The URL can be used to link to this page

Home My WebLink AboutEngineer PlanGENERAL NOTES: 1. CONTRACTOR SHALL NOTIFY "DIG -SAFE" AS REQUIRED .PRIOR TO THE START OF ANY EXCAVATION WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. 2. THIS PLAN IS FOR SEWAGE DISPOSAL SYSTEM DESIGN PURPOSES ONLY. PROPERTY LINE LOCATIONS TAKEN FROM MASS MAPPER (MASSGIS). 3. WETLAND LOCATION TAKEN FROM MASS MAPPER (MASSGIS) AND IS APPROXIMATE, 4. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION 5. ALL CONSTRUCTION SHALL CONFORM TO THE STATE SANITARY REGULATIONS (310 CMR 15.00) AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. 6. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXISTING BUILDING SEWER, AND REPORT AND DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO THE SETTING OF ANY SEWAGE DISPOSAL SYSTEM COMPONENTS. SEWAGE DISPOSAL SYSTEM NOTES: 1. H-20 RATED COMPONENTS SHALL BE REQUIRED IN ANY AREAS SUBJECT TO VEHICULAR LOADING AND AS REQUIRED ON THE PLAN. 2. THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN. ANY CHANGES OR DEMATIONS FROM THIS PLAN MUST BE APPROVED IN WRITING. 3. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. 4. SOIL ABSORPTION SYSTEMS MUST BE VENTED WHEN DISTRIBUTION LINES EXCEED 50 FEET IN LENGTH, WHEN LOCATED 1N AREAS SUBJECT TO VEHICULAR LOADING, AND WHEN PRESSURE DOSED. 5. FINISHED GRADE SHALL BE A MAXIMUM OF 36" AND A MINIMUM OF 9" OVER THE TOP OF ALL SYSTEM COMPONENTS: 6. EXISTING CESSPOOLS SHALL BE PUMPED DRY, REMOVED, AND REPLACED WITH CLEAN SAND IF THEY ARE FOUND TO BE WITHIN 5' OF THE NEWLY PROPOSED SOIL ABSORPTION SYSTEM (SAS). 7. ALL SEPTIC COMPONENTS SHALL BE INSTALLED WATERTIGHT. 8. COMPONENTS TO BE PROVIDE WITH WATERTIGHT ACCESS COVERS RAISED TO WITHIN 6" OF GRADE WHERE REQUIRED. 9. PRIOR TO FINAL INSPECTION BY THE ENGINEER AND THE BOARD OF HEALTH ALL SYSTEM COMPONENTS MUST BE INSTALLED INCLUDING ALL ACCESS COVERS WITH RISERS. 10. CONNECTION TO EXISTING SEWER UNE ELEVATION BASED ON EXISTING INVERT-ATCESSPOOL (SEE NOTE #11). CONTRACTOR SHALL SECURE CONNECTION AT EXISTING JOINT AND PROVIDE A CLEANOUT AS SHOWN ON THE SCHEMATIC PLOW PROFILE: ALL ORANGEBURG, CLAY, OR SCH. 20 PVC PIPE THAT IS ENCOUNTERED IT SHALL BE REPLACED WITH SCH. 40 PVC. 11. CONTRACTOR TO VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXISTING BUILDING SEWER, AND REPORT AND DISCREPANCIES TO THE DESIGN ENGINEER PRIOR TO THE SETTING OF ANY SEWAGE DISPOSAL SYSTEM COMPONENTS. 12. PROPOSED LINER: INSTALL 40 mil HDPE LINER (APPROX. 30 LINEAR FEET) FROM EL=30.6± TO'EL=26.6± 1. THIS PROPERTY IS LOCATED WITHIN THE ZONE 2 OF A PUBLIC WATER SUPPLY WELL. SCHEMATIC FLOW PROFILE: NOT TO SCALE RAISE COVERS TOP OF FOUNDATION TO WITHIN 6" OF EL=34.4± FINISH GRADE WITH H-20 /-- COVER AND RISERS-\ FINISH GRAS 4" DIA SCH 40 DROP. 2' mm. PVC PIPE 3" max. to" 31.6± 48" *SEE NOTE #11 *SEE NOTES 27:1± #10 & #11 ae *SEE NOTE #12 PROPOSED 1,500 GALLON SEPTIC TANK (H-10) DEEP 'OBSERVATION HOLE LOGS NO SCALE DEEP OBSERVATION HOLE 1 EL. = 33.51 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL 0" - 8" A LOAMY SAND 10 YR 3/4 8" - 32" B LOAMY SAND 10 YR 5/8 32" - 150" C1 MEDIUM/FlNE 10 YR 8/6 D6-3 D -BOX CRUSHED STONE ALL -w- SAND 8'± DATE OF TESTING: 6/3/22 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN C1 LAYER (PERC 0 59") WITNESSED BY: KEITH E. FERNANDES, PE, DIG -1T CONSTRUCTION LLC JAY GARDINER, ASSISTANT DIRECTOR, YARMOUTH HEALTHDEPARTMENT NO GROUNDWATER ENCOUNTERED A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM, PLAN VIEW SCALE: 1" = 20' �.>�Ho MoNl*UE DRI\/E n Edge of Pavement \\ BASIN I [MEL = N I (NA88)' - GV 1h \ ' X�-X 32.8 33.2 ,. 1' _1 � 33.7 x 33.15 33. 1833.5 Q , f LOT 4223 ' 33.3 x33.5 I� x 0 RAISE COVEF TO WITHIN 6' OF FINISH GRADE WITH H-20 COVEF AND RISER I AREA = 10,011 SQ. FT. x �' E;itstin9 2 Bedroom Dwelling Sop of Foundation el 134.41 x x 33.5 14.4 t 38.6 Ewlsti�w°t�.we�w '` { X 33.4 / 38.3 1 n 1 1 Nc GOnCFete ' 433.6 33.2 paved OtivewaY ` 33.4 � Existing j SYSTEM DESIGN CALCULATIONS: DESIGN FLOW: EXISTING 2 BEDROOM DWELUNG AT 110 GAL. PER DAY PER BEDROOM = 220 GPD DESIGN FOR 2 BEDROOMS (YARMOUTH BOARD OF HEALTH REQUIREMENTS) = 220 GPD 220 GPD X 200% = 440 GALLONS - RE -USE EXISTING 1000 GALLON TANK 23' L. X 10.83' W. X 2' D. LEACHING CHAMBER (H-20) CAN LEACH: Vt = [(23 X 10.83). + (23 X 2)2 + (10.83 X 2)21 X 0.74 GPD/SF = 284 GPD NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. INSTALL: ONE (1) - 1500 GALLON SEPTIC TANK (H-10) TWO (2) - 500 GALLON LEACH CHAMBERS (H-10) WITH 3' OF STONE AROUND ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20) IN-HOUSE VARIANCE REQUEST LOCAL UPGRADE APPROVALS: 310 CMR 15.403 VARIANCE: 310 CMR 15.211 (Setbacks) 1.) Soil Absorption System not 20' from Cellar Wall 10' held 10' variance 34.5 UNE(S) EXITING D'BOX SHALL HAVE RAISE (1) COVER TO WITHIN 6" OF FINISH GRADE WITH H-20 RISER AND COVER FINISH GRADE=33.5 (MAX) 4"6 SCH 40 PVC PIPE SPEED LEVELERS AND SHALL REMAIN LEVEL FOR 2'-0" BEFORE PITCHING TO LEACHING FACILITY 4" DIA SCH 40 PVC PIPE - 30.55 4kD�O�WN 2 independence Rd, West _ 30.03 Yarmouth, MA 02673 NOT TO SCALE ASSESSORS' ALLCTED BASE - 32 W/ 6LAYER OF 27.75 x12.34 D6-3 D -BOX CRUSHED STONE ALL -w- (H-20) 8'± I 14'1 LONGEST RUN r ST C:\Users\kfem\Dig It ConstructionDropbox\AAEngineering\Active Jobs\7011 - 2 Independence Road - Yarmouth\CADIPlans\7011sds.dwg PROPOSED LINER (SEE NOTE #12) BED Existing Cesspools BED (See Note #6) Screen Porch (No Basement) SAS DETAIL SCALE: 1" = 10' PROPOSED LINER (SEE NOTE #12)-,\ 10'•83 . I Ya mouth 8ealt6 APPROED Jnr aR1@ 2 JUN 14 2022 HEALTH DEPT. KITCHEN DINING LIVING GARAGE ENTRY FLOOR PLAN PROVIDED BY OWNER PROPOSED INSPECTION PORT PROPOSED BUILD BUILD UP COVER (1) 4" SCH: 40 PVC WN'1'(�El INSPECTION PORT 35" Proposed W/ 18" PIECE OF #4 (9" Min - 36" Max) REBAR RAISE TO WITHIN4" OF GRADE PIPE SHALL BE 30.6± PERFORATED WITHIN FIELD 2" LAYER OF 1/8" - 1/2" STONE (OR FILTER FABRIC) 2' EFFECTIV 3/4" - 1-1/2" STONE DOUBLE WASHED STONE DEPTH 0 20 40 60 USE (2) SHOREY PRECAST (OR EQUAL 500 GALLON LEACH CHAMBERS (H-10) 6.75' SCALE 1"=20' WITH STONE AROUND (SEE SAS DETAIL) (END VIEW) LEACHING CHAMBER -Ei=211 BOTTOM of TEST PIT #1 23' x 10.83' x 2.0' r DIG -IT CONSTRUCTION, LLC PO BOX 268 SOUTH DENNIS, MA 02660 PHONE: 508-432-1635 www.digitconstructionllc.com CLIENT: RYAN FLOOD 2 INDEPENDENCE ROAD WEST YARMOUTH, MA 02673 SrFE. FLOOD RESIDENCE 2 INDEPENDENCE ROAD TITLE: SEPTIC SYSTEM UPGRADE PLAN = 20' 6/3/2022 1 KEF I KEF NO: DRAWING NO: REVISION: 7011 7011-SAS.dwg I N/A 2 independence Rd, West _ - Yarmouth, MA 02673 NOT TO SCALE ASSESSORS' MAP 86 PARCEL 99 LEGEND - 32 EXISTING CONTOUR x12.34 EXISTING SPOT GRADE -w- WATER SERVICE LINE im TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM -x- FENCE -a- GAS LINE -- -- - MassMapper Parcel Info EDGE OF CLEARING Existing Cesspools BED (See Note #6) Screen Porch (No Basement) SAS DETAIL SCALE: 1" = 10' PROPOSED LINER (SEE NOTE #12)-,\ 10'•83 . I Ya mouth 8ealt6 APPROED Jnr aR1@ 2 JUN 14 2022 HEALTH DEPT. KITCHEN DINING LIVING GARAGE ENTRY FLOOR PLAN PROVIDED BY OWNER PROPOSED INSPECTION PORT PROPOSED BUILD BUILD UP COVER (1) 4" SCH: 40 PVC WN'1'(�El INSPECTION PORT 35" Proposed W/ 18" PIECE OF #4 (9" Min - 36" Max) REBAR RAISE TO WITHIN4" OF GRADE PIPE SHALL BE 30.6± PERFORATED WITHIN FIELD 2" LAYER OF 1/8" - 1/2" STONE (OR FILTER FABRIC) 2' EFFECTIV 3/4" - 1-1/2" STONE DOUBLE WASHED STONE DEPTH 0 20 40 60 USE (2) SHOREY PRECAST (OR EQUAL 500 GALLON LEACH CHAMBERS (H-10) 6.75' SCALE 1"=20' WITH STONE AROUND (SEE SAS DETAIL) (END VIEW) LEACHING CHAMBER -Ei=211 BOTTOM of TEST PIT #1 23' x 10.83' x 2.0' r DIG -IT CONSTRUCTION, LLC PO BOX 268 SOUTH DENNIS, MA 02660 PHONE: 508-432-1635 www.digitconstructionllc.com CLIENT: RYAN FLOOD 2 INDEPENDENCE ROAD WEST YARMOUTH, MA 02673 SrFE. FLOOD RESIDENCE 2 INDEPENDENCE ROAD TITLE: SEPTIC SYSTEM UPGRADE PLAN = 20' 6/3/2022 1 KEF I KEF NO: DRAWING NO: REVISION: 7011 7011-SAS.dwg I N/A