The URL can be used to link to this page

Home My WebLink About154 North Main Street Site and Sewage Disposal System DesignFILE Copy GENERAL NOTES: SOIL TEST LOGS: SYSTEM DESIGN CALCULATIONS: QPM N� TEST HOLE 1: EL=48 3+ A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM UNLESS H-20 COMPONENTS ARE USED. B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR Tt1ESYSTEM AS DESIGNED UN LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE. LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PR10R TO COMMENCEMENT OF WORK DEPTH FROM 5URFACE .(INCHES) SOIL HORIZON 501L TEXTURE (USDA) 501E COLOR (MUN5ELL) SOIL OTHER MOTTLING - 0-10 A LOAMY SAND I OYR 3/3 NONE : 10-32 B LOAMY SAND IOYR G/8 NONE 32-125 C MEDIUM SAND IOYRBG NON` SEWAGE DESIGN FLOW: 1 BEDROOM DWELLING @ I 10 GPD = I 10 GPD REGIONAL AVE. LEACHING CAPACITY REQUIRED: 330 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: w LOCUS Q DAILY FLOW = I 10 GPD @ 200%.= 220 GAL. REQUIRED w O C O N ST RU CT I O N .NOTES : : SEPTIC TANK CAPACITY PROVIDED: O '•- Y 1500 GALLON SEPT IC TANK (MIN. ALLOWED) TEST HOLE 2: EL= 48 2+- I DINING CAPACITY PROVIDED:3 r 1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5) AND DISTRIBUTION BOX(E5) SHALL BE SETONA LEVEL 5TA13LE BASE WHICH HAS BEEN MECHANICALLY COMPACTED, OR ON A G INCH CRUSHED STONE BASE.. ' 3.) SEPTIC TANKS) SHALL MEETA5TM STANDARD C 1 127-93 AND SHALL HAVE DEPTH FROM 5URFACE .:(INCHES).:. SOIL 501L HORIZON TEXTURE (USDA) SOIL COLOR (MUN5ELL) SOIL OTHER MOTTLING 0-13 .,. LOAMY SAND I OYR 3/3 NONE 13-30 13 LOAMY SAND I OYR G/8 NONE 30-138 C MEDIUM SAND IOYR B/G NONE PERC.P G2" ONE (1) 25' X 12.83- X 2.0 LEACHING CHAMBER CAN LEACH: r t Vt=[(25 X 12.83) + (25 X 2.0)2 + (12.53 X 2.0)2] X 0.74 GPD/5F= 349.3 GPD - 349 GPD > 330 GPD REQUIRED - - - O NOTE: A GARBAGE D15PO5AL IS NOT PERMITTED WITH THIS DESIGN_ INSTALL: ONE (1) - 1 500 GALLON SEPTIC TANK ONE (1) - 3 OUTLET DISTRIBUTION BOX (H-20 Rated) N SOUTH YARMOUTH, MA' TWO (2)) - 500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND m AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BO'- - SIX(G) - 24" DIA. RISERS AND COVERS NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". DATE OF TESTING: 2 -IG -12 4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G PERCOLATION RATE: LESST.AN 2 MIN/INC. iN WIEIL LAYER. ' C TNESSED BY: R. FERNANDES, P.E., J.M. OREILLY 8 ASSOCIATES, INC. � PLAN BOOK 349 PAGE 32 ABOVE: THE FLOW LINE Of THE SEPTIC TANK AND SHALL BE INSTALLED ON THE P. RENAUD, AGENT, YARMOUTH HEALTH DEPARTMENTDEED BOOK - CENTERUNE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. NO NATER ENCOUNTERED _ 'MAP 80 PARCEL PAGE 244 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST USE A.LOADING RATE Of 0.74 GPD/SF FOR 51ZING OF SOIL ABSORPTION SYSTEM. ASSESSORS MAP CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" OF m FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT.. N G.) PIPING SHALL CONSIST OF: 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL LEGE " D BE LAID ON A MINIMUM CONTINUOUS GRADE Of NOT LE55 THAN I% - ---- ---32 EXISTING CONTOUR 7.).DISTPSUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE - - 32 PROPOSED CONTOUR 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED: - - ` xlz.aa 'EXISTING SPOT GRADE AT END OF, AS NOTED. - "- - - - 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST &ist'n 24x5 PROPOSED SPOT GRADE 2'.BEFORE PITCHING TO SOIL ABSORPTION SYSTEM.. WATERIEST DISTRIBUTION e/%n9 - W- WATER SERVICE LINE - 0X TO ASSURE EVEN DISTRIBUTION. - - g0 `��`�\ ' -0- _ OVERHEAD UTILITY SERVICE 8 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW" - 49.6 -U- UNDERGROUND UTILITY SERVICE THE OUTLET INVERT: -G- GAS SERVICELINE TIP 10.) BASE AGGREGATE FOR THE LEACHING FACWTY SHALL CONSIST OF 3/4 TO x 1' : ® TEST HOLE / BORING LOCATION I - 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SMALL 13E - Existing Stone G �st'�g - INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE /J(` 49'5. "'Bound (fnd) 5T SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGP.EGATE SMALL RECOVERED WITH A 2" J 1 O 1_2 [ �`�x�x �- - _ DB DISTRIBUTION BOX LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. . 49.1 _ SAS SOIL ABSORPTION SYSTEM 1 1.) VENT SOIL ABSORPTION SYSTEM MIEN DISTRIBUTION LINES EXCEED 50 FELT; x 497 - Reserve -.. RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, (/.j x 49. _ BENCHMARK: cop UTILITY POLE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED f -. - / - Top of Concrete Beund 02, R] CATCH BASIN 12.) 501L ABSORPTION SYSTEM SHALL- BE COVERED WITH A MINIMUM OF O" Of till lt�T 2 72, EL=48.8± (Assumed Datum) CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). Ex151r•g Utility YJ • Area=2-0,7805E-1- FIRE HYDRANT Pole to be Removed ® WELL 13.) FMISH GRADE SMALL BE A MAXIMUM OF 30" OVER THE TOP OF ALL SYSTEM 4 3 MI U.) x 48.4 _ COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER TJtility - M 1 m x 483 ® DRAINAGE MANHOLE AND 501L AB50P�ION SYSTEM. 5"IC TANK5 SHALL HAVE A MINIMUM COVER Pole #74 U.7 fff oOOo - - - CONCRETE BOUND, FOUND �'c� x 44e c s TnP OF BANK 14.) FROM THE DATE OF INSTALLATION OF THE SOIL A135ORPTION SYSTEM UNTIL - W 11 1 PROPOgEp DRfVtW ®- - s RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- - �/ RES'` LIMIT OF WORK SYSTEM SMALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH C0 V: •'7e 49f J -3 j O _ f x a9.2 O FENCE AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. C0 V: `?� _ Ixl JJJ \+ ��.--yyy O �I EDGE OF CLEARING 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION O G2 7'-f--.�PROP EDG z _ . �' v _ f ' \ BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER iF THIS SYSTEM RE - w 49 I BEDRO( M TSN y x a .1 Existing Overhead QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING Q o w-�r� DWELLING "TPI _, Utdltie5, Current) C)ISCOnneCted THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE o PROPOSED WATER SERVIC 51 `-' 1 W'� and are Pro 05661 tO be Removed TOP - E Slx "�Stz pb O�Q, `11 V - - v 1 iF 473 BUILDING HEIGHT: COMPLIANCE WITH ZONING 5ET15ACK5 15 NOT EXPRESSED OK : 3x 492 050 ' 2 IMPLIED HEREON i 17.) CONTRACTOR SHALL REVIEW SPECIFIED TOP Of FOUNDATION AND THEx 49. ASSOCIATED PROPOSED GRADING, PRIOR TO ANY EXCAVATION. ANY CHANGES Q O 4 O{ 2 w 14" Pine TO THE PROPOSED ELEVATIONS SHALL BE REVIEWED WITH THE DESIGN ENGINEER.Z x 48. 48.6 9.5 x 493 48.4 .O x 48.7 12" 0.1. 89 x48I to e�Qt`Je�9H ..�Ji peG EX15ting Utility Pole rY w1't. JOHN nb c)s4':tt'Y FU`OF-fIAY -, c�.a CIVIL ° x 49.1 �gao� PLAN Nt 3 6,rT �: ;1 \..,<� tih q 48.8 -: :. x 48.1 SCALE 1"=30' lR g �� Q, �a 4 hr z f 1 az�utn r7eWtth Department X ae.a h e�p E" a., S.A.S. DETAIL F p F THIS AREA I5 SERVED APPROVED I LOW I RO1 L NOT TO SCALE NOT TO SCALE 482 BY TOWN WATER. e 6 COVER5 !N TOTAL Exl5tincJ Catch Basizf �7 1- 24" DIAMETEK CONCRETE COVERS Rim E1=48. I RAISED TO WITHIN G" OF FINISH 481 - - - TOP OF FOUNDATION GRADE (OR AS NOTED)- - - - - - REVISED 3-2-1 2: ADJUSTED TOP OF FOUNDATION PER BOARD OF HEALTH REGULATIONS, EL= 51.8 (SEE NOTE #5) INSPECTION NOTE: Proposed EL= 50.0±Proposed EL= 48.5-* Proposed EL 48± _ ADJUSTED FLOW PROFILE AND PROPOSED GRADING ACCORDINGLY. _ NAL INSPECTION BY THE ENGINEER, SYSTEM +! .. ., . NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR GONERS. - 30 Proposed Reef -Cade Codls Homebullder 47.41 (9" Min - 3G" Max) 45.5± C/O Jim Hagerty, P.O. Box 18G, West Dennis, MA 02G70 .'. - 2" LAYER OF 1 /8" - 1/2 STONE THE LAYOUT AND DIMENSIONS OF THE SITE * .SEWAGE DISPOSAL SYSTEM DESIGN 47.75 4G 25 1 O{ 4 46.00 44 75 �% i�� 3/4" - ! I/2" STONE PROPOSED DWELLING HAS BEEN TAKEN 3�1 I 4s G7 x45:50 I. , ji N N `� Morse Residence,. 154 N. Main Street, S. Yarmouth, MA 4'a' 2" DROP �' / TAKEN FROM THE PLAN DATED -24- 12, GAS BAFFLE 42.75 PREPARED FOR REEF REALTY, Ltd J.M. OTEILLY & ASSOCIATES, INC. USE TWO(2)SHOREY PRECAST T- Professional Engineering & Land Surveying Services 500 GALLON LEACH CHAMBERS G.011 I Longest Run WITH 4' OF STONE AROUND }---5' IG' _ (END VIEW) 0 30 GO 90 - 1573 Main Street Beet Route BA 1500 GALLON - DB -3 - EL= 3G.7� TO BOTTOM OF TH2 P.O. Boz 1773 SEPTIC TANK R LEACHING CHAMBER (5oe)eao-o5oi orrice Brewster, un 02631 (508)896-6602 Fax D-BOX25.0'x 12.83`x2.0' SCALE 1 "=30' DATE: SCALE: BY: CHECK: I JOB NUMBER: G:\AAJobs\Reef\G5489 Morsdeklwg\G 548-51TEPLAN-REV 3-2-f 2.dwg 2-20-12 A5 Noted JMO KEF JMO-6548 FILE COPY