The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - 2018T.O.F. EL.= 17.3-'+-- PROVIDE 7.3'±PROVIDE EXTENSION RISER WITH COVER OVER INLET & FINISH GLADE OVER TANK EL. FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. f 16.9,+ @ FOUNDATION = 16.5'±' 20" MIN. ACCESS g" MIN. COVER (3 TYP.) 36" MAX. PROP. SCH. 40 I PVC SEWER PROP. SCH. 40 MIN. SLOPE � g " " PVC SEWER @��11 3„ 2" DROP MIN. j 3" DROP MAX. 3 9 MIN. SLOPE @ 7 13" 1 *15. 0' 3- 14° 14.25' 14.50 ALL TEES MUST BE CENTERED 48" OUT TEE UNDERNEATH, RISERS GAS BAFFLE. 18.4' OFFSET TO FND 6" CRUSHED STONE OVER MECHANICALLY COMPACTED BASE C C C C C PROPOSED 1,500 GALLON H-10 CONCRETE SEPTIC TANK, *CONTRACTOR TO VERIFY EXISTING -LENGTH 10'-8" WIDTH 51-$11 DEPTH 5'-811 (Dimensions Per ELEVATION PRIOR TO ANY WORK & SEPTIC I AN a � PROFILAcme-Shorey)E NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE SWING -TIES i FINISH GRADE OVER D -BOX = 16.7'± FINISH GRADE OVER CHAMBERS = 165- 17.2' EKRAL NOTES SLOPE @ 2% MINOVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED . REMOVABLE WATER -TIGHT COVER OVER 1 STONE TO CROWN OF PIP RISER TO WITHIN 6" OF FINISHED GRADE E 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 5" DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 1/8" TO 1/2 DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE �� TOP OF SAS = 14.30' PLACE RISERS ON ALL DESIGN ENGINEER. 9 MIN. 9" MIN CHAMBERS WITH 36" MAX. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 13,30' 36" MAX.BREAKOUT EL = 13$0' INLET PIPES TO 6" OF . FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. . L=28't j 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN PROVIDE WATERTIGHT o o ELEVATION = 13.80' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM JOINTS (TYP.) oo�� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF SEPTIC TANK 4" PVC OUT TO LD D O O D D OOD D O O o o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. O LEACHING FACILITY o 00 0 0 12" 6" 2 o� o o 0 o � CD SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 13.67' 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 00 0 0 0 ;I o� MIN. 13,rjQ' 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK ! 6" CRUSHED STONE o o ° o 0 $ oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o o _ o I NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASEI AND DESIGN ENGINEER. 3' i OUTLET DISTRIBUTION BOX 4.0' 8 5' (TYP) 4 0 4'0 4.83' 4'0 8. ELEVATIONS BASED ON NAVD 88 DATUM. BENCHMARK ELEVATION OF 17.30' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE 25.0' (TMP.) ON THE CORNER OF A STOOP, AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV. < 6.20' PIPES TO BE LAID LEVEL. 1 1.30 12.83' y 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 2- 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW } THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT. CROSS SECTION VIEW 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES H-20 DIST 'RI DU � !O BOX DETAIL.TYPICAL Co -CAMBER PROFILE H-20 � AMi I AI LS TO THE DESIGN ENGINEER. IA10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALENOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING MAP 28 MAP 36 LOT 180 LOT 126 EX. LEACHING PITT TO BE rl IRAPL.D RIND FILLED 0,11 T I I , 11 CLEAN, COARSE SAND AND >' . ABANDONED x17.2 / 7. X17.3 (5) 13.1 (6) 12.8 >`t / \ 24" MAPLE 71. S EX. DISTRIBUTION BOX \ 1 TO. BE ABANDONED�'.__ PROPOSED 2-500 GALLON \ J 7 1 H-20 LEACHING CHAMBERS X17.2 x17.3 RHODODENDRON/ ® 1t WITH AGGREGATE \� 24" SPRUCE CP PROPOSED a / TP 1 o x16.5 1_\ EX. CESSPOOL � G H-20 D -BOX 16x7 BE PUMPED AI;D O��- PROPOSED INSPECTION PORT FILLED WITH CLE N, COARSE SAND AND SHED ABANDON_D (1) YEW I �� do ® y (2) I 1� I LS r !I (DATA HCA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PERC NO. NI /A SEPTIC COVER IN (1) APPROPRIATE AUTHORITY. INSPECTOR: Phil Renaud 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED EVALUATOR: Michael Pimentel, EIT, CSE 22.3' UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR Oct. 1999 - TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. C.S.E. APPROVAL DATE: CORNER OF STONE (4) - DATE: February 8, 2018 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT #: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE CORNER OF STONE (6) - MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP = 16.70' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV WATER = <6.20' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN - PERC RATE - < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC = 36" - 54" 16. PROPOSED PROJECT IS LOCATED WITHIN: TEXTURAL CLASS: 1 1 ASSESSOR'S MAP 28 LOT 178 011 A 6" B 36" Perc 54" C x16.8 (4) A . � .4 �.. � _ �J (3) � 7, MAP 28 dAVII v ,P PROPOSED 1,500 x16.5 >� LOT 179LOCUS MAP 28 CONCRETE PAD GALLON SEPTIC TANK BEECH ry 7�. PLAN LOT 58.1 1� "'cy I 1� SCALE: 1 = 1000' a i 4 o 1, 126" a .77 Benchmark x16 7 I >ok DESCRIPTION HCA HC -2 HC -3 SEPTIC COVER IN (1) 25.0' 21.1' - SEPTIC COVER OUT (2) 29.9' 22.3' - CORNER OF STONE (3) - 40.0' 32.2' CORNER OF STONE (4) - 52.3' 41.4' CORNER OF STONE (5) - 63.4' 60.0' CORNER OF STONE (6) - 53.8' 54.0' NOTES: 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 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. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2. . OWNER OF RECORD: DAVID & JOYCE SPRIK 16.70' ADDRESS: 57 VERMONT STREET WEST ROXBURY, MA 02132 16.20' FEMA FLOOD ZONE X COMMUNITY PANEL # 25001 C0569J 17. DEED REFERENCE: BOOK: 31051 PAGE: 188 13.70' 18 PLAN REFERENCE: PLAN BOOK: 126 PAGE: 89 12.20' 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. 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 22. OWNER /APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL I REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. .6.20' d .p BRICK �( Corner of Stoop i� No Mottling, Standing or Weeping Observed a FIREPLACE d NAVD 88 .30' POLET DESIGN DATA LEGEND - ' I d f Q 4 50x0' EXISTING SPOT GRADE NUMBER OF BEDROOMS (DESIGN) 3 HC -1 HC -2 ARBORVITAE ��1Z - - - 50 - - - EXISTING CONTOUR o : X DESIGN FLOW 110 GAUDAY/BEDROOM -CRAWLS ° X� ^' / X. CO TOTAL DESIGN FLOW 330 GAUDAY 50 PROPOSED CONTOUR BH ), � , BUSH 9 Co to- DESIGN FLOW x 200 % - 660 GAUDAY 50 PROPOSED SPOT GRADE o j HC -3 ? 16- lI USE PROPOSED 1,500 GALLON SEPTIC TANK GAS EXISTING GAS LINE oCD ❑/H/W EXISTING OVERHEAD WIRES m #10.�� -W-W EXISTING WATER LINE EXISTING INSTALL 2 - 500 GALLON H-20 CHAMBERS w/ AGGREGATE 3 -BEDROOM ' � i TEST PIT LOCATION n I -BASEMENT DWELLING SIDEWALL CAPACITY / TOr-- 17.3± >• j 0 PROPOSED 1,500 GALLON SEPTIC TANK j� (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) GAUDAY = BIT. DRIVEWAY �� (25.0' + 12.83') (2) (2') (0.74 GPD/ S.F.) =112.0 GAUDAY >�yarmoutl lea PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE I BOTTOM CAPACITY li ® PROPOSED H 20 MIC TRIBUTIONBO X - ' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 1� (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAYQQC D te PROPOSED 500 GALLON H-20 LEACHING CHAMBER TOTALS: I ' 2 REV. DATE BY APP D. DESCRIPTION MAP 28 O I / x >, TOTAL. NUMBER OF CHAMBERS LOT 178 , 4�1 ' TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE 1 15,682 ± S.F. a \ , TOTAL LEACHING CAPACITY 349.4 GAL./DAY i Jw o.- �sSss9cG PREPARED FOR: CAPEWIDE ENTERPRIS `S , JOHN N RECEI CHURC JR. 18" OAK 0 ( o No. 66 LOCATED AT MAR 2 2 Zola V. J /o \� ' 10 OVAL DRIVE �EAL; gar � x_ • ^ �='�='=��in ' BUY VVIR-- -,) � _ YARMOUTH, MA 02673 N85° 54' 30"E X -F _X _ - _x- U.P. #1472/1 - -- SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 15 2018 -X -X-X-X Q 118.45' FENCE (TY) / - +� \ ZH OF M. _ 0 5 10 20 40 FEET I 16' _ -- E -DG i= PAVEMENT JOHN'L , G PREPARED BY: 1 CHURCHILLJR. m RESERVED FOR BOARD OF HEALTH USE CIVIL .JC ENGINEERING, INC. OVAL DRIVE NO. 4180 ca 40' WIDE LAYOUTS �F�, �a 2854 CRANBERRY HIGHWAY i ( EAST WAREHAM, MA 02538 SITE PLAN 16- 508.273.0377 SCALE: 1" = 10' Drawn By: SJI Designed By: SJI Checked By: MCP JOB No. 4076 j� I