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HomeMy WebLinkAboutSite Plan 8/9/05SYSTEM PROFILE TOP FNDN ELEV. 43.1'± PROVIDE 2 RISERS WITHIN 6" ` (NOT TO SCALE) ACCESS COVERS (WATERTIGHT) TO ACCESS COVER (WATERTIGHT) TO OF FINISH GRADE WITHIN 6" OF FIN. GRADE WITHIN 6" OF FIN. GRADE 38.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 35.0' - 36.0' 41 4'f" RUN PIPE LEVEL Y DOUBLE WASHED PEASTONE PRj113 FOR FIRST 2' 3' MAX. 33.85' GSEPTIC' I 33.0' TA 32.60' 32.43' o p E7 p p O p p O C7 DB -9 0 32.17' p p E7 p ED p C7 C7 ED (14-5% 0 SLOPE) \__6" CRUSHED STONE OR MECHANICAL p p p p p p p p p o COMPACTION. (15.221 [21) x0 2' EJ 0 EJ 1=1 p ED E7 E3 Cl o� 30.17' DEPTH OF FLOW = 4' (16 % SLOPE) TEE SIZES 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = 10„ H-20 CHAMBERS 9.67' OUTLET DEPTH = 14" PROPOSED BOTTOM TH 2 ELEV. 20.5' FOUNDATION- 52' SEPTIC TANK 6' D' BOX 28' LEACHING *THE INSTALLER SHALL VERIFY THE (LONGEST) FACILITY LOCATIONS OF ALL UTILITIES AND ALL PROVIDE COVERS TO BUILDING SEWER OUTLETS AND ELEVATIONS RADE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 28.5 ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ONI I SEPARATE CIRCUIT FROM PUMP INV. IN 26.50' 2" PRESSURE LINE ALARM ON 14 TEE SLOPE TO DRAIN BACK TO PC FLOAT SWITCH WEEP HOLE sErnNGs: PUMP oN�- 'ooi11°Is sIOEIN CHECK VALVE HALLETS MILL POND 8" WORKING RANGE 6" OF BAFFLE MYERS SRM 4 8" SUBMERSIBLE 4/10 HP PUMP (TIDAL) PUMP OFF 18' SYSTEM (OR EQUAL) oo0 00 00 0000 .+ 0.22 6.84 , .$ ' GAS 6' BAFFLE 11.79 BAFFLE .53 2.04 r 4- -1 FLOOD70NE ELEV. 11 (= COASTAL BANK) 1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION I ; 13 SEPTIC TANK/PUMP (NOT TO SCALE) 81_ CHAMBER COMBINATIO .53 TOP & WATERPROOF/WATERTIGHT 3 D. 4- - 15.E 26.50' ' 1 im0 30.35 6.79 .89 .. #28.94 10 +27.24 8 BLANKET/REQUIRED SOIL COVER 100- EXISTING CONTOUR FOR PROPOSED POOL CABANA:,. J _ - 37 ,+®o 13.75 � 6.9 •% 10.89 * 1134 +1 118.P? N �USE +27.75 - (1) H-20 1500 GAL. SEPTIC TANK/PUMP CHAMBER��" +6.511 7.93 s 11243 lzs 15.19 2 O° COMBINATION B2 104 26.83 LEGEND / USE (1) H-20 D'BOX WITH INLET TEE +17BOULDER � ' LDER 13 +ze°3PDER 21.23 100.0 PROPOSED SPOT ELEVATION '� 8.49 CA +27.44 `t _.+27.04 2" PRESSURE LINE TO PROPOSED 11.10 LEACHING FACILITY +1 �o�� SAND/CLAY /, (SEE SITE PLAN VIEW FOR PROPOSED INVERTS AND +21.41 o° LENGTH OF PIPING) SILTY SILTY +23.x' N 0; DENSE GRAV. ems +22.17 IF +23.6 M PROP. 4' FENCE (PER STATE AND GRAY/BLACK FOR MAIN DWELLING: SEPTIC DESIGN:NOT ALLOWED {GARBAGE DISPOSER IS ) DESIGN FLOW: _5 BEDROOMS (110 GPD) = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD ( 2) = 1100 USE A-1500_ GALLON SEPTIC TANK LEACHING: SIDES: 2(59 + 10.83) 2 (.60) = 167 BOTTOM: 59 x 10.83 (.60) = 383 TOTAL: * 916 S.F. 550 GPD USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE AT ENDS AND 3' AT SIDES -BOARD OF HEALTH MA BWLDE0 724, 4.06 LOCAL REGS) 25 . 24.4 K, 8 +2953. +2.5.45 ����t j BENCHMARK: NAIL SET IN TREE AT .7 +28.97 +28.97 ELEV. 30.0' 30.76 OQ�Oe N WA1 +30.99 O PROP. POOL +32.00 +29.13 - 1 > 150' TO SAS r PROP. WELL 32.76 29.66 � G� +31.00 +28.77 .. - V r� .92 33.52 PROP. CABANA O O N 29.770 Ol +28.43 4 + .05 APPROVED DATE EXISTING SPOT ELEVATION PROP. H-20 1500 GAL '}27.67 SEPTIC TANK/PUMP CHAMBER COMBINATIO j TOP & INVERT IN ELEV. 26.86 100 PROPOSED CONTOUR 26.50' ' 1 im0 30.35 (FAILED) #28.94 10 +27.24 BLANKET/REQUIRED SOIL COVER 100- EXISTING CONTOUR J _ - OVER PIPING •% +27.20 i y +27.75 - ,1 +28.01 ! B2 TEST BORING 26.83 LEGEND GO +27.64 +ze°3PDER DENSE SILTY 100.0 PROPOSED SPOT ELEVATION '� 8.49 +27.44 `t _.+27.04 GREY CLAY +27.82 100x0 EXISTING SPOT ELEVATION '}27.67 I -----h' 3. 2 - TOP & .85 100 PROPOSED CONTOUR ' 1 im0 PROVIDE INSULATING SUBSOIL 10 +27.24 BLANKET/REQUIRED SOIL COVER 100- EXISTING CONTOUR J _ - OVER PIPING +27.20 i y - ! B2 TEST BORING }27.08 .: +27.96 DENSE SILTY SILTY GREY `t _.+27.04 GREY CLAY SAND/CLAY BROWN SAND EXISTING co 44 G -- SILTY SILTY N DENSE GRAV. IF - OW1;LLING TOP CON(; '1LOCK rNDN. _ GRAY/BLACK 45 ; DECK 1131' 8 SAND 8' DRY DRY i I l 4 a 17.2'3- }25.91 12' .82 + .66 41.15' SILTY +28.6 CLAY N �.. + .01 : i 1 SAND/CLAY TR F. GRAV FINE -MED W . 1 +27.12 DRY SAND/THIN 1. BR(CK ;+1a3.a r e$ LAYER OF r�43'3. .1 WET FINE -MED 14 SILTY SAND t -- 8 !' , +45.57 '+�R:a°� SAND TR. PROVIDE APPROX_ 172' I438�-- - `~ GREY SILTY 45.27 BROWN CLAY OF 40 MIL LINER AT 5' 'B3� ' GUY OFF SAS. 15' DRY FINE -MED SURROUNDING � STONE DRIVE 't+8 'INKS + 732 PERIMETER. TOP AT SAND BROWN .00 ELEV. 33.0', BOTTOM 1 PROP H-20 1 500 - AT ELEV. 29.0' - - .S' GAL SEPTIC TANK +27.74 1.,1 x43.56 ' . •1 `\xt43.04 18' WET +30.43 - h M It EXISTING 16' I O + CESSPOOL SAND TH FINE MED BORINGS - GREY SILTY . SHE m rz +48.37 I +13.9 1 i +.4}43. ELEV. ELEV. ELEV. p0 -t a . z' BROWN Q Q Q 41.5 MIX O" 0.1 0" 354 +.5 hj 1 - -) +42.41 -i i -P +42.60 4-43.7( - I -----h' 3. 2 - TOP & TOP & TOP & +4212 F +49.82 SUBSOIL SUBSOIL SUBSOIL J _ - - i DECK DENSE SILTY SILTY GREY 9 GREY CLAY SAND/CLAY BROWN SAND EXISTING co 44 G -- SILTY SILTY - DENSE GRAV. IF - OW1;LLING TOP CON(; '1LOCK rNDN. _ GRAY/BLACK 45 ; DECK 1131' 8 SAND 8' DRY DRY I l 4 a BROWN/GREY 12' + .66 a 1. 1. 0.50GREY ;+43.9.5 i SILTY CLAY : i 1 SAND/CLAY TR F. GRAV FINE -MED 13' MIX13' DRY SAND/THIN 1. BR(CK ;+1a3.a r e$ LAYER OF r�43'3. WET FINE -MED 14 SILTY SAND t -- 8 !' , +45.57 '+�R:a°� SAND TR. I438�-- - `~ GREY SILTY BROWN CLAY 'B3� ' GUY SAND/CLAY 15' DRY FINE -MED 4.6'� � STONE DRIVE 't+8 'INKS MIX SAND BROWN DRY .1-4-rI3443.99 x43.56 ' . •1 `\xt43.04 18' WET FINE MED. 16' I I I 62 43.1 +43.7 SAND FINE MED 1 I i 1 ' +4 .24 - GREY SILTY m rz I I +13.9 1 i +.4}43. SAND/CLAY DRY BROWN i+ .71 Q +44.24 MIX 18' DRY _m - -) +42.41 -i i -P +42.60 4-43.7( 20' 19' TR. GRAVEL m 5.90 DRAIN 1, 43.30 ' m i - ©2.40 :1 :, -r 3.23 + +42.33 44. 1 I i 4 .0$ +44.p,�,f�"�,, 1 PAVED 1 i } -V i }4 .18 DRIVE 1 `CAJ' 1 1 1 i +42.96 1 i +42.57 1 i i 42.45.142.80 5.4 i i ,. £ i t aff 508-362-4541 I� +44387 .554,42.6 +42.70 li'4i?.58'I'42.31 I= 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main St. yarmouth, ma 02675 ROU TE 6A ASSESSORS MAP 112 PARCEL 30 ZONING DISTRICT: R40 YARD SETBACKS: FRONT = 30' SIDE = 20' REAR = 20' PLAN REF. - LCP 13094-A FLOOD ZONE: A3 ELEV. 11 & C TEST HOLE LOGS ENGINEER: RICK JUDD. RS WITNESS: BRUCE MURPHY, RS/ HOLLY DOWDEN DATE: 6/23/05 PERC. RATE = 6 MIN/INCH CLASS II SOILS FAILED ELEV. ELEV. 011 Q 27.6' 0" Q 34.0' AP FILLSL 9 1OYR 4/3 36' Bw SL ORGANIC PEAT1OYR 4/6 16" 32.67 WEEP 0 40" •i C SL PERC 74" 2.5Y 6/4 162" NOTES: STONES, COBBLES, BOULDERS 20-5' NGWE 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. B. 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 VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM. ALL EXIT SEWER LINES MUST CONNECT TO PROPOSED SEPTIC TANK. NOTE: FUTURE ADDITION (TO STREET SIDE OF DWELLING) WILL CONNECT TO THIS PROPOSED SEPTIC TANK. 12. ELECTRICAL PERMIT REQUIRED TITLE 5 SITE PLAN OF 30 HASLET STREET (RTE 6A) IN THE TOWN OF: YARMOUTH (PORT) PREPARED FOR: ALLEN & GLORIA LARSON 30 0 30 60 90 SCALE: 1" = 30' DATE: AUGUST 9, 2005 REV. 10/16/05 (BOH) REV. 3/15/06 (POOL, H-20) 1H OF5,, v9c LSH OF,y,1S oor AHE Gm o�� ARNE H.ctiN OJA 1 OJALA CIVIL No. 2 ? � l 3079 Q 6 AR 4 su , P.E., sTEa G� DATE ...SAO Al E�