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HomeMy WebLinkAboutEngineered Plan - 2016LEGEN D` 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.4) PROPOSED SPOT EL. TH 1 rkh 11117 TEST HOLE 2% SLOPE OF GROUND COLD UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN #1: SYSTEM PROFILE #� ALL SYSTEM COMPONENTS SHALL BE St• MARKED WITH MAGNETIC TAPE OR 0' % " 5� GARBAGE DISPOSER IS NOT ALLOWED (NOT To SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES a a ��d ' eoe •�a�� ACCESS COVERS TO WITHIN 6OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS ASSUMEDrr TOP FOUND. EL. 12.8' 2" PEASTONE OR GEOTEXTILE EXISTING 3 BEDROOM DWELLING \ FILTER FABRIC OVER STONE v eco 2. MUNICIPAL WATER IS EXISTING 1orn�n � 12.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 12.0' trn v DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD, BlocKs OR 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ow PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS USE A 330 GPD DESIGN FLOW RISERS (TYP.) 1 PRECAST RISERS 4"OSCH40 PVC 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 20 9.5' MORTAR ALL ' -1 APIPES LEVEL 1ST 2' I 4. I COMPONENTS INVERT IN 7.33 TO BE AASHO H-20 (H-10 TANK) o c°cus SEPTIC TANK: 330 GPD (2) = 660 / (TYP.) 4'Cb 0" EXISTING 14" ° oNDoo °sIDEs 8.33 5. PIPE JOINTS TO BE MADE WATERTIGHT. ** TEE SEPTIC TANK** TEE ®�IJ� �00� �0��- o®� 0000 ®�I�o�000000 0000aoo�000 700-0'0...o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITHf $1 0 ° ° o �oo�000000 0000000000RE-USE EXISTING SEPTIC TANK *0 000000g000 a ,0000°°��[�����0��0 ���®�®����310 CMR 15.000 (TITLE 5.) GAS BAFFL • o 0 0^0„0_ >°00000eo O O O O O O O O O O LEACHING: N ) ®000®®®�000,o°000000 , ' 7.6 7.43 ° ~5.33 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD o60 0600°00;060600060000060 0000000ao f BE USED FOR LOT LINE STAKING OR ANY OTHER a o°0000000oo°o°o°o°o°o°o°o°000°°°o°°°00000°°°o ', ^01°"°_"_°_ ° o 0 0 ° 0000"_"_ ° • H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL -VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE PURPOSE. a 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. Nantucketg, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Shote BOTTOM 25 x 12.83 (.74) = 237 GPD ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED 15.405 1b: SAS TO BE > 3' BUT < 6' BELOW FINISH 0� Nantucket ntuCl� COMPACTION. (15.221 [2]) uc 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' GRADE (VENT AND H-20 PROVIDED) nth TOTAL: 472 S.F. 349 GPD *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL N UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS LO 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED USE (2) H-20 500 GAL. LEACHING CHAMBERS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ( 1 % 1 SLOPE) (% SLOPE) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. (ACME OR EQUAL) WITH 4' STONE ALL AROUND FOUNDATION- EXIST. SEPTIC TANK 50' D' BOX 12' LEACHING 0.1' BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING I FACILITY NO GROUNDWATER FOUND DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP I **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 43 PARCEL 28 LEACHING FACILITY. nn 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SYSTEM DESIGN #G. REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. GARBAGE DISPOSER IS NOT ALLOWEDSYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR EXISTING 2 BEDROOM DWELLING (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD \ TOP FOUND. EL. 12.4' FILTER FABRIC OVER STONE USE A 220 GPD DESIGN FLOW 11 $' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS BLOCKS OR SEPTIC TANK: 220 GPD (2) = 440 RISERS (1YP.) � E sT RISERS 411OSCH40 PVC USE A 1500 GAL. SEPTIC TANK r' PIPES LEVEL 1ST 2' COMPONENTS MORTAR INVERT IN 7.8' sIDEs 8.8 �94± 10" 1500 GAL H-10 14" ;e�oe oe�R 4° a ' •"' 00000000 `..... •: °'. ._ •. .. °'• : ,. '°o°°o°°o'o°°` LEACHING: $•26' TEE SEPTIC TANK TEE ° ° 00��� 0���®��_ ®00 ° o 0 _ $.01 °o°° oo��0000000 ®oo�®��0000FO-000-o.' ° TEST HOLE LOGS SIDES: 2 (16.5 + 12.83) 2 (.74) = 87 GPD GAS BAFFLE;• ;�o�000�o oon00000aEn� aooa0000000 °°°o°o"o^o„o_ N �0°00000°ooo;0000°o°o 5.$' BOTTOM 16.5 x 12.83 (.74) = 156 GPD4' LIQ; LEVEL (ACMEOR EQUAL) 8.00 7.83 0000°°°° °aME } ENGINEER: DANIEL E. GONSALVES, SE #13587 DO�ODOp0p0�00ODOpODO0 00000000 0O0O0O�°�oDop }I TOTAL: 329 S.F. 243 GPD °0000°°°°"°°°"°"°"°^0'000°° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. L H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL (1) UNITS REQUIRED WITNESS: PHIL RENAUD *THE INSTALLER SHALL VERIFY THE LOCATIONS ALL 6" CRUSHED STONE OR MECHANICAL OVERAI ALL LOUND DIMENSIONSSTOSTRUCTURES OUTSIDE OF STONE: 25.00' X 12.83' DATE: 3/17/16 USE 1 H-20 500 GAL. LEACHING CHAMBER UTILITIES AND ALL BUILDING SEWER OUTLETS ANDD ELEVATIONS I COMPACTION. (15.221 [2]) 1 ( ) PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM � (ACME OR EQUAL) WITH 4' STONE ALL AROUND - 4 � ( % SLOPE) (-.L% % SLOPE) (_L7. SLOPE) PERC. RATE _ < 2 MIN/INCH H-20 FOUNDATION- 29' SEPTIC TANK 1 D' BOX 5'_ LEACHING 0.1' BOTTOM TH-1 CLASS I SOILS FACILITY NO GROUNDWATER FOUND ELEV. o" ET, 11.6' 0» ' A LS 10., 0)'R 3/.I G 12„ / LS / 24" 10YR 4/6 9.6' 14» ��► / , PAVED DRIVE � S O \ PROP. VENT WITH CHARCOAL FILTER 0 C AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER / J CONSULTATION) SAAND PATCH LOT AREA PAVEMENT AS REQ. 16,074E SF O lk WATER LINE TO BE RE-ROUTED MIN. 10' OFF 12 p0 OF PROPOSED SEPTIC SYSTEM AS SHOWN GO) EXISTING �`�� / SYSTEM #2 (COTTAGE) \ �y S P ��\ DWELLING I g0 3' �, Q TOP OF FNDN \ I EL. 12.8 TH2Q� If \ \ / CLEANOUT \ SHEDEXISTING \ No �2 DWELLING I O� \ cA TOP OF FNDN EL. 12.4 I O/ \ p GRAVEL / \ \ \ PARKING BENCH MARK - COR OF CONC. \ \ \ \ AREA O \o , BULKHEAD ELEVATION = 13.2 \ \ � O \ .�0� O \� \ A90 \° 10.6 SHED /O 1 TH1 O ° O 1 \ 12 \ SYSTEM #1 (HOUSE) 1 WATER LINE TO BE RE-ROUTED MIN. 10' OFF OF PROPOSED SEPTIC SYSTEM AS SHOWN PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) DICE #16-077 Permit valid for REPAIR 01 SEPTIC SYS LMP RC t)NLY; due to State and Local septic variances. award of I'le'alth review andapproval is required for any' futilread(Iitions/IcnovatUons/alterations to wwage facilities and/or struelutes/dwelling: Yarmouth Fleal.th I)epartment APPIZOVED Xai Date 38„ C 24" MS PERC 2.5Y 7/4 4 FILL A LS 1OYR 3/2 B LS 1OYR 4/6 C MS 2.5Y 6/6 0.1' 120" 1.5' NO GROUNDWATER ENCOUNTERED 5 4 I TI IL . P�� �� LAN ELEV. 11.5' 10.3' 9.5' OF 2-44 & 2`z+6 PLEA%SANT %"::TREEi ., Im C50OTH YARMOUTH M { PREPARED FOR BOR'2`10LOTT� i LEVANTHAL i DATE: MARCH 29, 2016 Scale: 1 "= 20' 0 10 20 30 40 50 FEET A#tF� ��N OF Mps� off 508-362-4541 N F/ygs '�� sy�q fax 508-362-9880 DANIEL tip; DANiEI_A ti�� downcope.com o QJALA A. OJALA adown cage engineering, inc. No. 46502 No. 40980P civil engineers E'SS% GSURIEy /and surveyors Main Street ( Rte 6A) DATE DANIEL A. ' OJALA, P. E., P.L.S. YARMOUTHPORT MA 02675 16-077 BORTOLOTTI -LEVAN THAL.DWG