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Home My WebLink AboutApproved Site Plan 5.10.22LEGEND - as - EXISTING CONTOUR X 99• 1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 TEST HOLE 2% SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING THE YARMOUTH BOARD OF HEALTH SHALL REQUIRE THE FOLLOWING INSPECTIONS: 1. INSPECTION OF UNSUITABLE MATERIAL (IF ANY). 2. VERIFICATION OF SOIL CONDITIONS AND/OR GROUNDWATER ELEVATION (IF NECESSARY) 3. VERIFICATION OF CESSPOOL/LEACH PIT REMOVAL OR ABANDONMENT (IF NECESSARY) 4. INSPECTION OF CONTAINMENT WALL OR FLOW BARRIER INSTALLATION (IF ANY) 5. INSPECTION OF THE 3/4 - 1 1/2 INCH STONE PRIOR TO PLACEMENT 6. FINAL INSPECTION OF ALL COMPONENTS PRIOR TO BACKFILLING 7. FINAL GRADING INSPECTION 8. INSPECTION OF THE START-UP OF INNOVATIVE/ALTERNATIVE TECHNOLOGY (IF ANY) WITH VENDOR REPRESENTATIVE RVERFRONT MMGATa ON CALCULATONS: TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNFSS- CAROL EASTMAN DATE: 11 /29/21 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS SLAB EL. 6.7' :~ *7 7' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM HARDSCAPE 0-100' 100-200' 4 ELEV. ELEV. `V 091 5' 0» 6' EXISTING: 3490 SF 3305 SF A A PROPOSED: 2093 SF 7768 SF LS LS 10YR 4/1 10YR 4/1 CHANGE: -1397 SF +4463 SF 14" 18" B B REQUIRED MITIGATION : >2:1 3,066*2 = 6,132 SF (9,835 SFt PROVIDED) LS LS (1.6 X MIN. AMOUNT) 10YR 4/6 2 5, 10YR 4/6 30„ 301p 3.5' 2.5Y 7/6 96" 1 I -3' 96" G-W ADJ. DATA: GROUNDWATER AT 48" WELL: MIW 29 ELEVATION 1.0' ZONE: A ADJ: 1.5' DECEMBER 2021 MAP DUB nR JDCE #21-158 2.5Y 7/6 PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO GRADE 12.2' 9 5' MINIMUM .75' OF COVER OVER PRECAST PRECAST H-10 RISERS (TYP.) 2'0 PRECAST H-10 RISERS (TYP.) PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO GRADE 10.0' MINIMUM .75' OF COVER OVER PRECAST SYSTEM PROFILE I I I • I I k 6" MIN. SUMP t t 12" MIN. INT. DIM. ZABEL A100 H-2O 10" FILTER PRIOR 1 10" 2000 GAL 797 EE 7.25' TEE H-20T0 P/C 7 00, TEE PUMP CHAMBER ; 2000 GAL LOW PROFILE SEPTIC TANK SEE DETAIL BELOW 0000 0000°o° ?oo000000° 4' LIQ. LEVEL (ACME OR EQUAL) .: 8.62' JOO O O O O O •O O O O O O O'O O O O O O O O�•L •O00000000000000000000000000000000000000000000 O o o O O o o O O o o O O o o O O o o O O o o,o„o.,r_r_n_�_� o 0 0 o r r_r_r_r_n_n.o o JOO O O O O O O O O O O O O `O O O O O O O O�•� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o o O O o o O O o o O O o o O O O o O o l0000000roro„o,,o,,00000000000roi,ororo„00000P. 6" CRUSHED STONE OR MECHANICAL 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) COMPACTION. (15.221 [2]) ( 2.5 % SLOPE) ( 2 % SLOPE) f 1 FOUNDATION 15 SEPTIC TANK 2 ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP INV. IN 6.96' ALARM ON FLOAT SWITCH SETTINGS: PUMP ON 4" WORKING RANGE PUMP OFF 2000 GAL. H-20 S 1245 GAL. RESERVE 8„ 4" 12" H-20 PUMP CHAMBER 90' D' BOX PROP. WATERTIGHT COVER TO GRADE *,N/-r nESIt`_%K10 PROVIDE QUICK DISCONNECT FOR PUMP <,W, NO LOW POINT 2" PRESSURE LINE SLOPE TO DRAIN BACK TO PC -0.25" WEEP HOLES CHECK VALVE MYERS SRM 4 SUBMERSIBLE 4/10 HP PUMP SYSTEM (OR EQUAL) T-) T T A)IF T1 f-1 T T A A)F T-) T-1 T_') MAP 34 PARCEL 292.1 JOSEPH GILMORE WATERPROOF/WATERTIGHT ni�8 2a'44„E (NOT TO SCALE) 4"0SCH40 PVC PIPES LEVEL 1ST 2' WATERTEST D'BOX FOR LEVELNESS - . _ l (1 % SLOPE) - 12' - GARBAGE DISPOSER IS NOT ALLOWED #181 EXISITNG 6 BEDROOMS #183 EXISTING 3 BEDROOMS DESIGN FLOW: 9 BEDROOMS ® 110 GPD = 990 GPD USE A 990 GPD DESIGN FLOW SEPTIC TANK: 990 GPD (2) = 1980 USE A 2000 GAL. SEPTIC TANK AND A 2000 GAL. PUMP CHAMBER LEACHING: 990 GPD / (.74) = 1338 SF REQUIRED 25' X 54' = 1350 SF OK 1350 SF X .74 = 999 GPD OK USE A 25' X 54' PIPE AND STONE\ LEACH ING�ELD VENT W/ CHARCOAL FILTER MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE GRADE 2% SLOPE FILTER FABRIC /=1 TOP 8.68' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. CLEAN FILL PERFORATED O.C.• • 11 DOUBLE WASHED �!loll STONE• 6"DEPTH`MIN BELOW LEVEL BOTTOM 54.0' 7.5' a c�' o� 4omin s as �Qj owSf � � o cb N ? LocU otr DO a rt 5 � J o P a S"ore pr, UI" Nantucket Sound 5.0' LOCUS MAP SCALE 1 "=2000't ADJUSTED GROUNDWATER 2.5' ASSESSORS MAP 34 PARCEL 292.2 LEACHING BUOYANCY CALCS: LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) FACILITY H-20 2000 GAL. PC WEIGHS 26,000 LBS & VE (EL 13) AS SHOWN ON COMMUNITY PANEL 1.64' x 6 x 11 x 62.4 = 6,755 LBS UP (OK) #25001 CO589J DATED 7/16/2014 H-20 2000 GAL. ST WEIGHS 26,000 LBS PROPOSED DWELLING IS WITHIN AE (EL 11) 1.33' x 6 x 11 x 62.4 = 5,478 LBS UP (OK) DESIGN FLOOD ELEVATION 12.0 ZONONG SUMMARY / ZONING DISTRICT: RS-40 RESIDENTIAL DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 85,850 S.F. 85,850 S.F. APPROX. ABUTTING MIN. LOT FRONTAGE 150' 149.94' 149.94' HOUSE LOCATION MIN. FRONT SETBACK 30, 289' 318' MIN. SIDE SETBACK 20' 14.6' 23.6' o / MIN. REAR SETBACK 20' - - MAX. BUILDING COVERAGE 25% 6.0% 6.9% MAX. BUILDING HEIGHT 35' % NOTES STAKED SILT FENCE 1. DATUM IS NAVD 88 WORK 'LIMIT LI y y y y 2. MUNICIPAL WATER IS EXISTING 7► y y y y y y y y 63. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Ey y y y y y X•.� y y y y y :� y y O y y y y y y y y 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO yc0 BE AASHO H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) y y V y %• 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO y y y y�N y y y y y y y y 0 BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. y y y y y y y Z. y �� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. y •y y y y y y y 47 y y y 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED y y y y y = y WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. y y y y y 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION y y y y OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. y y 41j- y y y y y y 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE y y y y y y REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND y y y REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. l y y y y y O p \ \y y o o 13. POOL FENCE SHALL HAVE SELF -CLOSING y y l rH SELF -LATCHING GATES, SIZE AND MATERIALS TO MEET y y LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL SHALL BE ALARMED TO CODE. 14. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS. WATER RESISTANT CONSTRUCTION UP TO ELEVATION 12.0. y y y y y y y } 15. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO y DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. y y y 16. ACCESS FOR ROUTINE MAINTENANCE MUST BE y PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW � 4 y y y y QS y MANUFACTURER'S SEPCIFICATIONS FOR PROPER FILTER y y y y=y y INSTALLATION. y � 17. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS y �?� y y L�� y �� RSUITABLE EQUIRED. FOR PUMP CONNECTION. ELECTRICAL PERMIT SITE PLAN OF ;IPARIAN _ 00 JOSEPH 9835 S.F. TOTAL MITIGATION PLATNING AREA DATE: JAN UARY 13, 2022 o D REV. MARCH 2, 2022 Q REV. MARCH 16, 2022 (INCREASE BUFFER) REV. MAY 5, 2022 (REDUCE PATIO AND D/W PER CONSCOM) REV. MAY 10, 2022 (DW TURNAROUND, VENT) �yjN OFMASs9 OF MASS Scale: 1 "= 20' / APPROX. A ING (� A A. yGJ HOUSE LOCA ) OJALA -o OJALA off 508-362-4541 �J cn - 0 10 20 30 40 50 FEE CIVIL fax 508-362-9880 No.40980 No.46502 I �, � downcape.com �q GFESS \0�0� ��'�F'Qc�'G I STERF�\�<v' �� SURVEY NAL EN) down cape eagineeridg, hnc. 1 civil engineers 5-10- Z' /an d surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street (Rte 6A) 1 YARMOU THPOR T MA 02675 DCE #21-158