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HomeMy WebLinkAboutEngineer Plans - 2020ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 2.5 9 y 1 No GROUNDWATER FOUND _ LOCUS MAP (_% SLOPE) (- . SLOPE) (_% SLOPE) NOT TO SCALE 39' D' BOX 12' LEACHING FOUNDATION- 17 SEPTIC TANK FACILITY ASSESSORS MAP 132 PARCEL 122 LOCUS IS WITHIN FEMA FLOOD ZONE X �. ZONING SUMMARY SYSTEM DESIGN: ZONING DISTRICT: R-40 GARBAGE DISPOSER IS NOT ALLOWED tiro MIN. LOT SIZE 40,000 S.F. R -Brn \ DESIGN FLOW: 3 BEDROOMS ®110 GPD = 330 GPD MIN. LOT FRONTAGE 150' _.� )j USE A 330 GPD DESIGN FLOW MIN. FRONT SETBACK 30' A _ MIN. SIDE SETBACK 20' SEPTIC TANK: 330 GPD (2) = 660 MIN. REAR SETBACK 20' �7a>WP11_ti1 `` USE A 1500_ GAL. _SEPTIC _TANK SITE IS NOT LOCATED WITHIN A ZONE it 2;7 LEACHING: ��� V V SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD REFERENCES BOTTOM 25 x 12.83 74 237 GPD \ (`, l t� � ) (--� _ DEED BOOK 18654 PAGE 99 (iN Q d PLAN BOOK 426 PAGE 15 \, I �C21ve rn3 TOTAL 472 S.F. 349 GPD - --- CJ) - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) o �' '1 / WITH 4' STONE ALL AROUND r `9 I NOTES / 1. DATUM IS NAVD85 TEST HOLE LOGS ENGINEER. ARNE H. OJALA, PE, 4 v) (/ 0 us 0 o DATE: MARCH _o yel/Jr C PERC. RATE _ < 2 MIN/INCH SYSTEM PROFISHALLLE TAPEOR BE a w - 0^ � 0 MARKED WITHC MAGNETIC ELEV. 4 ELEV. r COMPARABLE MEANS FOR FUTURE LOCATION. 19.8' (NOT TO SCALE) O/A LS PROVIDE MIN, 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE LS CONCRETE COVERS TO WITHIN 3" GRADE 10YR 2/1 _ 2" PEASTONEOR GEOTEXTILE 3 3 \ TOP FOUND. EL. 27.5 FILTER FABRIC OVER STONE F2% B 25.5' MINIMUM .7OVER OVER FS SLOPE REQUIRED OVER SYSTEM MS NOTE: 2" MIN. WALL BLOCKS OR 5 PRECAST H-10 THICKNESS REQUIRED (TYP.J 1OYR 6/6 PRECAST RISERS B RISERS 40 PVC sv EVEL 1ST 6' MIN. SUMP 2' 4' MORTAR ALL COMPONENTS (TYP,) INV El. 78.20 4� 12" MIN. INT. DIM. ENDS . 10YR 6/6 SIDES 19.03' *22.B' 10' a' 3oa 22.35' TEF 1500 CAL H-10 TEE ®��® ®O®®® k C MIN. SEPTIC TANK 22.10' o o.TEST D'BGX®�®®®EVELNESS PJuF-3oK2®®�o®o ®®�®o®®®��o MS 4' LIC. LEVEL GAS DAPPLE .• ° OR EQUAL r0' '°°,`�°o°°° [Ei En �Q�m®�© ® ®En EEI ®®®ACME 2.5Y 7/4 18.47' �o�00000�,°° e°°o°o° o 16.20° 2.5Y 7/4 o°o°oO°° 000n_no 00000° H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 120" 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. UNITS REQUIRED NO GROUNDWATER ENCOUNTERED ALL AROUND PRECAST STRUCTURES L�(2) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 [21) 16 16 LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 2.5 9 y 1 No GROUNDWATER FOUND _ LOCUS MAP (_% SLOPE) (- . SLOPE) (_% SLOPE) NOT TO SCALE 39' D' BOX 12' LEACHING FOUNDATION- 17 SEPTIC TANK FACILITY ASSESSORS MAP 132 PARCEL 122 LOCUS IS WITHIN FEMA FLOOD ZONE X �. ZONING SUMMARY SYSTEM DESIGN: ZONING DISTRICT: R-40 GARBAGE DISPOSER IS NOT ALLOWED tiro MIN. LOT SIZE 40,000 S.F. R -Brn \ DESIGN FLOW: 3 BEDROOMS ®110 GPD = 330 GPD MIN. LOT FRONTAGE 150' _.� )j USE A 330 GPD DESIGN FLOW MIN. FRONT SETBACK 30' A _ MIN. SIDE SETBACK 20' SEPTIC TANK: 330 GPD (2) = 660 MIN. REAR SETBACK 20' �7a>WP11_ti1 `` USE A 1500_ GAL. _SEPTIC _TANK SITE IS NOT LOCATED WITHIN A ZONE it 2;7 LEACHING: ��� V V SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD REFERENCES BOTTOM 25 x 12.83 74 237 GPD \ (`, l t� � ) (--� _ DEED BOOK 18654 PAGE 99 (iN Q d PLAN BOOK 426 PAGE 15 \, I �C21ve rn3 TOTAL 472 S.F. 349 GPD - --- CJ) - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) o �' '1 / WITH 4' STONE ALL AROUND r `9 I NOTES / 1. DATUM IS NAVD85 TEST HOLE LOGS ENGINEER. ARNE H. OJALA, PE, 4 v) (/ 0 us 0 DATE: MARCH _o yel/Jr C PERC. RATE _ < 2 MIN/INCH v c 2,c Q` f a w - 0^ � 0 C-,� ELEV. 4 ELEV. ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 2.5 9 y 1 No GROUNDWATER FOUND _ LOCUS MAP (_% SLOPE) (- . SLOPE) (_% SLOPE) NOT TO SCALE 39' D' BOX 12' LEACHING FOUNDATION- 17 SEPTIC TANK FACILITY ASSESSORS MAP 132 PARCEL 122 LOCUS IS WITHIN FEMA FLOOD ZONE X �. ZONING SUMMARY SYSTEM DESIGN: ZONING DISTRICT: R-40 GARBAGE DISPOSER IS NOT ALLOWED tiro MIN. LOT SIZE 40,000 S.F. R -Brn \ DESIGN FLOW: 3 BEDROOMS ®110 GPD = 330 GPD MIN. LOT FRONTAGE 150' _.� )j USE A 330 GPD DESIGN FLOW MIN. FRONT SETBACK 30' A _ MIN. SIDE SETBACK 20' SEPTIC TANK: 330 GPD (2) = 660 MIN. REAR SETBACK 20' �7a>WP11_ti1 `` USE A 1500_ GAL. _SEPTIC _TANK SITE IS NOT LOCATED WITHIN A ZONE it 2;7 LEACHING: ��� V V SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD REFERENCES BOTTOM 25 x 12.83 74 237 GPD \ (`, l t� � ) (--� _ DEED BOOK 18654 PAGE 99 (iN Q d PLAN BOOK 426 PAGE 15 \, I �C21ve rn3 TOTAL 472 S.F. 349 GPD - --- CJ) - USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) o �' '1 / WITH 4' STONE ALL AROUND r `9 I NOTES / 1. DATUM IS NAVD85 E l.% 25] �! 6 TOE �35. BENCHMARK: CENTER BASIN =26.3' NAVD88 o � , PAVED DWE 27. ml N l C7 i N C, 'V 0 0 ---------- 84'48'42"E �s 268.61 Q 23 t., 2. MUNICIPAL WATER IS PROPSOED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-12 5. PIPE JOINTS TO BE MADE WATERTIGHT, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. TEST HOLE LOGS ENGINEER. ARNE H. OJALA, PE, 4 v) (/ E l.% 25] �! 6 TOE �35. BENCHMARK: CENTER BASIN =26.3' NAVD88 o � , PAVED DWE 27. ml N l C7 i N C, 'V 0 0 ---------- 84'48'42"E �s 268.61 Q 23 t., 2. MUNICIPAL WATER IS PROPSOED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-12 5. PIPE JOINTS TO BE MADE WATERTIGHT, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. V % / 27 , A a 4 ,r IIIA tf X15S' � E A .Ylx1`� o .yin, ✓� ji�`Sq�41 ��j3 DANIEL A. ofit 508-362-4541 FY~FP� DANIEL I fax 508-362-9880 downcope.com © o No.:09b0 down cope engineerinj, inc. c civil engineer's L 1�°•r land surveyors 939 /✓loin Street ( Rte 6A) YARMOUTHPORT MA 02575 DATE DANIEL A. OJALA, P.E., P.L.S. Yarmouth Aealt6 DePartmeat V D� z z I Name Date TITLE 5 SITE PLAN OF "PARCEL A" COR. PLAYGROUND LN. & CENTER ST. YARMOUTH PORT PREPARED FOR BAYSIDE BUILDING INC. DECEMBER 7, 2020 Scale: 1 "= 20' -- - MAR 19 2021 C 10 20 30 40 50 FEET 20-296 TEST HOLE LOGS ENGINEER. ARNE H. OJALA, PE, SE WITNESS: PHIL RENAUD DATE: MARCH 10, 2011 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS C-,� ELEV. 4 ELEV. 0„ 19.9' 0„ 19.8' 0/A O/A LS LS 10YR 2/1 10YR 2/1 3 3 E B FS MS 10YR 5/1 5 20" 1OYR 6/6 181' B MS 20" 10YR 6/6 18.2' C PERC C MS 2.5Y 7/4 MS 2.5Y 7/4 120" 9.9' 120" 9.8' NO GROUNDWATER ENCOUNTERED V % / 27 , A a 4 ,r IIIA tf X15S' � E A .Ylx1`� o .yin, ✓� ji�`Sq�41 ��j3 DANIEL A. ofit 508-362-4541 FY~FP� DANIEL I fax 508-362-9880 downcope.com © o No.:09b0 down cope engineerinj, inc. c civil engineer's L 1�°•r land surveyors 939 /✓loin Street ( Rte 6A) YARMOUTHPORT MA 02575 DATE DANIEL A. OJALA, P.E., P.L.S. Yarmouth Aealt6 DePartmeat V D� z z I Name Date TITLE 5 SITE PLAN OF "PARCEL A" COR. PLAYGROUND LN. & CENTER ST. YARMOUTH PORT PREPARED FOR BAYSIDE BUILDING INC. DECEMBER 7, 2020 Scale: 1 "= 20' -- - MAR 19 2021 C 10 20 30 40 50 FEET 20-296