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Home My WebLink AboutEngineer PlanT.O,F, EL.= 39.9'± PROPOSED EXTENSION RISER �WITH COVER OVER INLET & OUTLET TO WITHIN 6" OF F.G. FINISH GRADE @ FND. EL.= 39.0'± F.G. OVER TANK EL. = 36.5' - 37. 0' PROPOSED 4" SCH. 40 PVC SEWER PIPE 3" DROP MAX 611 311 11 n 31' 911 4 _rN%.1r, Will,% MIN. SLOPE 1% MIMTSLOPE�11% 14" IINTRACTOR TO PROVIDE ECIFIED DROP BETWEEN' .ET AND OUTLET CONTRACTOR CONTRACTOR SHALL n1ITI;z T;zl= OUTLET TEE SHALL VERIFY SIZE 48" VERIFY CONDITION OF AND CONDITION OF EXISTING TEES GAS BAFFLE EXISTING SEPTIC AND REPLACE AS TANK NECESSARY EXISTING 1,500 GALLON CONCRETE SEPTIC TANK S"-sn-TIC, TAM!'\` QP"OFILE NOT TO SCALE MAP 91 LOT 47O 4. Ui U, el C4 mm � 0 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. PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 11. 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. FINISH GRADE OVER D-BOX = 35.8'± REMOVABLE WATER -TIGHT COVER OVER RISER TO WITHIN 6" OF FINISHED GRADE 5" DIA. OUTLET(S) 9" MIN. 36" MAX. L=411:t PROVIDE WATERTIGHT 4" PVC IN FROM f JOINTS (TYP.) SEPTIC TANK 4" PVC OUT TO LEACHING FACILITY 1211 611 32.90' MIN, 32.73 6" CRUSHED STONE OVER MECHANICALLY COMPACTED BASE A OUTLET DISTRIBUTION BOX TO BE INSTALLED ON A LEVEL STABLE BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. CROSS SECTION VIEW 3UPOiN FE10" D`T:`d1_ NOT TO SCALE 37 PROPOSED DISTRIBUTION BOX MAP 91 LOT 47 SWING -TIES DESCRIPTION HCA HC-2 CORNER OF STONE (1) 52.0' 63.0' CORNER OF STONE (2) 55.4' 54.4' CORNER OF STONE (3) 79.2' 1 75.7' CORNER OF STONE (4) 76.8' 82.2' - 4" SCHEDULE 40 PVC MIN SLOPE 1% 9" MIN. 32.50" 36" MAX. FINISH GRADE OVER CHAMBERS= 35.5'- 35.9' NOT G L_ FA SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION STONE TO CROWN OF PIPE vv" wr - PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. UBLE WASHED 2" OF 1/8" TO 1/2" DOUBLE WASHED DOUBLE FILTER ER STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. TOP OF SAS 33.50' PLACE RISER ON ALL UFAE 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL CHAMBERS W/ PIPED SYSTEM UNLESS OTHERWISE NOTED. BREAKOUT EL= 33.001 INLETS TO WITHIN 6" OF FINISHED GRADE---' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN ELEVATION = 3100'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF C LINER 10 MCC 'rUAKI THE 00CAVnHr ELEVATION I 0 0 C:) CD C�C> cb C) 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 2# rc6p:C�2:) (::)C) CDC:) C�,C:) cx::� LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK i C)C:) 6'p C:) C:C),:C)D cc,:) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 1 L AND DESIGN ENGINEER. 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM, SEE BENCHMARK LOCATION AND ELEVATION AS SHOWN ON PLAN. I . i 4.0' 8.5- (TYP) -4.0'- 4.0' 4.83' (TYP) MAP 91 LOT 57 PROPOSED TWO (2) 500 GALLON LEACHING CHAMBERS w/ STONE 0mel 25.0 1 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION GROUND WATER ELEV.= < 24.50 12.83' I THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW i 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER, TYPICAL CHAMBER PROFILE I -i !.- t I I L 10. ALL JOINTS VVrltKt riet: ENTERS til%) AND EXITS kwUNki. STRUCTURES OrIMLL BE IVIJI-Nur- WATERTIGHT. NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PIT REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM -7 DAA TAPPROPRIATE AUTHORITY, PERC NO. N/A 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED INSPECTOR: Barry Lewis (BOH) UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR -'- SOU EVALUATOR: Michael Pimentel, EIT, CSE -20 LOADING. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H SC.S.E. APPROVAL DATE: Oct. 27,1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ; January DATE: 11,2024 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 4 NE 11 1 1 TEST PIT #: MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, Jr ELEV TOP = 35.50' NZ, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15,255(3). ' 50 . 24 < ELEV WATER 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN '0 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PERC RATE < 2 min./inch # 16. PROPOSED PROJECT IS LOCATED WITHIN: 0*1 DEPTH OF PERC = 361'-5411 ASSESSOR'S MAP 91 LOT 48 0 TEXTURAL CLASS: I LOCUS OWNER OF RECORD: IRENE & ALBANO PONTE ADDRESS: 46 DRIVING TEE CIRCLE 4d 0 IV It Ik 0 - _n t)4Rvo ON r SOUTH YARMOUTH, MA 02664 7 3 161, 00 0 1211 PO4i 0 B 3611 Perc XSalt Box 5411 B e a c h 7, J/ Laha is� 4 C 4 i LOCUS PLAN . SCALE: 1" = 1000' SITE PLAN SWING -TIES & DIMS. SCALE: I"= 20' SCALE: T' = 201 FEMA FLOOD ZONE x 34.50' 1 COMMUNITY PANEL # 25001CO59IJ 17. DEED REFERENCE: L.C. CERTIFICATE #142337 18. PLAN REFERENCE: L.C. PLAN #32248-B (SHEET 2) 32.50' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION, 31.00' 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 / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 24 sm, No Mottling, Standing or Weeping Observed o .... .. . ------- 0-ESIGiNI DA-i-A NUMBER OF BEDROOMS (EXISTING) 3 DESIGN FLOW 110 _GAUDAY/BEDROOM TOTAL DESIGN FLOW 330 GAUDAY DESIGN FLOW x 200 % = 660 GAUDAY USE EXISTING 1,500 GALLON SEPTIC TANK INSTALL 2 - 500 GAL. CHAMBERS w/ STONE SIDEWALL CAPACITY (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUD" (25.01+ 12.83') (2) (2') (0.74 GPD/ S.F.) = 112.0 GAUDAY BOTTOM CAPACITY (LENGTH x WIDTH) (0,74 GPD/S.F.) = GAUD" (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY TOTALS: TOTAL NUMBER OF CHAMBERS 2 TOTAL LEACHING AREA 472.2 SQ,FT. TOTAL LEACHING CAPACITY 349.4 GAL./DAY RESERVED FOR BOARD OF HEALTH USE 50xO' - 50 - 50 17-50-1 GAS i SIC Yarmouth Health Department L M Ovi) REV DATE.-. OF Aj,4 V JOHN L. CHURCHILL JR. CIVIL NO. 41807 EXISTING SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT GRADE EXISTING GAS LINE EXISTING OVER HEAD WIRES EXISTING WATER LINE EXISTING LANDSCAPED AREA TEST PIT LOCATION EXISTING 1,500 GALLON SEPTIC TANK PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE PROPOSED DISTRIBUTION BOX PROPOSED 500 GALLON LEACHING CHAMBER BY I _APP'D. _j DESCRIPTION :IROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR ROBERT B. OUR CO., INC. LOCATED AT 46 DRIVING TEE CIRCLE YARMOUTH, MA ------ . . ...... SCALE: 1 INCH = 20 FT. DATE: JANUARY 17,2024 0 10 20 40 80 FEET PREPARED BY JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 508.273.0377 Drawn By: MCP 1 Designed By: MCP Checked By: JLC J013 No. 7492