Loading...
HomeMy WebLinkAboutSite Plan of Land Decision 3266DESIGN CRITERIA: INVERT ELEVATIONS: ACCESS COVERS MUST BE WITHIN DESIGN FLOW: OFFICE SPACE INVERT IN SEPTIC TANK: _ 35.50 6' of FINISH GRADE 9' MINIMUM. 1jj JI I / 14.250 S.F. / 1000 X 75 - 1069 GPD INVERT OUT SEPTIC TANK: 35.25 FIRST 2' To 3" MAXIMUM COVER CONNECT TO P£ASTONE MIN. 2' of INVERT IN DIST. BOX: 34.38 BE LEVEL VENT SEPTIC TANK REQUIRED: 4" PVC I6• ti INVERT OUT DIST. BOX: 34.21 EXISTING 1069 G. P. D. X 20OX - 2138 GAL. SEWER LINE SCHEDULE3.00 N 35.25SEPT1C TANK PROVIDED: 2500 GAL, INVERT IN LEACH CHAMBER: 3400 ! 2dC3WK*-"Tapp o P 32.00 Ro�7 f dA BOTTOM OF LEACH CHAMBER: 32.00 35.50 34.39 34 2M--l4t$ a ADJUSTED GROMD WATER: N/A D OUTLET LEACHING CHAMBERS ) SOIL ABSORPTION SYSTEM REQUIRED: e E DESIGN PERC RATE -�5 MIN/INCH OBSERVED GROUND WATER: N/A 2 00 GAL 3/4' - 1 112' DIA. C) > `i SOIL TEXTURAL CLASS - I BOTTOM OF TEST HOLE: 27.00 SEPTl�C TANK 6' CRUSHED STONE BASE WASHED STONE LOCUS EFFLUENT LOADING RATE -.7 GPD/SF = m 1069 GPD / 0.74 GPD/SF -1445 S.F. PROFILE:NOT TO SCALE PROVIDED: 2 ROWS OF 6-4'X 8' FLOWDIFFUSORS O �� �T W/3' STONE ALL AROUND AND l' UNDER. ILOCUS MAP 10'X 54'X 2•DEEP. A-1592 S.F. ASSESSOR'S MAP 110, PARCEL W8 ZONING DISTRICTS. LB. MIN FRONTAGE - 150' SETBACKS: FRONT - 30', SIDE - 25'. REAR -'20' MAXIMUM BUILDING COVERAGE - 50X solL TEST Pl r DATA® FLOOD ZONE C. MAP 250015 0001 D. DATED 7/1792 INDICA TES INDICA TES PERCOLATION = OBSERVED TEST GROUNDWATER Tp* I GRND EL . 3_ B •e� r G. W. EL. -N14 GENERAL NOTES: 0. HORIZON TEXTURE COLOR OTHER 38.5 19° To Nq7 I. PROPERTY LINE INFORMATION WAS COMPILED FILL , °R/�E 0.uP11/a FROM AVAILABLE PLANS AND DEEDS OF RECORD ,�j 1 r C O rr ,� AND DOES NOT REPRESENT AN ACTUAL ON THE 20-............................................................. J6.F 1 } 41.s+ 6D To � GROUND SURVEY. A SANDY MR (/ N� oRl 2. TOPOGRAPHIC INFORMATION WAS OBTAINED BY VE /24"•••••••••••••••LOA ••• .. M ................ 3/2 ++2.0 r ......................... 36.5 LOAMY )OYR 0 B ELECTRONIC SURVEY METHODS. i r D (N.G.V.D.). SAND 5/6 i � ♦ +r.rJ I .� r0a• ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC 1 r ) -S To J. S / N 32 ..........A .............................................35.8 ORwe VERTICAL DATUM C I MED 1 UM 1 OYR � ER 9 00 78 .SAND 714 9�F� /?4• \lie. To 4, BENCH MARK USED: MON. 023 ELEV - 30.49. J3. Na 7 +0.93 +0.60 10.03 OR`VE. ` 5. FOR BENCH MARK SET. SEE PLAN. h /sT/NG p4PEe CATCH BASIN J9, SJ 6. ALL CONSTRUCTION METHODS AND MATERIALS 136 T46BOLT 291 t NO WATER oR/Y£ RIM-40.JO �1FAW $ION J9.d a /nGT AND -3 BASIN MAINTENANCE OF THE SEPTIC SYSTEM SHALL 27.0 @ N'M•J9. J2 ++1.6 +0.70 +074 4o. ss �-"+2.05 I ca/aH J9.7 CONFORM 70 MASS. D.E.P. TITLE 5 AND LOCAL DATE: NOVEMBER 30. 1995 2/•r �4 � BOARD OF HEALTH REGULATIONS. TEST BY: STEPHEN HAAS 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER `= o 3 " AREAS SURJ£CT TO VEHICULAR TRAFFIC OR GREATER WITNESSED BY: PETER BRYANTON II ON+R4CR PERC RATE: 2 MIN/INCH +40.5 THAN 3' IN DEPTH SHALL 8E CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. i B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR I I NOR J^ +o, s APPROVED EQUAL. 1}082° BU/C�/NG 9. EXISTING LEACH PIT$. GREASE TAP AND SEPTIC - o a 40• 1/ y TANK TO BE PUMPED DRY, REMOVED. BACKFILLED WITH CLEAN SAND AND COMPACTED AS REQUIRED. I TNG o lO.BEFORE CONSTRUCTION CALL 'DIG -SAFE'. r i 1-800-322-4844 AND THE LOCAL WATER DEPT. ro•. �l o FOR LOCATION OF UNDERGROUND UTILITIES. AIM +o J Q7 FOUNTAIN O l SOOT y 19014 to / R/-..M•Jd. .-.. _.._ a 45 ABANDON 3e. 27 AND REMOVE 0 ) 0 REPLACE EX15rIN0 .� C CATCH BASIN WITH / / j-}-JB•5 REPLACE EXIS71NO 1500 QAL 1060 SAL SOLID BASIN/ 1R i SEPTIC TANK WITH 2500 OAL R/M•37.90, INV -34.90 / fig./ E7'/ST '• � NEW 1000 SAL CATCH BASIN RIM•37.70, !NV•34, 1000 SAL LEACH PIT W/4' STONE MH N/!' VENT-� +41.3 .A /0 pA p4 Rr/N9 7RAPTIN3 SREASE t CATCH BASIN (CATCH BASIN R!M•Ja. J+ / IRIM•37. 90 / 1 +36.9 +39.0 Al `• EXISTING LEACH I q T. P. Pr TS � vENTj' �-60 6,95 \ r 37.79 I O. 86 O VENT f /N WP� H EXI$ WO LEA ) 26• PITS � 1 3Q Ja. 6+z Rc 3p1 - / 40. J / J,TON£ 444 X S4d ti� . ,TCC A'CO X .?.,D ££P RAND'cU,rp 32. CATCH BASIN t Eat V • SER +-J9.0 RIN-Jd. SS •T4 39.20 / - Ar T� 40.25``- �Q .07,••„y A� +41.9 -. 41.3 +41.5 ` +41.4 /JT/NO poke p / ' �,g� I �. 0'V� ly4 y. URA•/NO 4.9£4 I 41.6 / + 4 .7 ++2.6 +42.3 1 J •�\ } 41.+1 ! 42.2 \ a + ++1 WOODEN OA TE I ----- ----- - NO ++z.z r / PARKING ONE K4y i + sN } ` +42.6 / LEGEND ++5.7 � ` ti 4 CONCRETE BOUND FOUND 40 SUI' WIRE \\ l / /46.4 ® WATER GATE • 0y ' ' _ / / + -W- WATER L 1 NE ca/a6 O HYDRANT �l -� 45. 8BUFFER _ D S ++7•+ © GAS GATE :*� MP loom �-- _' -G- GAS LINE \ / / ® CATCH BASIN [L 46,2 69.3 +�6�� =�.- UTILITY POLE W/ GUY WIRE + i _ �- �'----OHW - OVER HEAD WIRES l •93 ?+ ' MOVE SHED To --T- UNDERGROUND TELEPHONE LINE \-CORNER OF PARKING 440.4 EXISTING SPOT ELEVATION Y LOT _1oo_EXISTING CONTOUR F4 0-4-01 PROPOSED SPOT ELEVATION "1 0 10 20 40 AREA CALCULATIONS: TOTAL LOT AREA - 62.937t S.F. TOTAL IMPERVIOUS AREA - 45.552t S,F. - 72% OF SITE TOTAL BUILDING AREA - 7,088t S.F. - llx OF SITE PA9KING CA:LrIll Arl1tj-q I SPACE PE4 zoo SF OFFICE SPACE REQUIRED 14.254 SF / 200 - 71 SPACES PROVIDED - 64 SPACES 8" MIN. H2O CAST IRON FRAME AND COVER W/1• VENT 4' MIN. PEASTONE- /TO FINISH GRADE. MORTARED IN PLACE / BRICK LEVELING COURSE 1-4 MIL POLY OR FILTER FABRIC 174./FT--- o FROM P4SIN 3/4'-11/2' WASHED LEACHING STONE ALL AROUND BASIN 0 (H-20) HDPE TEE W/1' VENT e • a y r, +••�- 6 • D I AM --•� CATCH BASIN DETA I L NO SCALEe- BRICK LEVELING COURSE �12" HDPE TO LEACHING FACILITY -SOLID CATCH BASIN H-20 -SOLID BOTTOM W/24" HOLE I" FINISH COARSE 2- BINDER COURSE PAVEMENT DETAIL FOR AREAS OVER NEW SEPTIC AND DRA I NAGE SYSTEMS. REMAINDER OF PARKING AND DRIVES TO RECEIVE LEVELING rI 2"GRAVEL BASE COURSE OF BINDER AND I" FINISH + COURSE. PAVEMENT DETAIL NO SCALE S / TE PL L A /"/D / N I \i 6' D1AM, RMO U THP OR T . "A. ` _ 4' MIN. LEACHING BASIN DETAIL NO SCALE H2O FRAME AND GRA TE / 14 W. V MORTARED IN PLACE / /V 7 -ER /VA HDPE TEE W/1' VENT e • a y r, +••�- 6 • D I AM --•� CATCH BASIN DETA I L NO SCALEe- BRICK LEVELING COURSE �12" HDPE TO LEACHING FACILITY -SOLID CATCH BASIN H-20 -SOLID BOTTOM W/24" HOLE I" FINISH COARSE 2- BINDER COURSE PAVEMENT DETAIL FOR AREAS OVER NEW SEPTIC AND DRA I NAGE SYSTEMS. REMAINDER OF PARKING AND DRIVES TO RECEIVE LEVELING rI 2"GRAVEL BASE COURSE OF BINDER AND I" FINISH + COURSE. PAVEMENT DETAIL NO SCALE S / TE PL L A /"/D / N YA RMO U THP OR T . "A. P.4EPARED FOR / 14 W. V / /V 7 -ER /VA T/ O /VA L F U/VO F O R A /V / MA L WEL FA R E- 411 4// ROUTE 6A -YAP,MOUTI-IR ORT. MA 0267.5 SCAL E: / " - 20 /VO VEMBER / 7. / 9.95 REV/ SED : /VO VEMBER 00. / 99 s EA GL �' SUR T/E'Y ING � E'NG I NE'L"'R I NG . INC . I® �eaboarQ.' Lane HycznAz t s . MQ' . ®2c®.7 �5p �67D 432-5333 JOB NO: 95-317 FIELD: RIR/PDR CALC: CFW/SAN CHECK: CFW DRN: SAH - 3Zb4-