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Home My WebLink About327 Whites Path - Site PlanV 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT, G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. 7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT, LINE SHALL BE CAPPED AT END OR AS NOTED. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BOX TO A55URE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 314" TO 1- 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE PROPOSED CHAIN LINK FENCE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 118" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, PINES AND DUST. 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, 12" BERM FOR EDGE OF PAVEMENT TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) SOIL AB5OPPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM 0 GENERAL NOTES: SYSTEM DESIGN CALCULATIONS: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM SEWAGE DESIGN FLOW: UNLESS H-20 COMPONENTS ARE USED. FACTORY, INDUSTRIAL PARK, WHAREHOUSE, ETC. 1 5GPD/PERSON x 15 PERSONS = 225 GPD B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM DESIGNED UN- LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROOVED IN WRITING. LEACHING CAPACITY REQUIRED: FACTORY, INDUSTRIAL PARK, WHAREHOUSE, ETC. 15GPD/PERSON x 15 PERSONS = 225 GPD C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SEPTIC TANK CAPACITY REQUIRED: D ILY FLOW = 420 GFD @ 20001 = 840 CAI_. REQUIRED '. UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, MAXIMUM BUILDING HEIGHT AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. SEPTIC TANK CAPACITY PROVIDED: CONSTRUCTION NOTES: GALLON CITYICT ALLOWED) BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TM15 SYSTEM RE- SCOW500 LEACHING CAPACITY PROVIDED: IDED: QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING ONE (1) 2G.75'X 10.83'X 100"LEACMNG CHAMBER CAN LEACH: 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, Vt=[(2G.75 X 10.83) + (2(;.75 X 0.83)2 + (10.83 X 0.83)2) X 0.74 GPD/5F=260.55 GPD TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 260 GPD>225 GPD REQUIRED 2.) SEPTIC TANKS), GREASE TRAP(5), DOSING CHAMBER(S) AND DISTRIBUTION NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DESIGN, BOX(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY INSTALL: ONE (1) - 1 500 GALLON SEPTIC TANK COMPACTED, OR ON A G INCH CRUSHED STONE BASE. ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) 3.) SEPTIC TANK(5) SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE THREE (3) - INFILTRATOR HIGH CAPACITY UNITS 34" x 75" x I G" 5ET END TO END WITH 4 SQUARE FEET OF STONE AP,UND AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- - TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". -G- 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT, G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. 7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT, LINE SHALL BE CAPPED AT END OR AS NOTED. 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BOX TO A55URE EVEN DISTRIBUTION. 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW THE OUTLET INVERT. 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 314" TO 1- 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE PROPOSED CHAIN LINK FENCE INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" LAYER OF 118" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, PINES AND DUST. 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, 12" BERM FOR EDGE OF PAVEMENT TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 12.) SOIL AB5OPPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM 0 COMPONENTS, INCLUDING THE SEPTIC TANK; DISTRIBUTION BOX, DOSING CHAMBER ,. '•; ' • '.' '.. AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SMALL HAVE A MINIMUM COVER •=' - - "-'` ' •' "•"° ''• "' OF ASSESSORS' . FROM THE DATE OF INSTALLATION ) STALLA70N OF THE SOIL ABSORPTION SYSTEM UNTIL .. .. ,. RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- G TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH MAXIMUM BUILDING HEIGHT AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. 1- 112" BITU,v11NONOUS TOE' GOAT 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OP ALL CONSTRUCTION 2" BITUMINOUS BINDER COARSE BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF TM15 SYSTEM RE- G" MINIMUM COMPACTED SUB -BASE MATERIAL QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING 70%o THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE SUB STIx:ATUM PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 24x5 INSPECTION NOTE: TYPICAL ROADWAY PAVEMENT SECTION PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NOT TO SCALE NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. x I O' DUMPSTER PAD 10' Utllity Easement RIM EL= I G -r-- 24',24" CAST IRON FRAME AND GRATE 24'x24' CAST FROM FRAME AND COVER RAISED TO GRADE RAISED TO GRADE Exi5tm6j Tower Foundation GRADE AT LOW POINT OF SWALE 4" HIGH FRAME (COVER ONLY ON UNIT WITH INLET) EL= 15.6 Location Based on CPP prepared by Weller 4 A55ociate5 PITCH PAVED PARKIN C 4 MIL POLYETHY1EtlE Updated 9-29-94 `•;t': s. ,:,., _ - G" LAYER OF 1/8". 1/2- STONE 12" DAM. HDPE PIPE 12" DIAM. HDPE - (TYPICAU @ 1% SLOPE TO (TYPICAL) - CENTER OF CATCH BASIN AT I% PITCH TO PITS 7 - 5.0' 2.0 ___ G.a 314"-1-1/2"5TOUP 77 7 „,. --- 1000 Gallon 20 �--G.a Solid Catch 13a51n USE 5CB-G00-H-20 101 X ISI A5 MANUFACTURED 13Y5HOREY OR EQUAL Leach Pit AS MANUFACTURED BY SHOREY OR EQUAL DETAIL OF CATCH BASIN WITI1 LEACHING PIT(S) NOT TO SCALE i FLOW PROFILE: NOT TO SCALE 24" DIAMETER CONCRETE COVERS TOP OP FOUNDATION PA15ED TO WITHIN G" OF FINISH GRADE (OR AS NOTED) -7, EL= (SEE NOTE #5) r.. Proposed EL= Proposed EL= Prwosed EL= '77777 1110" I 14" 3" T T 4'0" GAS BAFFLE - 1500 GALLON SEPTIC TANK DB -3 D -BOX H-20 00" Proposed 00.0+ (9" Min - 3G" Max) 2" LAYER OF I/8" - 112" STONE /00.00 314" - 1- 112" STONE 00.00 2" DROP 00.00 2.83' -,�- 4 - USE 3 INFILTRATDR HIGH CAPACITY UNITS 34" x 75" x I G" WITH I a' INVERT Longest Run. SURROUND(D BY 4' OF STONE a0' (TND VIEW) LEACHING CHAMBER 26.75' x I O.$3' x I O' HATH STONE G' Cham Link Fence Location Approx-mate 1 2' BERMS WHITE'S PATH Edge of Pavement N II Dz II _ PROPOSED SIGN N 8404610" E 3Z 200.00' o n 24. + �Jj a PROPOSED LA _ R 40' 7+ Reserve �� +I 30.3'± 4 RICK PAVER APRON a I+ I G" x 9" IN STONE DUST N 20' mm _ ExlSting Foundat 1 SAS (INGROUND POOL DB 24 4I PROPOSED I 1 .0'± I 10' mm. �. , 5 _ tx PROPOSED 1000 GALLON G. 2 a±I SOLID CATCH BA51N (TYP) AtF" x I r T. s. r �: ll J k5 gg bt°st+4 'pr 5�s k az "sr ae�� 8 I cl� )fi)} I' ry! r" L s i `7\t'1I^'I''/� R" x 8p z IO LbINGLOT I o o p 17Ti fi7"�0'Xy50 3 _'Area= 47,878 5F± 0� - N V1 r 'S1'EEM�� f N O Q I E J t y Si y s*L _� 11+ .� .ikr .• t, I 3 ` IT ' xi a s (D 17. SLOPE -_ 1 IL I _ Dcor 12 xl c (�1r) Lighting II------_--��--1 N O i x i 3j z o w N W ow C, N PLAN SCALE 1 "=20 THIS AREA IS SERVED BY TOWN WATER, Da Ul LIGHT ON MINIMUM' 12" LIGHT POST (TYP) I 7 I I .I 200.90' 5 84'48'10" W C4 FOUR (4) PROPOSED STORAGE BINS 'BARK MULCH 'STONE 'STONE DUST 'LOAM 10.0'± THREE (3) PROPOSED LEACHING STRUCTURES G' x GH 10 LEACH PITS WITH 3' STONE 12'x6'7 ( OTAL 0 PLAN BOOK 484 PAGE 44 m C DEED BOOK 10990 PAGE 144 m0 ASSESSORS' PLAN SCALE 1 "=20 THIS AREA IS SERVED BY TOWN WATER, Da Ul LIGHT ON MINIMUM' 12" LIGHT POST (TYP) I 7 I I .I 200.90' 5 84'48'10" W C4 FOUR (4) PROPOSED STORAGE BINS 'BARK MULCH 'STONE 'STONE DUST 'LOAM 10.0'± THREE (3) PROPOSED LEACHING STRUCTURES G' x GH 10 LEACH PITS WITH 3' STONE 12'x6'7 ( OTAL Yarmouth, MA 'd - N 7 NOT TO SCALE PLAN BOOK 484 PAGE 44 o DEED BOOK 10990 PAGE 144 m0 ASSESSORS' MAP 109 PARCEL 03.1 O � G N MAXIMUM BUILDING HEIGHT LEGEND MAXIMUM SHAPE FACTOR - 3 - EXISTING CONTOUR N Q < 7 70%o x12.34 EXISTING SPOT GRADE PROPOSED BUILDING 24x5 PROPOSED SPOT GRADE 1,020 5F Q- WATER SERVICE LINE - PPOP05ED I a x I O' DUMPSTER PAD Yarmouth, MA 'd - N 7 NOT TO SCALE PLAN BOOK 484 PAGE 44 o DEED BOOK 10990 PAGE 144 m0 ASSESSORS' MAP 109 PARCEL 03.1 c 30 FEET MAXIMUM BUILDING COVERAGE 15% MAXIMUM BUILDING HEIGHT LEGEND MAXIMUM SHAPE FACTOR - 3 - EXISTING CONTOUR 47,878 32 PROPOSED CONTOUR 70%o x12.34 EXISTING SPOT GRADE PROPOSED BUILDING 24x5 PROPOSED SPOT GRADE 1,020 5F - W- WATER SERVICE LINE PROPOSED DUMPSTER PAD -a- OVERHEAD UTILITY SERVICE 1, 194 5F -U- UNDERGROUND UTILITY SERVICE = 52,30% -G- GAS SERVICE LINE 'NUMBER BASED ON OCCUPANT PROVIDING STm TEST HOLE / BORING LOCATION SEPTIC TANK DB DISTRIBUTION BOX 5A5 SOIL ABSORPTION SYSTEM Reserve RESERVED FOR FUTURE `a-+ UTILITY POLE ED CATCH BASIN % FIRE HYDRANT ® WELL ® DRAINAGE MANHOLE ■ CONCRETE BOUND, FOUND - 1 - TOP OF BANK -�--�- LIMIT OF WORK FENCE EDGE OF CLEARING B-3(BU5INES5) MINIMUM AREA 40,000 SF MINIMUM FRONTAGE 100 FEET FRONT YARD SETBACK 30 FEET SIDE YARD SETBACK 10 FEET REAR YARD SETBACK 30 FEET MAXIMUM BUILDING COVERAGE 15% MAXIMUM BUILDING HEIGHT 35 FE -ET MAXIMUM SHAPE FACTOR 22 MAXIMUM BUILDING COVERAGE 15% LOT AREA 47,878 SF EXISTING BUILDING COVERAGE TOWER FOOTINGS (3) 867 SF MECHANICAL BUILDING 1,020 5F PROPOSED BUILDING 4,000 5F PROPOSED DUMPSTER PAD 100 SF TOTAL SQUARE FEET 5,987 SF BUILDING COVERAGE % 5,987 12.5% 47,878 MAXIMUM LOT COVERAGE' 70%o PROPOSED PARKING 1 7,3GG SF PROPOSED BUILDING 4,000 5F EXISTING MECHANICAL BLDG 1,020 5F EXISTING CELL TOWER 8G7 SF PROPOSED DUMPSTER PAD 100 SF PROPOSED POOL 4 APRON 1, 194 5F TOTAL SQUARE FEET 24,547 5F LOT COVERAGE % 24,547 = 52,30% 47,878 'NUMBER BASED ON OCCUPANT PROVIDING ARTIFICIAL RECHARGE FOR EXCESS RUN-OFF PARKING REQUIRED I 5PACE/2 OCCUPANTS 15 OCCUPANTS x 1 517/2 OCC 8 SPACES SPACES PROVIDED 8 SPACES CURRENTLY 15 EMPLOYEES Note: Site Locations and Property bnea5 Based on Proposed Site Plan Prepared by Weller 4 A550CIatC5 Revised 12-G-93 And CPP Prepared by Weller 4 As5ociate5 Updated 8-29-94 PROPERTY IS LOCATED IN THE ZONE II Mr. Jeff Fanara OF A PUBLIC WATER SUPPLY 2GG Queen Anne Road, Harwich, MA 02645 PROPOSED SITE PLAN 327 Whlte'S Path, Yarmouth, MA BENNETT A QREILLY, Inc 0 20 40 60 Engineering, Environmental and Surveying O Service, SCALE 1"=20' 1573 Main Street - Route BAO P.O. Boa 1667 (508)898-8830 Office Brewster, MA .02631 (508)898-4887 Fax " DATE: SCALE: BY: CHECK: JOB NUMBER: G:V+vtocad 2005N.and Protects 200512005Drawings\Fanara4743lprop.(nosurv)Awd 8/9/07 A5 Noted MTF/f JMO 8007-4743