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Home My WebLink About83-1262 - Site Plan00218" MANHOLE 24" MANHOLE 2' LAYER /2 INSIDE FACE IS TO BENCHMARK COVER -� 1/8" TO 1/2- BE ASPHALT COATED TOP OF FOUNDATION 20 FT. MINIMUM - COVER WASHED STONE AND HAVE 6 ML 10 FT. MINIMUM TEE MIN. PITCH 1/8' PER PFTE ELEV POLY ATTACHED. 1v (s -U 9 240 MANHOLE Et £V.= 12- MIN. CLEAN SAND COVERS 24 MANHOLE 8.3Ff ELEV.. = 8.1 COVERS 24 MANHOLE ELEV.= - 12 ELEV. _ 7.5 COVERS 8.5 - 2,0, ° , ° o C3 o to C3 = o ° LEVEL 0 F= a -12' 6.5 II { ELEV = 7.5 ° Ems" i ELEV. = y,2- Sa 4 CAST IRON PIPE (OR EQUAL) MINIMUM DISTRIBUTION PITCH 1/4- PER FT. BOX 10" - FLOW LINE TO BE WATER TESTED ELEV- ti �8, I .FLOW UNE - f 3/4- TO 1 1/2" a EL EV. = 3,.� MIN. ! 18- ELEV. _ �- WASHED STONE 2 X 4 KEY I S1 I MIN. 34 \ z ELEV. 1 ELEV. _ 3 SUMP 3/8 ALARM ON EL = 2 b 2 - 2- SCl1EDULE 40 PVC PIPE INSIDE 200 -'r ELEV. 2 8 DRILL PUMP ON EL= 2" 6- SCHEDULE 150 PVC PIPE OR EQUAL HOLE PUMP OFF EL=0.6 i 1, 500 GALLON 6,000 GALLON 1 000 GALLON GREASE TRAP SEPTIC TANK ' MAXIMUM GROUNDWATER TIDAL AREA FROM BOARD OF HEALTH RECORDS ELEV. 2.5 . PUMP C H A M R / A/ /j OBSERVED WATER TABLE ( 4 / 8/93) ELEV. / SEWAGE DISPOSAL SYSTEM PROFILE DATE OF SOIL TEST APRIL S. 1993 NOT TO SCALE WITNESSED BY B. MURPHY & D. MASON PERCOLATION RATE < 2 MIN./INCH. OBSERVATION HOLE 1 OBSERVATION HOLE 2 OBSERVATION HOLE 3 ELEV.= 41,U ELEV.= y' y ELEV.= '/'q �. LEGEND: on FILL AND on TOP AND - 0" TOP, SUBSOIL EXISTING SPOT ELEVATION 00„0 PEAT . SUBSOIL AND PEAT EXISTING CONTOUR ----00----- 24 24 aR� FINAL SPOT ELEVATION Fob -61 - 72- FINAL CONTOUR 00 r . ✓ FINE SOIL TEST LOCATION Fs�a� FINE UTILITY POLE -O- ® SAND SAND h♦ / / TOWN WATER -W .. W CATCH BASIN®� d4o D. / / N fir/1 190. 96- 120- M / cess Poocs Q 24. Z,�{ ,Z yT N WATER AT EL= WATER AT 24 £L= WATER AT--L4:-EL= 2q "£ NOTES: DESIGN CALCULATIONS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NUMBER OF BEDROOMS _10 s, PGS QyVC�F� TITLE 5 AND THE TOWN OF YARMOUTH RULES AND NUMBER OF SEATS 65 REGULA11ONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. GARBAGE DISPOSAL UNIT NO t1�5 9' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO TOTAL ESTIMATED FLOW FINISHED GRADE. (110 GAL/BR./DAY X 10 BR.) o 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. (35 GAL/SEAT/DAY X 65 SEATS) _3,37.5_ GAL/DAY 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF REQUIRED SEPTIC TANK CAPACITY 5.).62,5 GAL WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ACTUAL SIZE OF SEPTIC TANK A 000 GAL 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE LEACHING AREA REQUIREMENTS J y USED UIJDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. SIDEWALL AREA __2 i_ GAL/S.F. IV's` S. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BOTTOM AREA -1_p_ GAL/S.F. r BE MORTARED IN PLACE. LEACHING CAPACITY (BOTTOM + SIDEWALL) X60 GAL/DAY 6 6.NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH (2�=12X1.0)+(2,QX2=2.5) 3. 60 GAL/DAY o DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO RESERVE LEACHING CAPACITY i� 0-1.0 0 AL OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. PUM CHAMBER 7. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS. DESIGN CALCULATIONS v 8. ALARM To BE BOTH AUDIO AND VISUAL 9. GREASE TRAP, SEPTIC TANKS, AND PUMP CHAMBER ARE TO BE GREASE TRAP ASPHALT COATED AND HAVE 6 ML POLY ATTACHED NUMBER OF SEATS 65 6,00 G L 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER o ,ti p TnTAL ESTIMATED FLOW a- C SEPT) T NK AND FOR A MINIMUM OF 10' AROUND LEACHING FACILITY. /S GAL/SEAT/DAY X 65 SEATS) 975 GAL/DAY 11. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED. ACTUAL SIZE OF SEPTIC TANK 1.500 GAL ,5 AL 14. DESIGN ENGINEER SHALL CERTIFY TO THE HEALTH DEPARTMENT THAT 12. ALL INLETS AND OUTLETS ARE TO HAVE ELASTOMERIC SEALS. G TRA ti THE EXCAVATION, BREAKOUT WALL, AND SEPTIC SYSTEM HAVE BEEN 13. BOARD OF HEALTH AND DESIGN ENGINEER SHALL INSPECT THE INSTALLED IN ACCORDANCE WITH THE APPROVED PLAN. CONSTRUCTION OF THE SEPTIC SYSTEM ON THE FOLLOWING 15. PUMP CHAMBER, SEPTIC TANK., AND GREASE TRAP SHALL 3E WEIGHTED. INSPECTION SCHEDULE: 16, EXISTING COTTAGE IS TO BE ELE'v'ATED TO ELEVATION 12.1. !NSP. #1 WHEN THE EXCAVATION IS COMPLETE. • 17. PARCELS ARE ON ASSESSORS MAP 12. INSP. #2 ENGINEER TO STAKE FOOTING. �py ^ 18. PARCELS 'ARE IN FLOOD ZONES Al2 (EL 12) & V13 (EL 15). INSP. #3 ENGINEER TO INSPECT FOOTING LOCATION (PRIOR TO WALL) (/ill p Z 19. PUMPS ARE TO BE DUPLEX ALTERNATING PUMPS. 0^1 r.h�/ INSP. #4 DURING THE PLACEMENT OF CLEAN FILL. 4t a 20. VARIANCES TO 1111E 5 AND THE YARMOUTH AMENDMENTS TO TITLE 5: INSP. #5 AFTER COMPONENTS OF SEPTIC SYSTEM ARE PLACED. APPROVED: BOARD OF HEALTH A. LESS THAN 25' EXCAVATION AROUND FLOW DIFFUSORS. g B. USE OF RETAINING WALL TO CONTAIN BREAKOUT. t" p•M C. GREASE TRAP LESS THAN 10' FROM STREET LINE. « I", {i J! ' 1 d ; D. FLOW DIFFUSORS LESS THAN 100' FROM WATERCOURSE. DATE E. RESERVE AREA LESS THAN 100 FROM WATERCOURSE. F. 'JARiA JCE TO ALLOW PLACE?JEfJT OF FILL VfrIERF r"dA. ER " q v TAB iS VlJH!N 4 OF ORIG� SAL GRADE. 8)x �- P L),MpTESTCD ` j ' CHnM R SEpr7C rR,Uk rue . Da 4,o iX SLNflGE PtSPDSAC SY�TFJ4 J'Ro�tGf / LEs BAY '._ �'-7- `�•�", F•'iT f . ' �� w ?PL),Mp 1 E... .. .. .. ..... ... �. �. -... ....:. - ... :....� . .- ....-._.. .. ...:.'... :.. ..n: . +.a". .. : _„ q. _..__. ..-. ...... �.. .....rw .._.. v....n.✓.. s. v. .. A_ .]. a .. _. .. ... .. -..n-- _..:._ ....... .. ... . ... e. �, -a.{". nr_. -. ....t. .. .. �..-._ t -...£ <..e. _.t _.-. 2v / CDC�� h i 4 \ PROPOSED PLOT PLAN FOR RED ROSE INN NEW HAMPSHIRE AVE. -TYE'ST YARMO UTI1, .:SIA STANLEY R SWEETSER INC. 97 SEA STREET 398-3922 DENNISPORT, MASS. 02639 DA7EMAY 1, 1993 scA>F 1- = 30' REVISED REVISED LOCATION MAP '0B NO' 0800-00 .SHEET 1 OF 1 1 E... .. .. .. ..... ... �. �. -... ....:. - ... :....� . .- ....-._.. .. ...:.'... :.. ..n: . +.a". .. : _„ q. _..__. ..-. ...... �.. .....rw .._.. v....n.✓.. s. v. .. A_ .]. a .. _. .. ... .. -..n-- _..:._ ....... .. ... . ... e. �, -a.{". nr_. -. ....t. .. .. �..-._ t -...£ <..e. _.t _.-.