ \ BE 49 IN LENGTH \ \ PROTECT LEACHING GALLEYS DURING (') \ \ PAVEMENT CONSTRUCTION o .: \\ \ 3" TEE '' 3"X3" TEE \ \ \ \ \ O EXISTING N C) \ \ 3" 90' ELBOW O \ \ \ \ 15,000 GALLON�?� \:. \ \ \ SEPTIC TANK 0 ; INLET INV. -8.60 3" 90' ELBOW \ \ \ o 3 GATE VA3" 90' ELBOW \%1! p LVE SEPTIC TANK WALL �' \ S. ALTERNATING DUPLEX PUMPS 14.1 �S\ c PLAN VIEW p EAST WING 14.8 X '\ o CS PUMP CALCULATIONS `\ Pa\IovT WEST WING � \ � �.0 � �•. '� `� l ?y DESIGN FLOW TO CHAMBERINV.-10.60 = 7,920 GPD �\ e� ` y SWIMMING REQUIRED EMERGENCY STORAGE = 7,920 GALLONS (�D11 �yy Zyp POOL \ o : EMERGENCY STORAGE PROVIDED 8,078 GALLONS \ �/ f p SLAB S (4,039 GALLONS PER TANK) FOUNDATION / / \ o �.O S NUMBER OF DAILY DOSING CYCLES = 7-8 PER DAY /� Cp / \ \.y' [ B-14 I p y S 14.3 RIA 14.5 N DEPTH ASSOCIATED WITH CYCLE = 6 INCHES / \ Z n / O 288 SF X 0.5 FT X 7.48 GAL CF = 1 077 GAL CYCLE n - EX. S,OOC GAL. X o a� / / / SEPTIC TANK \ WEST WING 14.8 / INV.= 10.8E - i * (ALL Ir _ETS v DB -1 \ 00, V• .. THE PUMP. SHALL BE MYERS WHIRS 21C, 0.5 HP SEPTITANKC FOUNT ATION RIM 14.3S / \ \ CONCRETE PAD / OsPUMP NOTES: \ CHAMBER SLAB 1. PUMP CHAMBER SHALL BE STEEL REINFORCED CONCRETE, CAPABLE OF WITHSTAN )IMG H-20 LOADING. FOUNDATION 2. ALL PI 3E CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE: WATERPROOFEL AT THE FACTORY. S / COUI (YARD \ \: :\ \, r o 3. INLET TEE SHALL BE SCH. 40 PVC AND SHALL BE LOCATED UNDER MANHOLE FOP' EASE OF MAINTENANCE. 4. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. ER 5. 1/4" WEEP HOLE TO BE DRILLED BETWEEN THE QUICK DISCONNECT COUPLING AND THE TANK WALL ON THE BOTTOM OF THE FORCE MAIN. \ (S 6. PUMP AND ALARM SHALL BE WIRED ON SEPARATE CIRCUITS. -�� � 7. 2 / PVC CONDUIT TO CONTROL BOX SHALL EXTEND THROUGH THE CONCRETE RISER. \ � \\ / O� �.S 8. ALL UNUSED KNOCKOUTS SHALL BE FILLED WITH HYDRAULIC CEM =NT. / � p INV. = 11 9. THE Q'JICK DISCONNECT SHOULD BE ACCESSIBLE FROM WITHIN THE RISER. \ ..;8 \ FULL LINK -SEAL MODULAR SEAL NOT TO SCALE PUMP CHAMBER INSIDE WALL e: Q 8" COF E i FOUNDATION \': S o S \ \ FULL EXISTING \� \ FOUNDATION 5,)00 c;ALLON \• \ \ \ 0 G''EASE TRAP N/F LOYAL ORDER \ / \ \ \:• 1 \ S OF MOOSE 2270 \ \ / \ ASSESSORS MAP \ \ / \ POOLC REA \: \ \ 41 PARCEL 12 i 22 MAIN STREET \ �\ "GILL WING SUITES / CRAWL / s \ 1 \ 2 -STORY SPACE:, \ WOOD BRICK & CONCRETE \ x 13.9 / \ \ \\ BIT. BUILDING \ PAVEMENT \ \ \ iX 3.7 5 4" SCH. 40 PVC CONNECTOR PIPE MAIN ENTRANCE / PAVEMENT BIT. F.F.E.=15.24 / .rpt � / O CS Will LINK -SEAL MODULAR FROM OUTSIDE A. a : TANK BOTTOM I e • SEAL BY (;PT�tA 9i / 8" T \NK BOTTOM a a• : Gy�► N'O \ ` ; °� / '�\ \�� / T iICKNESS < : .a =c \ c� c^ Y AA\� �� _�- a b.' _ \��` \ `per \ o - p \ O x 13.5 �/ ��P / PARTIAL SECTION 100, 000, \. O N SWAN PWD;.... r� LOCUSS,arn+ t Cape _od Irrh r AIBNAY ..�-Banistcr.Ln-`" A .-&;az Sre Mn � ' C to.asc mom. mat :' a a _LO 11 , ii 1 4 Cpbn4Y 0Rd- p i : Wenvanoag Rd LOCUS MAP NOT TO SCALE j\ OF Mqs SgcyG i BRIAN G. YERGAT N o VIL fl o. 0 ST \s N 3 b 1 BRIAN G. YERGATIAN DATE: PROFESSIONAL ENGINEER SEPTIC COMPONENT REPAIR 8 !2 MAIN STREET IN SOUTH YARMOUTH PAY 6SACHUSETTS (Bf,RNSTABLE COUNTY) SITE PLAN (EAST SIDE) I EBRUARY 20, 2014 ,' •ii Q.a ii L.iRGGIaY 19r..i Pith, )J,.YY,hJkY i.m LB �t i va�_ ll�wa� NO. DATE DESC. 1 3/5/-4 LINK -SEAL CONNECTIONS 2 3/5/'4 PER HEALTH DIVISION MAR 0 7 2014 HEALTH DEPT. PREPARED FOR: JOHN J. HYNES 512 ROUTE 28 WEST YARMOUTH, MA 02673 ,508) 771-0100 I SCF Orr 349 Rou to 28, Unit D W. Yarn outh, Massachusetts 02673 508 778 8919 - © 2014 B`. C Group, Inc. SCALE: 1" = 20' mmmmumd0 10 20 40 Fm FILE: 49" 82C 0-SEP2014.DWG DWG. NO: 5923-05 SHEET 1 OF 1 JOB. NO: 4•-9382.00