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HomeMy WebLinkAboutEngineered Plan - 2015TOP OF FOUNDATION PROVIDE EXTENSION RISER WITH = '_ 4 SCHEDULE 40 PVC MIN. SLOPE 1% FINISHED GRADE OVER CHAMBERS = ' _ ' I ELEV.= 30.2' �� CONCRETE COVER TO WITHIN 6 OF FINISH GRADE OVER D -BOX - 2Q,7 -l- ° SLOPE 2% MIN. 29.4 29 7 GENERAL � -� !+ FINISH GRADE OVER INLET & OUTLET INSPECTION PORT WITH @ FINISH GRADE REMOVABLE WATER -TIGHT COVER OVER 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION ` RISER TO WITHIN 6" OF FINISHED GRADE ACCESS BOX TO WITHIN 3" OF f METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE @ FND. EL /29.7 ± OVER TANK EL.= I 29.6 ± n F.G. (ONE PER OUTER ROW) , } I 5 DIA. OUTLET(S) y CODE AND ANY APPLICABLE LOCAL RULES. f 20" MIN. ACCESS COVER 9" MIN. } I` 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I DESIGN ENGINEER. 1� I` (TYPICAL FOR 3)-\ ) 36" MAX. n n j PROPOSED 4" 6" MIN: 9�� MIN. � 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 36 MAX. 36 MAX. TOP OF SAS / B.O. = 26.74 SYSTEM UNLESS OTHERWISE NOTED. SCHECULE 40 PVC -\ n �-I _ PROP. 4 SCH. 40 PVC == ` 2" DROP MIN. MIN.sLOPE@1% 6" 3" 3" DROP MAX. 3" 9" = 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN. SLOPE @ 1% L 15'± PROVIDE WATERTIGHT ' i � ELEVATION = 26.74 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A 27.4 �' 13" 14" I 4" PVC IN FROM JOINTS _P. 1.08' 13" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 26.,65 SEPTIC TANK O 4" PVC OUT TO (TYP.) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 0.59' J.13" (TYP) 26.9 LEACHING FACILITYIAN + 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. n n OUTLET TEE ' 12 6 , 26,25J 25.66' laid flat 2.875' (34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" 26.50 MIN. 26.33 ) (NP.) I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 23.0' M ZEL FILTER 6" CRUSHED STONE TYP. 5' MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS MODEL A1801 -4x22 OVER MECHANICALLY (TYP.) 11.5 4 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE REQ'D f 25.0' AND DESIGN ENGINEER. 6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM.. BENCHMARK ELEVATION nowOVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 19,1 Q' CHAMBERS /END VIEW)• OF 30.00' ESTABLISHED ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN. COMPAC D BASE BASE. FIRST TWO FEET OF OUTLET - ` J 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPO ED 1,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. CHAMBERS (PROFILE) THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8" CROSS SECTION VIEW (BY INFILTRATOR SYSTEMS, INC.) 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES 'CONELEVATION PRIOR SEPTIC IC I ANK PROFILE DISTRIBUTIONBOX DETAIL ARC 36 3613BD CHAMBERS TO THE DESIGN ENGINEER. ELEVATION P�iOR TO ANY WORK & � �� (DIMENSI NS PER WIGGIN �" NOTIFY ENGINEER IF DIFFERENT. PRECASTCORP., POCASETT, MA) ` 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE NOT TO SCALE NOT TO SCALE MADE WATERTIGHT. TEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING G STREET _ r PERC NO. j N/A REGULATIONS. TOWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM Y LWOUT) vEN1ENT / APPROPRIATE AUTHORITY. JO _ ._ R (40' \N DE EGGS OF pA - INSPECTO : Amy Vonkone, R.S. EVALUATOR: Michael Pimentel, EIT, CSE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS Oct. 1999 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE C.S.E. APPROVAL DATE THEY SHALL WITHSTAND H-20 LOADING. DATE: June 3, 2015 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT #: 1 /ixtitltl~i Dennis, _ 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE �.. ELEV TOP ' 29.60 f N80° 24 30 E Regiongh Nigh Be ' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 00' �G :' ,�r,'� 4, ELEV WATER = < 19.10' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 112 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). " ,�`�*� PERC RATE _ < 2 min./inch C6: 1 "�,, �i r� 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN N / 1 r `° DEPTH OF PERC = 36" - 54" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ------ MAP 78CIS _ {f� TEXTURAL CLASS: 4 1 16• PROPOSED PROJECT IS LOCATED WITHIN: i 29 ASSESSOR'S MAP 78 PARCEL 222 1 OWNER OF RECORD: WILLIAM C. KILBURN & MARY G. KILBURN ADDRESS: 31 JOYCE STREET SOUTH YARMOUTH, MA 02664 FEMA FLOOD ZONE X COMMUNITY PANEL # 25001CO587J 17. DEED REFERENCE: DEED BOOK 18285, PAGE 174 18. PLAN REFERENCE: PLAN BOOK 148, PAGE 95 19. ALL DISTURBED AREAS SHALL BE. -RESTORED TO ORIGINAL CONDITION. 20. 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. f (NO BASEMENT), , 2 -BEDROOM I , , ��Huc: r = iuuu -- LEGEND / t DWELLING No Standing, Weeping or Mottling , TOF = 30.2± BH x50.O' EXISTING SPOT GRADE KITCHEN j DINING ROOM LSA / ` DESIGN DATA - - 50 - - EXISTING CONTOUR / X PROPOSED 1,500 I r^ PROPOSED CONTOUR FAMILY ROOM GALLON SEPTIC TANK "" (NO BASEMENT) / NUMBER OF BEDROOMS (EXISTING) 2 NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) GAS EXISTING GAS LINE x 29.7 XCV)�1 DESIGN FLOW 110 GAUDAY/BEDROOM W W HC -1 EXISTING WATER LINE w ` / o TOTAL DESIGN FLOW 330 GAUDAY MAP 78 ! PATIO HC -2 - i PROPOSED I ❑/H/W EXISTING OVERHEAD UTILITIES LOT 223 DISTRIBUTION BOX DESIGN FLOW X 200 % = 660 GAUDAY L x�i TEST PIT LOCATION X29.7 `� x 9'6 Y 12" OAK x USE PROPOSED 1,500 GALLON SEPTIC TANK (P NOTE: DEED RESTRICTION TO BE FILED PROPOSED 1,500 GALLON SEPTIC TANK I O O O � C / n',. ( EXISTING CESSPOOL x 91 U'- 1 O (2 x29.8 (2) 4 HOLLY X29.6 PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE © X29.7 TP 1 x INSTALL 20 -ARC 36 (#3613BD) CHAMBERS ��„� , 29x6 L11W ❑ PROPOSED DISTRIBUTION BOX x29.6 0' 12" PINE x Yarmovit eparttment 'i � �Et"a L" EXISTING CESSPOOL T O BE PUMPED,' ' 25 (3) � / , ` SYSTEM CAPACITY �� VZ D Q PROPOSED ARC 36 (#3613BD) CHAMBER v \� �/� X TOTAL L.F. OF CHAMBERS 4 8 SF/LF 0 74 GPD/SQ.FT. - GPD X FLILLED WITH CLEAN, COARSE SA �\� �� ( ) ( ) ( ) - ' ND,.I. \: 12" OAK.! AND ABANDONED (TYP OF 2) (6) ��i��\ (100.0) (4.8 SF/LF) (0.74 GAUSQ.FT.) = 355.2 GAL. LEACHING / DAY e Date �/ Benchmark x29.5 � x29.7 ° Nail in Fence Post �„ (4) X TOTALS: 1 o al Elev. = 30.00' 1 TOTAL NUMBER OF CHAMBERS: 20 $ o, Approx. M.S.L.(5 18" OAK 12" OAK 7< TOTAL NUMBER OF COUPLINGS: 0 REV. DATE BY APP'D. DESCRIPTION 'o x29.6 ��' -' TOTAL LEACHING AREA: 480.0 PROPOSED SEPTIC SYSTEM UPGRADE jG x29 6 0 ,,,�►�j`,�!` TOTAL LEACHING CAPACITY: 355.2 - 1 16" PINE �`®��'j`� ,moo °� s y�sJ PREPARED FOR: LSa °iPi: _ n _ _ E MAP 79 - `� JOHN NOTE: _ t� CAPEWIDE ENTERPRISES �\y EX• STOCKADE FENC LOT 10 EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE (! A CHURC L No 66 JR DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL r; W ��� LETTER CERTIFICATION FOR GENERAL USE ISSUED TO s+s f' T R��,. `; LOCATED AT �G S80° 24 30 _ �-- n SWING -TIES ' ;11200 - PROPOSED INSPECTION PORT WITH INFILTRATOR SYSTEMS, INC., DATE OF REVISION: FEBRUARY 19, 31 JOYCE STREET 2015• TRANSMITTAL NUMBER = X264258 DESCRIPTION HCA 29.60 TANK COVER IN (1) 29.0' Loamy Sand TANK COVER OUT (2) 56.0' 10Yr 3/1 CHAMBER CORNER (3) 52.7' 30.4' CHAMBER CORNER (4) 29.10 18.2' Loamy Sand 29.0' 10Yr 5/8 CHAMBER CORNER (6) 56.0' 26.60 o s 10 20 ao FEET 25.10 Meduim S nd 2.5Y 6/6" (Loose)( I 19 10' 1 OWNER OF RECORD: WILLIAM C. KILBURN & MARY G. KILBURN ADDRESS: 31 JOYCE STREET SOUTH YARMOUTH, MA 02664 FEMA FLOOD ZONE X COMMUNITY PANEL # 25001CO587J 17. DEED REFERENCE: DEED BOOK 18285, PAGE 174 18. PLAN REFERENCE: PLAN BOOK 148, PAGE 95 19. ALL DISTURBED AREAS SHALL BE. -RESTORED TO ORIGINAL CONDITION. 20. 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. f (NO BASEMENT), , 2 -BEDROOM I , , ��Huc: r = iuuu -- LEGEND / t DWELLING No Standing, Weeping or Mottling , TOF = 30.2± BH x50.O' EXISTING SPOT GRADE KITCHEN j DINING ROOM LSA / ` DESIGN DATA - - 50 - - EXISTING CONTOUR / X PROPOSED 1,500 I r^ PROPOSED CONTOUR FAMILY ROOM GALLON SEPTIC TANK "" (NO BASEMENT) / NUMBER OF BEDROOMS (EXISTING) 2 NUMBER OF BEDROOMS (DESIGN) 3 (MIN. PER TITLE 5) GAS EXISTING GAS LINE x 29.7 XCV)�1 DESIGN FLOW 110 GAUDAY/BEDROOM W W HC -1 EXISTING WATER LINE w ` / o TOTAL DESIGN FLOW 330 GAUDAY MAP 78 ! PATIO HC -2 - i PROPOSED I ❑/H/W EXISTING OVERHEAD UTILITIES LOT 223 DISTRIBUTION BOX DESIGN FLOW X 200 % = 660 GAUDAY L x�i TEST PIT LOCATION X29.7 `� x 9'6 Y 12" OAK x USE PROPOSED 1,500 GALLON SEPTIC TANK (P NOTE: DEED RESTRICTION TO BE FILED PROPOSED 1,500 GALLON SEPTIC TANK I O O O � C / n',. ( EXISTING CESSPOOL x 91 U'- 1 O (2 x29.8 (2) 4 HOLLY X29.6 PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE © X29.7 TP 1 x INSTALL 20 -ARC 36 (#3613BD) CHAMBERS ��„� , 29x6 L11W ❑ PROPOSED DISTRIBUTION BOX x29.6 0' 12" PINE x Yarmovit eparttment 'i � �Et"a L" EXISTING CESSPOOL T O BE PUMPED,' ' 25 (3) � / , ` SYSTEM CAPACITY �� VZ D Q PROPOSED ARC 36 (#3613BD) CHAMBER v \� �/� X TOTAL L.F. OF CHAMBERS 4 8 SF/LF 0 74 GPD/SQ.FT. - GPD X FLILLED WITH CLEAN, COARSE SA �\� �� ( ) ( ) ( ) - ' ND,.I. \: 12" OAK.! AND ABANDONED (TYP OF 2) (6) ��i��\ (100.0) (4.8 SF/LF) (0.74 GAUSQ.FT.) = 355.2 GAL. LEACHING / DAY e Date �/ Benchmark x29.5 � x29.7 ° Nail in Fence Post �„ (4) X TOTALS: 1 o al Elev. = 30.00' 1 TOTAL NUMBER OF CHAMBERS: 20 $ o, Approx. M.S.L.(5 18" OAK 12" OAK 7< TOTAL NUMBER OF COUPLINGS: 0 REV. DATE BY APP'D. DESCRIPTION 'o x29.6 ��' -' TOTAL LEACHING AREA: 480.0 PROPOSED SEPTIC SYSTEM UPGRADE jG x29 6 0 ,,,�►�j`,�!` TOTAL LEACHING CAPACITY: 355.2 - 1 16" PINE �`®��'j`� ,moo °� s y�sJ PREPARED FOR: LSa °iPi: _ n _ _ E MAP 79 - `� JOHN NOTE: _ t� CAPEWIDE ENTERPRISES �\y EX• STOCKADE FENC LOT 10 EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE (! A CHURC L No 66 JR DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL r; W ��� LETTER CERTIFICATION FOR GENERAL USE ISSUED TO s+s f' T R��,. `; LOCATED AT �G S80° 24 30 _ �-- n SWING -TIES ' ;11200 - PROPOSED INSPECTION PORT WITH INFILTRATOR SYSTEMS, INC., DATE OF REVISION: FEBRUARY 19, 31 JOYCE STREET 2015• TRANSMITTAL NUMBER = X264258 DESCRIPTION HCA HC -2 TANK COVER IN (1) 29.0' 26.0' TANK COVER OUT (2) 56.0' 35.6' CHAMBER CORNER (3) 52.7' 30.4' CHAMBER CORNER (4) 22.1' 18.2' CHAMBER CORNER (5) 29.0' 26.0' CHAMBER CORNER (6) 56.0' 1 35.6' ACCESS BOX (TYP OF 2) - SOUTH YARMOUTH, MA 02664 PROPOSED TOTAL 20 ARC 36 NOTES: SCALE: 1 INCH = 10 FT. DATE: JUNE 16, 2015 MAP 78 (#3613BD) CHAMBERS IN A FIELD MAP 78 CONFIGURATION 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC �` �A� `�b�P�sH OF N.gssq � o s 10 20 ao FEET LOT 231 y LOT 230 ' SYSTEM COMPONENT. o JOHN L. PREPARED BY: RESERVED FOR BOARD OF HEALTH USE i' CHURCHILLJR JC ENGINEERING, INC. 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN: i NO. 807 2854 CRANBERRY HIGHWAY REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH A BPo�F�F EAST WAREHAM, MA 02538 TEST PIT DATA. SITE PLAN I S � ° ` 508.273.0377 11 3 ) ENTIRE PROPERTY IS LOCATED WITH A DEP APPROVED ZONE 2 SCALE. 1 = 10 Drawn By: BSM Designed By: MCP 1 Checked By: JLC JOB No. 3097 I j f