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Home My WebLink AboutDecision 3818 - Site Plan 2NOT TO SCALE 17 1 ,A" 1 1 N I 24 1/4" INLE1 INLET OUTLET w L _ J FOL]o-1n❑°C❑o�In❑oL]o[1 ❑�❑ODOC ❑°❑° III °❑°❑°❑ OR 9' MAX. (VA'"IES) d _ N ODO�O 3'0 PRECAST DONUT 2" OVER FIELD . 4" THICK 4000 PSI CONC. W/WWF i" TOPCOAT MASS DPW MORTAR ALL COMPONENTS (TYP.) 00000 O O 00, 6" TYPE 11 0 00000 O 2" BINDER 0000 o°000 24"I.D. H-20 MANHOLE COVERS TO GRADE, MORTAR ALL-_OMPONENTS __. / 4"05 PVC S==1% I% MIN. - IRAFI 14ON FILTER FABR� c 0O0Od '':. O� O� O�Op0�0�000 3 0 LL �? a w N O I N OT O O 0 0 0 0 0 0 0 0 - "� V 00°000000000°00 TYP. / l!•:AFi Ido ri NON -WOVEN FILTER FABRIC 000q�.•" 0000 a 0 12" PROCESSED GRAVEL ,. 24" LD. PRECAST CONC. RISER 15.04 O O "',o0DOOO�Oo0Q0 <'' e, '000000°000°0000 0 0 0 0 0 0 O MDPW M1.03.1 VIB. ROLLER COMPACTED COMPACTED000 GRAVEL M1.03.1000 z z ..000000000000000 � Lli L > 0 '.000000000000°00 n 000q '. 0000°0000000000 too 0°O 000OQO0000O U NOTE: PER HEALTH DEPT. AN AUGER HOLE TO CONFIRM GROUNDWATER ADJUSTMENT W T1 bi IS REQUIRED PRIOR TO ISSUANCE OF A DISPOSAL 00000000°000°000 CEMENT CONCRETE 2000 PSI MIN. � 0000°0 0 IF CURBING SET IN EXISTING PAVEMENT. CUT NEAT LINE 6" FROM CURB LINE AND REMOVE BINDER, BASE AND STONE. REPLACE 0o0o0000OpOOO° Q Y WITH CEMENT CONCRETE Q VERTICAL GRANITE CURBING WHERE SPECIFIED NOT TO SCALE 17 1 ,A" 1 1 N I 24 1/4" INLE1 INLET OUTLET w L _ J FOL]o-1n❑°C❑o�In❑oL]o[1 ❑�❑ODOC ❑°❑° III °❑°❑°❑ OR 9' MAX. (VA'"IES) d _ N O�i 3'0 PRECAST DONUT 2" OVER FIELD . 4" THICK 4000 PSI CONC. W/WWF SEE D -BOX DETAIL, 24"I.D.H-20 RISER MORTAR ALL COMPONENTS (TYP.) g OUTLET 4 1/2" 01-071 FOURTH FLANGE AT BASINS WITHOUT CURB INLET 4 1/2„ EXISTING FOUNDATION FIRST FLOOR EL. L (EL. 18.68±) FOUNDATION SECTION A -A MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS. 4 -FLANGE - 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. FRAME AND GRATE 1" = 11- 0" FILL KNOCKOUT NOT USED W/MORTAR A - A WATER TIGHT MORTAR FILL AT ALL INLETS AND OUTLETS 2' LEVEL PIPE 0 OUTLET (TYP) PLAN SECTION B=B 9-5"0 OUTLET KNOCKOUTS COVER TO BE REMOVED (SEE RISER DETAIL) 7"0 INLET KNOCKOUT 3" B rn- }' w .dl// o� MORTAR JOINT IN STD. KNOCKOUT <z,. SANITARY TEE __ LOCATION OF SECOND INLET TEE WHERE REQUIRED. TEE MUST BE DIRECTLY UNDER OPENING I TYPE A C.I. COVER 8 GRADE BOTH ENDS OF TANK INLET OR OUTLET TEE LOCATION OUTLINE OF SEPTIC TANK BELOW H-20 C.I. COVER 0 GRADE BRICK ADJUSTING COURSE AND CASTING SET IN FULL MORTAR BED 24" I.D. PRECAST CONC. H-20 RISER WHERE "D" EXCEEDS 14" MORTAR BED AND FILLET ALL AROUND PRECAST CONC. SEPTIC TANK H-20 SECTION A - A RISER, FRAM 1/2" = 1'- 0" i - 26' �I 34 SECTION A -A PLAN MIN. WT. FRAME AND COVER: 495 LBS LE FRAME AND COVER: 1" = 1'- 0 5" b m SEPTIC SYSTEM - GENERAL NOTES \ 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE I� OF THE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE N 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4'0 (1-800-322-4844) AND THE TOWN OF YARMOUTH WATER DEPARTMENT FOR SCH40 PVC SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM VERIFICATION OF LOCATIONS. 12" PITCH OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8THMIN INCH PER FOOT IF NOT SPECIFIED. 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF YARMOUTH HEALTH AGENT AND DESIGN ENGINEER. NO 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FROM THE INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL CONNECT ENDS WITH 4"SCH40 SOLID TREE L TOWN OF YARMOUTH BOARD OF HEALTH. SCHEDULE INSPECTIONS AS REQUIRED. PIPE AND VENT UP SIDE OF BUILDING INSPECTION PORT: 1 REQUIRED. INSECT scRErN 0 C64 Q U C O Q o D; O �0 L W 00 Z W u7 PROPOSED 3" CALIPER o `^I TREE o aT V REINFORCED NEW BLACK RUBBER HOSE (1/2" ID) -� 0) DOUBLE STRAND 12 GA f m R GALV ANNEALED TWISTED WIRE TREE WRAP. LAP ENDS DOWN ,! DO NOT STAPLE 3 STAKES EQUALLY SPACED AROUND TREE 2 1/2'x2 1/2'00' I� SPACED 1'-0" FROM TRUNK, r/ STAINED DARK BROWN. STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WrtH WIRE �,dSLI 5� MIN 4'-0' BURIED I MIN 3" DEEP SAUCER 3" DEPTH SHREDDED BARK MULCH REMOVE BURUP FROM TOP _ HALF OP ROOTOALL * COMPACTED SUB -GRADE SOIL MIX 4��SLITTS 1n CC l Ol / EL. 16.3- 17.2± VARIES MANHOLE COVER SEE DETAIL INLE1 INLET OUTLET w L _ J OUTLET OR 9' MAX. (VA'"IES) EQUAL OVER PEASTONE �' _ N O�i 3'0 PRECAST DONUT 2" OVER FIELD . 4" THICK 4000 PSI CONC. W/WWF SEE D -BOX DETAIL, 24"I.D.H-20 RISER MORTAR ALL COMPONENTS (TYP.) g OUTLET DISTRIBUTION BOX 0 u O 24"I.D. H-20 MANHOLE COVERS TO GRADE, MORTAR ALL-_OMPONENTS __. 0 4"05 PVC S==1% I% MIN. - IRAFI 14ON FILTER FABR� c PITCH CONNECT ENDS WITH 4"SCH40 S0 ID PIPE AND VENT AS SHOWN. INV.'S 14.54 14.04 5' REMOVAL OF UNSUITABLE SOILS REQUIRED DOWN TO C1 LAYER, SEEzo SOIL LOG. ENGINEER TO INSPECT I - w 3 0 LL �? a w N O I N OT N - "� V 14" TEE 4"OSCH 40 PVC 9' AT 1% 14.95 :oo°°O°Oo°°o°°o°0 14.78 BAFFLE 15.03 v o°000°o 0000000 \-_ H-20 D -BOX ON 12" COMPACTED GRAVEL ACME DB9 H-20 OR EQUAL '' INVERTS LEVEL FOR 1ST 2' 14.69 DEPTH OF FLOW = 4' WATER TEST D -BOX FOR LEVEL SIZES: INLET DEPTH = 10" D -BOX OUTLET DEPTH = 14" UTILIZE SPEED LEVELERS OR EQUAL TYP. / l!•:AFi Ido ri NON -WOVEN FILTER FABRIC x z - .. - SEPTIC TANK ,. 24" LD. PRECAST CONC. RISER 15.04 2 DOL':•• - 't„+SHcO PEASTONE Ovu`� 4"SCH•TO PIPES a OSCH-a^ PVC ONES AT 0 57, TITLE 5 ORIFICES 29' LONG X 26' WIDE X 12" TOTAL THICKNESS LEACHING FIELD= 754 SF ADJUSTED GROUNDWATER EL. ALL FILL CLEAN SAND. REMOVE ALL EXISTING SEPTIC COMPONENTS & CONTAMINATED SOIL 9.04' PUMP AND REMOVE PER LOCAL AND STATE REGULATIONS FOR COMMERCIAL SYSTEM ABANDONMENT z z Lil Q � Lli L > 0 l Ol / � N INLE1 INLET OUTLET w L _ J OUTLET OR 9' MAX. (VA'"IES) EQUAL OVER PEASTONE �' _ N O�i 3'0 PRECAST DONUT 2" OVER FIELD . 4" THICK 4000 PSI CONC. W/WWF SIDE V g OUTLET DISTRIBUTION BOX 0 O 1-15.58 AT MAIN 15.28 BLDG & NEW ADD'N (RAISE EXISTING INVERT, RE -PLUMBING REQ'D.) 20'±AT ( 1_5 % SLOPE) 0 4"05 PVC S==1% I% MIN. I` 180 . 15.19 - " OBSERVATION HOLE IN CTR 0.5% -_ 'cno°° ° °°o0 °o° ° °° °�°00000°°o° o n 4. o:°oo'o�o oo,°,000� o ° �: ° ° o °o ,�° - °o°o°o° �"' ° 'o°°°o°000°o°_°'°o°00000°°o°o°�°°°o°° e`o°"o ° 14.19 754 SF LEACHING FIELD SAS NOTE: AT CONTRACTORS OPTION, " TO 1-}" DOUBLE WASHED STONE 6" BELOW INVERT o BOTTOM OF FIELD CAN BE SET AT EL. 14.88' LEVEL ACROSS 29• PITCH CONNECT ENDS WITH 4"SCH40 S0 ID PIPE AND VENT AS SHOWN. INV.'S 14.54 14.04 5' REMOVAL OF UNSUITABLE SOILS REQUIRED DOWN TO C1 LAYER, SEEzo SOIL LOG. ENGINEER TO INSPECT TOWN N O I U-)_ 3 0 LL �? a w N O I N OT N "� 10" TEE 1500 GAL H-20 SEPTIC TANK GAS 4' LIQ. LEVEL ACME OR EQUAL 14" TEE 4"OSCH 40 PVC 9' AT 1% 14.95 :oo°°O°Oo°°o°°o°0 14.78 BAFFLE 15.03 v o°000°o 0000000 \-_ H-20 D -BOX ON 12" COMPACTED GRAVEL ACME DB9 H-20 OR EQUAL '' INVERTS LEVEL FOR 1ST 2' 14.69 DEPTH OF FLOW = 4' WATER TEST D -BOX FOR LEVEL SIZES: INLET DEPTH = 10" D -BOX OUTLET DEPTH = 14" UTILIZE SPEED LEVELERS OR EQUAL ...,... ; ,... .. .. 6".GRAVEL & MECH. COMPACTION (TYP.) TEE SEPTIC TANK SEPTIC PROFILE. (NOT TO SCALE) 29' LONG X 26' WIDE X 12" TOTAL THICKNESS LEACHING FIELD= 754 SF ADJUSTED GROUNDWATER EL. ALL FILL CLEAN SAND. REMOVE ALL EXISTING SEPTIC COMPONENTS & CONTAMINATED SOIL 9.04' PUMP AND REMOVE PER LOCAL AND STATE REGULATIONS FOR COMMERCIAL SYSTEM ABANDONMENT � O Lil Q � Lli L > 0 l Ol / � N INLE1 INLET OUTLET w L _ J OUTLET 4" 10" O�i SECTION A -A SIDE g OUTLET DISTRIBUTION BOX H-2 O 1/2" = 1' - 0" 0 NOTE: D -BOX TO BE WATER TESTED FOR LEVEL IN PRESENCE OF TOWN UTILIZE SPEED LEVELERS OR EQUAL N 3' MASS DPW TYPE 11 BIT. CONC. (2" BINDER. 1" TOP) 0 0 00000.0000 o e 000000 00°0°0°0° ooO000°000° 000 o°000doo° °°000°000 0000°o°oo 000 op moo' 00 40: o o:o 0 0a 9.0 o O 12" PROCESSED GRAVEL 0° - ° 06-- /MDPW M1.03.1 0 o' 00 0 0 co ° a' -C:�)0 o a / ROLLER COMPACTED o.'. 000 a, co': MIRAFI 140 N NON -WOVEN FILTER FABRIC OR EQUAL OVER PEASTONE 2" PEASTONE OV CROWN 9" MIN. COVER 36" MAX. COVER CLEAN COMPACTED FILL 4" PERF. SCH40 PVC AT .005 FT./FT TITLE 5 ORIFICES v 00000 oo°0000000000000v 2" 000 °00000000000 o°o 00000 Doo°000 4" 0 0 0 0 0 0 0 0 0 0 0000°0000000°0 Z 0°0°0°0°0°0°000°O°0° 00000000000°00000000 6" i0 00000o0o0oQo0o0o000c 0000000000000 00000 3/4" TO 1-1/2" DOUBLE WASHED STONE ;RING SCALE: 1"=1'-0" APPROX. Ifflf HEAVY DUTY H-20 COVER EL, 147 H-zo DRILL (2) 1"0 HOLES IN COVER COMPACT BACKFILL IN 611 PRECAST LIFTS (TYP. ALL DRAINAGE) RISERS AS P,EO. MIRAFI 140N FABRIC OVER \ 3" MIN. PEASTONE \i SOLID 12"0 HDPE DRILL I ADS N-12 OR EQ. HOLES 0.5% MIN. $OLID 12"o PROPOSED 2.0' ( P. HDPE ADS N-12 OR Co. � ) SET LEVEL IN 12.7 - H-20 LEACHPIT "v 600 GAL. y 6'0X4'-5" SHOREY N LP H-20 OR EQUAL 4' MIN AROUND PIT EL, 10.3 SECTION THRU DRAINAGE 12" X 3" HIGH CAPE COD BERM EXCEPT AT ENTRANCES & GRANITE SECTIONS 8" H-20 F&G'S EL. 15.7 & 15.4 2'X 2' CRATE (TYP.) 12"0 HI EI ROPOSE ALLON CATCH 6'0X5' SHOREY SOLID BASIN H-20 OR EQUAL COURSE 5.34 10.5 WELL: MfW 29 USGS PROBABLE WATER TABLE EL. 9.04 ZONE: A OBSERVED WATER TABLE 11-9-95 EL. 6.84 INDEX: 9.0 ADJUST: 2.2 01-071 SHEET 2 OF 2 0 LL O o � O�i O 0 ff,0 v O O= N Q 4 II 0 n U NOTE: PER HEALTH DEPT. AN AUGER HOLE TO CONFIRM GROUNDWATER ADJUSTMENT W T1 bi IS REQUIRED PRIOR TO ISSUANCE OF A DISPOSAL WORKS CONSTRUCTION PERMIT. � p O Q Y Q I DATE: 11/9/95 O U o B.O.H. AGENT: SHAWN OBRIEN SOIL EVAL.: CRAIG R. SHORT PE LOCATION: TH-1 ELEV. DEPTH 15.84 0.0 ASPHALT/CONC 5 15.17 .67 FILL Z F"' F in 14.34 1.50 a B LOAMY SAND O 10YR5/8 12.84 3.00 V Z E E- X O ti H C1 MED./COARSE (�, o X 0'_1 CA SAND PERC <2 MIN./IN Ld Q W 10YR6/6 = W tZL'i Cti~00' 10.84 5.00 E, o N � 1-1 O Efr,' C2 MED./COARSE WATER F-- Ui USGS PROBABLE 9.04 _V SAND d p IOYR6/6 E� a 5.34 10.5 WELL: MfW 29 USGS PROBABLE WATER TABLE EL. 9.04 ZONE: A OBSERVED WATER TABLE 11-9-95 EL. 6.84 INDEX: 9.0 ADJUST: 2.2 01-071 SHEET 2 OF 2