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HomeMy WebLinkAboutEngineered Plan - 2016SYSTEM PROFILE NOTES 1.DATUM IS NAVD 88 (NOT TO SCALE) MARK CORNERS OF PROVIDE MIN. 20" DIAM. WATERTIGHT LEACHING FIELD W/ PROVIDE INSPECTION' PORTS TO 2. MUNICIPAL WATER IS EXISTING ACCESS COVERS TO WITHIN 6" OF FIN.' GRADE REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE GRADE 27 SLOPE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. TOP FOUND. EL. 19.5' - �71 FILTER FABRIC1MINIMUM .75' OF COVER OVER PRECAST TOP 14.87' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 17,9 FINISHED GRADE 4 LOAM & SEED OR PAVE AS REQ. UNITS TO BE AASHO H -1Q '. PRECAST H-10 {i�%!i,�� �����`� 5. PIPE JOINTS TO BE MADE WATERTIGHT. ' RISERS CTYP.) 4'OSCH40 PVC � CLEAN FILL 20 6' MIN. SUMP PIPES LEVEL IST 2' i... N '- � � � DETAILS TO BE IN ACCORDANCE ,.: 12' MIN. INT. DIM. ' , 6. CONSTRUCTION 4" PERFORATED PVC s' D.C.ocS-O.005 - WITH 310 CMR 15.000 (TITLE 5.) O i. *16.95 10" 1500 GAL H-10 14'� :' ? 3/4'-1-1/2' DOUBLE WASHED o �� TEE SEPTIC TANK TEE 8" STONE LEACHING FIELD 6"DEPTH MIN BELOW INV. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND ' i NOT TO BE USED FOR LOT LINE STAKING OR ANY ;. 15.15 14.90 n00000nn000n WATERTEST D'SOX 14.35 noo 0 0 0 i GAS BAFFLE �gn�o�g°nen° FOR LEVELNESS 14.52 >� LEVEL BOTTOM o OTHER PURPOSE. .•. : . 77/ �X\i.i. 14:72' 14.55' ������,���� ' 4' LIQ LEVEL (ACME OR EQUAL)30.0' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40 -4 PVC. ov0000000000Q0000000000000000000e000000000000 1 3.85' - 9. COMPONENTS NOT TO BE .BACKFILLED OR :.„0000000�ononon°non00000000o�o0o0o0°nnnno°on. CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL 5 0+ HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. COMPACTION (15.221 [21) LEGEND GARAGE 99 — EXISTING CONTOUR SUNROOM X 99.1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR (98.4) PROPOSED SPOT EL. TH1 TEST HOLE KITCHEN BATH 001111 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND r LOCUS ��^ FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD 330 GPD DESIGN FLOW 10 ( % SLOPE) 1 % SLOPE (-!—% SLOPE ( )) G -W ADJ. DATA: VERIFYING THE LOCATION OF ALL UNDERGROUND & —. SEPTIC TANK: 330 GPD (2) = 660 LEACHING WELL MIW 29 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE FOUNDATION— 17 SEPTIC TANK 18' D' BOX 5' FACILITY ZONE: A WORK. IN ADJ: 11' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 378 'PARCEL 58 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL SHALL BE REMOVED 5' BENEATH AND AROUND THE LEGEND GARAGE 99 — EXISTING CONTOUR SUNROOM X 99.1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR (98.4) PROPOSED SPOT EL. TH1 TEST HOLE KITCHEN BATH ADJUSTED GROUNDWATER 8.85' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND r LOCUS ��^ FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD 330 GPD DESIGN FLOW 10 ( % SLOPE) 1 % SLOPE (-!—% SLOPE ( )) G -W ADJ. DATA: VERIFYING THE LOCATION OF ALL UNDERGROUND & —. SEPTIC TANK: 330 GPD (2) = 660 LEACHING WELL MIW 29 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE FOUNDATION— 17 SEPTIC TANK 18' D' BOX 5' FACILITY ZONE: A WORK. ADJ: 11' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 378 'PARCEL 58 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL SHALL BE REMOVED 5' BENEATH AND AROUND THE UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PROPOSED LEACHING FACILITY. SITE IS NOT WITHIN A ZONE II PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. LEGEND GARAGE 99 — EXISTING CONTOUR SUNROOM X 99.1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR (98.4) PROPOSED SPOT EL. TH1 TEST HOLE KITCHEN BATH BEDROOM BEDROOM LIVING SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 2 BEDROOM DWELLING TO REMAIN 2 BEDROOM DWELLING IV \4 LEACHING: TEST HOLE LOGS L�. o� 330 GPD / (.74) = 446 SF REQUIRED M 55 ARCEL 379 / 15' X 30' = 450 SF OK ENGINEER: CRAIG J. FERRARI, SE # 13871 ; . 450 SF X .74 = 333 GPD OK USE A 15' X 30' PIPE AND :STONE LEACHING .FIELD PHIL RENAUD (BOH) WITNESS: / 1g 5/12/2016 DATE: BENCHMARK: - < 2 MIN/INCH. BULKHEAD COR. PERC. RATE -=19.5 NAVD88 CLASS I SOILS /MAP 58 EXISTING � MA i ELEV. �/ �� DWELLING PARCEL APPROVED DATE BOARD OF HEALTH 0. 0,+ 4 17.5' - TOF = 19.5' A o LS Q IarmoutBh Health Department 10YR 3/2 ,+ z PAVED P'� ';�` 1 ° DRIVE 19 TITLE 5 SITE PLAN B SHED(C DECK OF LS / GE 10YR 5/8 #11 MIRROR BROOK ROAD o , WEST YARMOUTH, MA �' - m C PREPARED FOR C rn ° PERC r� _ BRIAN HALLIHAN FS ti - _ o c DATE: MAY 13, 2016 G–W ADJ. DATA: �cn MIW 29 __ - 10YR 7/4 r WELL: _ -ofM�off 508-362-4541 ZONE: A���N �ss� ����TN` fax 508-362-9880 r o�cyc o`' DANIEL 3G� I downca e.com ADJ: 1.1' ,.� U�^,NIELA. s P MA 58 41 UJALA i .1 ` do tI! cape.%ig/ne«/ng, SII c. ci��IL, PARCEL 7 � fVo. � ,� No. 4u913© �•. 132 6.5 �p �� �o F o�,�i civil engineers ' SFS C! TER ` �qn ES yc land surveyors 0NAL E - �� GROUNDWATER ENCOUNTERED AT 117" EL 7.75' a_ale:1 20 5 13�Ic� s� N Oso , 939 Main .Street (Rte 6A)- 0 10 20 30 40 5o FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DICE #16-1 2 9 _ 16-129 FLOOR NOT TO PLAN SCALE DESIGN USE A FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD 330 GPD DESIGN FLOW —. SEPTIC TANK: 330 GPD (2) = 660 USE A-1500 GAL. SEPTIC TANK IV \4 LEACHING: TEST HOLE LOGS L�. o� 330 GPD / (.74) = 446 SF REQUIRED M 55 ARCEL 379 / 15' X 30' = 450 SF OK ENGINEER: CRAIG J. FERRARI, SE # 13871 ; . 450 SF X .74 = 333 GPD OK USE A 15' X 30' PIPE AND :STONE LEACHING .FIELD PHIL RENAUD (BOH) WITNESS: / 1g 5/12/2016 DATE: BENCHMARK: - < 2 MIN/INCH. BULKHEAD COR. PERC. RATE -=19.5 NAVD88 CLASS I SOILS /MAP 58 EXISTING � MA i ELEV. �/ �� DWELLING PARCEL APPROVED DATE BOARD OF HEALTH 0. 0,+ 4 17.5' - TOF = 19.5' A o LS Q IarmoutBh Health Department 10YR 3/2 ,+ z PAVED P'� ';�` 1 ° DRIVE 19 TITLE 5 SITE PLAN B SHED(C DECK OF LS / GE 10YR 5/8 #11 MIRROR BROOK ROAD o , WEST YARMOUTH, MA �' - m C PREPARED FOR C rn ° PERC r� _ BRIAN HALLIHAN FS ti - _ o c DATE: MAY 13, 2016 G–W ADJ. DATA: �cn MIW 29 __ - 10YR 7/4 r WELL: _ -ofM�off 508-362-4541 ZONE: A���N �ss� ����TN` fax 508-362-9880 r o�cyc o`' DANIEL 3G� I downca e.com ADJ: 1.1' ,.� U�^,NIELA. s P MA 58 41 UJALA i .1 ` do tI! cape.%ig/ne«/ng, SII c. ci��IL, PARCEL 7 � fVo. � ,� No. 4u913© �•. 132 6.5 �p �� �o F o�,�i civil engineers ' SFS C! TER ` �qn ES yc land surveyors 0NAL E - �� GROUNDWATER ENCOUNTERED AT 117" EL 7.75' a_ale:1 20 5 13�Ic� s� N Oso , 939 Main .Street (Rte 6A)- 0 10 20 30 40 5o FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DICE #16-1 2 9 _ 16-129