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Home My WebLink AboutEngineer Planr FINISH GRADE OVER D BOX 23.6 _ _ _�g 4 s T.O.F. EL.= 25:2 FINISH GRADE OVER CHAMBERS 23.6 23.9' PROPOSED EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-112 DOUBLE WASHED f REMOVABLE WATER -TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET & RISER TO WITHIN 6" OF FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. 4" SCHEDULE 40 PVC METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , , MIN SLOPE 1% 2" OF 1/8" TO 112" DOUBLE WASHED @ FND. EL. 23.8 F F.G. OVER T/ NK EL. = 23.0 f r-5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. f - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE I _ PLACE RISERS ON ALL IL£ FILTER FABRIC DESIGN ENGINEER. PROPOSED 4" 9" MIN. TOP OF SAS = 20.93 9' MIN. CHAMBERS wl PIPED 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SCH. 40 PVC 36" MAX. 20.10' 36" MAX. BREAKOUT EL = 20.60= INLETS TO WITHIN 6' SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE OF FINISHED GRADE 6" 3" 3" DROP MAX ,; L=22'+ � 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN 3 Mia. scores iss PROVIDE WATERTIGHT o ELEVATION = 20.60' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4" PVC IN FROM JOINTS (TYP.) 8w� �� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF _ 1q" SEPTIC TANK 4" PVC OUT TO T 0 O 0 0 0 C� O 0 0' o Q THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE LEACHING FACILITY oo o C:: 5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN op D �! INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL VOUi LET TEE 20.3T MIN. 17, 6 20.20' o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL SHALL VERIFY SIZE 48 VERIFY CONDITION OF 2 000 Q000 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GA BAFFLE 6" CRUSHED STONE O o 0 0 = = = = � o® FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 0 _ o I o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE I I 4.0' $.5' (TYP) ! 4:0` 4.D' + 4.0' AND DESIGN ENGINEER - 4.0' OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK LOCATION AND TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ELEVATION SHOWN ON PLAN, BASE. FIRST TWO FEET OF OUTLET 18.10, GROUND WATER ELEV. < 12.90' 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. - 5' MIN. - s x =r - -= r: 7 ! THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 2 31) GALLON CHAMBERS t°ENDI 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES < _ ., g y CROSS SECTION VIEW -`'`/� f ..�tL. CHAMBER PROFILEDETAILS TO THE DESIGN ENGINEER. PTC SANK i awl E � u . ; IF DIS r EREN r, NOT TO SCALENOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. i ,. _� 11, NO DETERMINATION HAS SEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: ,/ -��1� REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM MAP 47 PERC NO. N/A APPROPRIATE AUTHORITY. 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM ZONE � ► LOT i36 COMPONENT. r - , , /-ravel a, INSPECTOR: Bruce Mur h BOH 12- ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED MAP 47 - UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING EVALUATOR: Michael Pifnenfei, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. O, rl . 2? 7 fir -- __ LOT 135 FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO C:S.E. APPROVAL DATE( 1, « v_ae Oct: 27199913. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. - ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. -_}, }"- "1 "' March 24, X2022 OU F DATE: � j „ ._ 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TEST PIT #: 1 3. ENTIRE PROPERTY IS NOT LOCATED W1THV4�6 ?,1JrASS DEP ZONE It. � : , r MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY: , {7, ELEV TOP = 23.90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 4: SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER.] °� - . >1, w9'�-(lFINES OR OTHER UNSUITABLE MATERIAL 1N ACCORDANCE WITH 310 CMR 15.255(3). _ ; s __ELEV WATER = < 1 ..90 INSTALLER-SHALL-VERIFY-SWINGTIE-ASURE�ENTSTN�HE�J€L-0-FIELD-INSTAL-LING THS -- ,/ � -,_, -._ - �7 _ -- -. __ ---- � - -- --- -- -- •. ✓f77?tl 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN x21.5 SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT)1 /� « « PERC RATE _ < 2,min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. , , r3 n t,e,, r, , DEPTH OF PERC 30" - 48" 16. PROPOSED PROJECT IS LOCATED WITHIN: MAP 39 / `«. 4 TEXTURAL CLASS: I ASSESSOR'S MRP 39 LOT 97 LOT 98 / « OWNER OF RECORD: CAROL SAAR( ROBERT PIZZI 011 125.0 _ •s.«4 6 D N75.4p 30" A:. . J «. LOCUS B '--------------- r u. f 30 v GARAGE r C-1 411C m LOCUS PLAN 1 bfP / jm, t r` SCALE: 1" = 1000` - - -2 #143 cC4 o 132„ 23.90' ADDRESS: 143 WEST YARMOUTH ROAD WEST YARMOUTH, MA 02673 23.40' FEMA FLOOD ZONE X COMMUNITY PANEL # 25001CO586J 21.40' 17. DEED REFERENCE: L.C.C. #214037 18. PLAN REFERENCE: L.C. PLAN NO. 28197-B u 90, 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. OWNER / APPLICANT I CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 3-12.90' x23.8 EXISTING :' z No Mottling, Standing or Weeping Observed 3 -BEDROOM # 1 z _ rr > DWELLING ms.? IL , p S PROP. D -BOX B i t NUMBER OF BEDROOMS (EXISTING) 3 50xO' EXISTING SPOT GRADE EXISTING CONTOUR RECEIVE -0 z DESIGN FLOW 110 GAUDAYIBEDROOM 3'� / - , TOTAL DESIGN FLOW 330 GAUDAYPI j0 1g FD (1 21T G2 __TCP -25 a r PROPOSED CONTOUR r o 50 .PROPOSED SPOT GRADE HEALTH DEPT W X 200 = 660 GAUDAY DESIGN FLOW /o (4) USE EXISTING 1,000 GALLON SEPTIC TANK - - EXISTING GAS LINE 0 �. m yl Y _.. ty /`; EXISTING OVERHEAD UTILITIES VI, ` �\ r,P�1 . _o INSTALL 2 - 500 GAL. CHAMBERS w/ STONE - - EXISTING WATER LINE 23x9' _ - - - Yarmouth ;Health Departmeat - - _ - - - - 2) a O TEST PIT LOCATION _ 24- -(3 - - 25.0' 3 u, SIDEWALL CAPACITY APPROVED j 4 2q M r el (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74. GPD/S.F.) = GAL/DAY _ - N (25.0' + 12.83') (2) (2') ( 0.74 GPD/ S.F.) =112;0 GAUDAY Nam Dam EXISTING 1;OD0 GALLON SEPTIC TANK # _h , � \ MAP 7 co BOTTOM CAPACITY LOT 97 ^ co r PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE � , '�.� •. _ e PROPOSED TWO (2) < jt' - - - ` 1 r, 411 15,624±S.F. (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 500 -GALLON LEACHING 3" i O PROPOSED DISTRIBUTION BOX CHAMBERS wl STONE t (25-0'x 12-83') (0.74 GPD/SF.) _ 237.4 GAUDAY i O PROPOSED 500 GALLON LEACHING CHAMBER w, t __-25 - - - -� t TOTALS: TOTAL NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION . TOTAL LEACHING AREA 472.2 SQ.FT. `M1I x24.7�r r TOTAL LEACHING CAPACITY 349.4 GAUDAY PROPOSED SEPTIC SYSTEM UPGRADE \/ 1 Benchmark / cH OF 190+. e PREPARED FOR Nail Set in 12" Tree i JOHN L. o y i 1 Elev.=25-00' 1 i f i 1 Approx. MSL t g CHURCHIL JR. y ROBERT B. OUR CO., INC. i r CW N0. +€8066 x25.41 r t LOCATED AT 143 WEST YARMOUTH ROAD WEST YARMOUTH, MA 02673 t � f MAP 39 LOT 96 S25'40,3p" i rr SWING -TIES SCALoE: 1INCH = 10 10 zo DATE: APRIL 4,2022 5 40 ,2022ao FEET 124.,9,9, i r IV i r t/ SITE PLAN - SCALE: 1" = 10' DESCRIPTION HCA HC -2 CORNER OF STONE (1) 43.4' 26.0' CORNER OF STONE (2) 53.2' 28.3' CORNER OF STONE (3) 70.8' 52.1' CORNER OF STONE (4) 63.8' 50.9' nr � 5c JR. PREPARED BY RESERVED FOR BOARD OF HEALTH USE HUROCHILL �� JC ENGINEERING, INC. U CIVIJ NO. ti 2854 CRANBERRY HIGHWAY s, EAST WAREHAM, MA 02538 508.273.0377 ✓ r` Drawn By MCP Designed By: MCP Checked By: JLC JOB No. 6168