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HomeMy WebLinkAboutEngineer Plan_�..�..._.,...._,__F�.�......_�.._.___.._-._.._._�.._.,_._ P OV'D H.D.P.E. RISER wi _ T ABOVE G DE TOF - 27.0 -- PROVIDE H.D.P.E. , R FINISH GRADE OVER D-BOX - 25.7 '' _ , , PROP. VENT WITH CHARCOAL FILTER OG"ENERAL NOTE !REMOVABLE, SECURED, FINISH GRADE OVER CHAMBERS 26.3 25.6 FINISHED GRADE RISER w/ COVER TO F.G. OVER WATER -TIGHT COVER TO REMOVABLE WATERTIGHT RISER SLOPE 2°lo MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED ' WITHIN 6" OF F.G. TANK EL, = 23.3'± GRADE @ STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FOUNDATION = 23.4 ± (MAX.)i ) F.G. (TYP OF 2) TO WITHIN 6" OF FINISHED G 5" DIA. OUTLETS 4" SCHEDULE 40 PVC METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL DISCONNECT ( ) „ „ 12"MAX.' „ 0 2 OF 1 /$ TO 1 /2 DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. 29 MIN. ACCESS 9 ' MIN. � .......,�._.� ..:. _ : ._. _._.�._...,, MIN SLOPE 1 /o EL.=20.33' COVER (TYP. OF 3) 36' MAX. STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER, PROPOSED 4" 9" MIN. , PLACE RISER ON ALL 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL I 2 PVC -FORCE MAIN TOP OF SAS - 24. �� SCHEDULE 40 PVC 2" DROP MIN. _ ! 36"MAX. 9„ MIN. r CHAMBERS WITH SYSTEM UNLESS OTHERWISE NOTED. x.BUILDING• „ „ �� _ - TO DISTRIBUTION BOXIN ET PIPES TO st , nn�rv. sioPE 1a/o 6 3 3 DROP MAX. 3 9 c� L __ _.... _ _ _ 23. ( 3F MAX. BREAKOUT EL = 24.00' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN .m WITHIN 6 OF F.G. - _ ELEVATION = 24.00' -FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS; UNLESS:A ,► o PROVIDE WATER -TIGHT SEAL „ 14 4 PVC OUT 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF PVC TEE-----, CONNECTION r 2 E TO SAS 4 �, THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 1 ' �19.00 0 0 0 0 0 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. „o �---g c ®® 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL 48 LIQUID DEPTH DIM NSIQNS PER ,�„ o� Q 0 0 PRIOR TO BACK 6 ace 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED 19.25` AC ,E-SHOREY 12' MIN. 2, o © o o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 23.90 23.7 � � T FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH NOT TO BE BACK FILLED WITHOUT RS 6" CRUSHED STONE �© o� o 10.2 OFFSET - 1000 GALS. 500 GALS. AND DESIGN ENGINEER. c� 0 0 0 I I OVER MECHANICALLY _ 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK LOCATION AND COMPACTED BASE 4.0 �L4-.9 ELEVATION SHOWN ON PLAN. „ 8.5 (TYP} _ 4.0' 4.0' 22" ZABEL FILTER 6 CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 4.83 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EL.=14.66 MODEL # Al801-4x22 OV€�R MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK {3N SITE AT (GAS BAFFLE ON BOTTOM) COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET < 15.50' 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES � PIPES TO BE LAID LEVEL. 21.50" GROUND WATER ELEV.= _ 12.83 PROPOSED 1 500 GAL. H 10 TWO COMPART. SEPTIC TANK & PUMP CHAMBER LONG POND EL=15.4'± TO THE DESIGN ENGINEER. f , GALLON , „ „ „,� _ �M �� � �.�r. ���" � ��� SURVEYED 10-11-22) 5 MIN, 10. T WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. _ LENGTH 1 pf_6s� WIDTH 5 -8 DEPTH 5 _g CROSS SECTION VIEW ( ALL JOINTS ALL TEES TO BE LINED UP R PROFILE _ I'iL CHAM - VERIFY EXISTING *CONTRACTOR T� R ZONING .:CHAMBER11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE., NTH DEEDED O DIRECTLY UNDER CENTER !. TI I T Y M , NOT TO SCALE REGULATIONS.. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM NOTIFY ENGINEER E IFDIFFERENT. �ATA OF R1ER OPENINGS NOT TO SCALE _ . _.. OT T SCALE N O .......�._-._..w-..._._ .... _ . _.W...". ... ..�_....�.-��.,.,..�._W._. .._ _ ...:... .,, _. ....µ.._. _.. _,.:. .._ ,... _. ... APPROPRIATE AUTHORITY. " WITH r INSTALL 1 1/4 PVC TO HOUSE. JOINTS TO BE MADE NOTE_ PUMP MUST BE EQUIPPED WIT � , � SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED ---- .,.. � 12 ALL S P (C LEVEL ALARM LOCATED IN THE BUILDING P C NO. N/A WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX � � ER UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR - SERVED WHICH IS POWERED BY A CIRCUIT CONTROL PANEL No. 1 CC2 NEMA 1 MFG. HOOVER f nr k INSPECTOR: Jay Gardiner (BOH) TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-21J LOADING, SEPARATE FROM THE CIRCUIT TO THE PUMP, INSTRUMENTS * EVALUATOR. Michael Pimentel, EIT CSE SHALL BE FREE OF ALL DIRT DUST AND FINES. HOISTING CABLE 7 x 19 STAINLES _ A r 13. DOUBLE WASHED CRUSHED STONE S NEMA 4 JUNCTION BOX CORROSION RESISTANT & L 1/ DIA. / 1 760 LB. STRENGTH STEEL 8 � : C.S.E. APPROVAL DATE: Oct.10 27, 1999 LIQUID -TIGHT. CABLE CONNECTORS SUPPORTED „ \ 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 2 SCH. 40 TEE wl CLEAN -OUT CAP '; � `� * , „ \ �, DATE: , SUPPORTED BY 1-1/4 PVC CONDUIT September 22 2022 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CONNECTORS U .,.., ,� COARSE SAND FREE FROM CLAY JOINTS TO BE MADE WATERTIGHT 2 BALL VALVE w/ UNIONS SCH. 80 PVC REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN CO R --�..._ .. TEST PfT #: 1 1 GEORGE FISHER CO. MODEL NO. 560 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). � � _ I ELEV TOP = 25.50' ,, ', � �.. ,�. 15. CONTRACTOR SHALL NOTIFY DESIGN EN GINEER OF ANY DISCREPANCIES FOUND IN r = < 15.50 �, a ;... ELE WATER 2 SCH, 40 TO t�-BOX \ '�. - �' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. V PERC RATE _ < 2 min./inch . ALARM oN �, #,d 16. PROPOSED PROJECT IS LOCATED WITHIN. 1PE 1/4 WEEP HOLE IN DISCHARGE F � 4, _ 8" - 26" ASSESSOR'S MAP 59 LOT 131 r LIMP ON p r- .e `� ®� DEPTH OF PERC - �- „ 1 0 co 2 BALL CHECK VALVE -SCH. 80 PVC.. 0 -//-ON[= 11 r i f a .1 ., e r' i ti `•, ,i ; ,� � � TEXTURAL CLASS: f OWNER OF RECORD- ARTHUR & CECILIA BEATTY !. PUMP P.S.I. FLOWMATIC MODEL No. 208E ,,. °-. OFFIN 1 . u �. ✓r s t ADDRESS: 45 ICE HOUSE ROAD 25.50' SOUTH YARMOUTH, MA 02664 FEMA FLOOD ZONE X & X (<500) 24.83' COMMUNITY PANEL # 25001 C0587J 23.33' 17. DEED REFERENCE: BOOK 1471, PAGE 1045 18. PLAN REFERENCES: 1.) PLAN BOOK118, PAGE 141 22.33' 2.) PLAN BOOK 160, PAGE 137 3.) PLAN BOOK 141, PAGE 141 19. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 20. OWNER /APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 21. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. O 1 DWELLING--HC-4 0 15,50' 10.4' o ,, CATCH -BASIN ,�.. ,+ XISTlNG SAS COMPRISING FOUR '` �,. ,� - No Mottling, Standing or W TOF 27.0 _ a i , _ g, g ping Observed DGl 2 7 2022 HMTH DEFT. ;41 F1 OW DIFFUSERS wl 2-FT OF b P m SURROUNDING STONE TO P r~,lr� �. BANDONED APPROX. LQ - ', 2p D E to"" IG N DATA LEGEND 6) ( -�'NUMBER OF BEDROOMS EXISTING 3 i _, 50x0 EXISTING SPOT GRADE �✓ .�', 11 E 5 INSPECTION REPORT DATED 21 Al (EXISTING) % 6-13 22 PREPARED BY OTHERS) _w f �`'�Qj ° 22 NUMBER OF BEDROOMS DESIGN 3 ' (DESIGN) - - 50 - - EXISTING CONTOUR \�----HC-3 110 EX ST DESIGN FLOW GAUDAY/BEDROOM p >, �. t� ® ,� 4, Q 50 PROPOSED SPOT GRADE t �.',�, j '� '� o G TOTAL DESIGN FLOW 330 GAUDAY vi r ^ 1 PROPOSED CONTOUR #T� O z: C4 ®�G �, ! ` cs�o Q DESIGN FLOW x 200 % = 660 GAUDAY w EXISTING DWELLING `y 1 : �o _...._.., ,,_{� EXISTING OVERHEAD UTILITIES (3 ,. ! f�' / 2 \ ,�. Q USE PROP.1000/500 GAL. 2-COMPART. SEPTIC TANK / PUMP CHAMBERLA �` t G �• co � r �' � INSTALL 2 -� 500 GAL, CHAMBERS vv/ AGGREGATE �v EXISTING WATER LINE t _ GAS SIDEWALL CAPACITY EXISTING GAS LINE PROPOSED 1,500 GALLON H-10 ��' ®;ti® BUSH (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY TEST PIT LOCATION TWO -COMPARTMENT SEPTIC Q� #45 (TYP) �Q' ( (25.0' + 12.83'} (2) (2') (0.74 GPD/ S.F.) =112.0 GAUDAY _ a TANK / PUMP CHAMBER -- 23 -- EXISTING -__.__. __.__ --- _._.__ .___- - _..r__ ._..__._._ i - - - - - _ PR. 1,500 GAL. 2-COMP. SEPTIC TANK / PUMP CHAMBER 3-BEDROOM BOTTOM CAPACITY �, OOQ SWING -TIES & DIMS, DWELLING ? f (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY SCALE, 1 20 ( � _ � TOF=27.0"± -�. -- � 25.0' x 12,83' 0.74 GPD/S.F. = 237.4 GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE I NV. =24. 3'± cqs .:- GAS � --- G� f )( ) Ammommmumumum - - FM FM PROP. 2" SOLID SCHEDULE 40 PVC FORCE MAIN ? 29'TOTALS: ` SWING -TIES ,a TAL NUMBER OF CHAMBERS 2 17 fl 13 PROPOSED DISTRIBUTION BOX 17 T DESCRIPTION HC-1 HC-2 HC-3 HC-4 SEPTIC TANK COVER IN (1) 26.4' 13.2' -- -- SEPTIC TANK COVER OUT (2) 28.3' 19.6' -- -- CORNER OF STONE (3) -- -- 21.4' 42.8' CORNER OF STONE (4) -- - 33.7' 50.2' CORNER OF STONE (5) -- -- 37.5' 35.4' CORNER OF STONE (6) -- -- 26.9' 23,9' u EXISTING STONE / 25.4 TP 1 .. �: t TOTAL LEACHING AREA 472,2 SQ.F 1. TOTAL LEACHING CAPACITY 349.4 GAL./DAY O PROPOSED 500 GALLON LEACHING CHAMBER �5 1$i ,. WALL TYP ( ) F M F-k 25x5` O G i f: DOSING & STORAGE REQUIREMENTS #24 r EXISTING ` � x 25.0 `; 26x5 N ® DESIGN FLOW: 330 GPD REV. DATE DESCRIPTION BY APP D. DESCRIP O _....._ DWELLING ��_-• x. Y . k ;� DOSING REQUIRED: 6 CYCLES / DAY PROPOSED SEPTIC SYSTEM UPGRADE PROP. „D-BOX" ,,�,�, 330 GPD / 6 = 55 GALS/CYCLE ti �` OF PREPARED FOR: / DISTANCE REQUIRED BETWEEN PUMP o JOHN L. ROBERT B. OUR CO., INC. '-- -- -- -- , 26 x5 ! PROPOSED TWO 2 ( ) ON AND PUMP OFF FLOATS: I cHURCHILL JR. - PROPOSED CLEAN -OUT . MAP 50 o5` 2�,.� r p 500 GALLON LEACHING 55 GALS/CYCLE - 125 GAUFT = 0,44 FT/CYCLE No_�8o66 a o EXISTING BUILDING SEA. � � N p4 CHAMBERS w/ STONE (USE 0.50 TO PROVIDE FOR BACKFLOW) � �s r � LOCT H ED AI LOT 131 t LINE (TYP OF 2) (APPRO . cr 15 979± S.F. 5$ �' STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL, ,' "� L 45 ICE HOUSE ROAD ONLY AND TO BE VERIFIED � �6 0 STORAGE PROVIDED ABOVE WORKING LEVEL: 337 GAL. � L� 06 � NOTES.. �,3 PROPOSED 4" SCH. 40 PVC VENT; SOUTH YARMOUTH, MA 02664 OWNER 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM EXACT LOCATION PER OW :. � . ; ..; �.. ) :: SCALE: 1 INCH = 20 FT. DATE: OCTOBER 23, 2022 COMPONENT. PROPOSED 1,500 GAL. H-1 0 SEPTIC TANK / PUMP CHAMBER o �o Zo 40 $o FEET ��� 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING. HIGH GROUNDWATER EL._ 15.50, SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO s� ._.._.__, PREPARED BY: �Q vtl TOP OF SEPTIC TANK EL. = 24.33' Ct�ul"t��i-i�iu. ,fit. " ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. O .(O BOTTOM OF SEPTIC TANK EL. 14.66' CIVIL JC ENGINEERING, INC. �p� WATER DISPLACED = [15.50' '14.66'] x 10.5' x5.67' = 50 C.F. NO. 41807 4 CRANBERRY HIGHWAY 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 11. i 1 285 G Q&fl WEIGHT OF DISPLACED WATER = 50 C.F. x 62.4 LB/C.F. = 3,121 LBS ci 4.) ELECTRIC LINE FROM PUMP CHAMBER TO CONTROL PANEL AT THE BUILDING SHALL BE INSTALLED BY THE CONTRACTOR. ELECTRIC LINE TO BE ROUTED FROM PUMP CHAMBER TO THE BUILDING WITH THE LEAST DISTURBANCE TO THE PROPERTY AS POSSIBLE. SITE PLAN_ SCALE: 1" = 20' WEIGHT OF 1500 GAL. H-10 SEPTIC TANK /PUMP CHAMBER = 12,000 LBS - EAST WAREHAM, MA 02508 SOIL COVER = (23. V - 20.33') x 10.5' x 5.67 165 C.F. _ _ 508.273.0377 - .F_ = 18 150 LBS WEIGHT OF SOIL ABOVE TANK 165 C.F.C.F.. x 110 LB C , Drawn B MCP Designed B MCP Checked By: JLC JOB No. 6506 12,000+18,150 = 34,150 LBS > 3,121 LBS; THEREFORE ACCEPTABLE y- � y�