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Home My WebLink About196 Old Townhouse Road Proposed Septic Design 7BENCHMARK , Tap of yRd Assu•"� c� loo, 0 0 TOP OF FOUNDATION _ 20 FT. MlNI6 CONCRETE CO / 4' SCHEDULE 40 PVC PIN MIN. PITCH 1/8' PER FT. E::Aij V ex9S7S/� ,SELEV. 0 9 4.5 - 6' SU ELEV. se 9 f• G DISTRIBUTION �W BOX y4.SJ TO BE WATER TESTED 1000 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4' TO 1 1/25-J WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CATCH CATCH BASIN BASIN F I ER --------------- SOIL TE ZONE: B3 REQUIRED PROPOSED VAR. SECT. DATE OF SOIL TEST MIN LOT SIZE: 40 000 24,579 203.5 , SOIL TEST DONE BY K• -<'1 •niZ SAND MIN SIDE YARD 70' 19, WITNESSED BY 203.5 -� AM AND SEED 14 AAiD ICH _P MIN % COVERAGE 15% 44.2% 203.5 OBSERVATION HOLE 2 ELEY.- y6,0. 2' LAYER OF 245 HANDRAILS MAX BLDG HEIGHT 35' 35' 203.4.1 203.4.1 PERCOLATION RATE � e MIN./INCH AT -44 --EG INCHES 7 MAX # OF STORIES 2'r2 1 /a- TO 1/2' Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301.4.7 WASHED EV. �H VENT " 2 DRIVE 6 ROAD Z%'' NOT REQUIRED �^ a a 24.5.1 Location: Handrails shall be provided along both sides of ramp segments. PARKING SPACES 24 16 301.5 ' ao eh1AX . i 1 CU. FT. OF CONCRETE 24.5.2 Heights: Handrails shall be provided in pairs, one at a height between 34 incites and 38 inches £. L. 9 S"O o ANCH08 t (34"-38" - 864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" - - a 457mrn-508mm), measured vertically from the surface of the ramp to top of handrail. V_T__05Eo30E3cALLON BFJFsJGIL9451t-J . • . e - 24.5.3 Continuous surface: Handrails shay be continuous without interruption, except by doorways and ILevet•24Land,n openings, so that a hand can move from end to end without interruption. g Landings ELEV se y2S Handrail Extensions 24.5.4 Extensions: Handrail, shall extend at least 12 inches (12" - 305mm) beyond the top and bonom of .114 1.1p' DRY WELLS to to the ramp and shall be parallel with the floor or ground surface (see Fig. 24d), except where the STONE IN AN 1•t@ r 1.112• •1J2• j- 1-M extension would cause a safety hazard DEPTH o./en/-7 10 FT. MINIMUM COLOR MOTT. r -X137-/4/ c, IO" lest IZAI.SE,J} APPROVED: BOARD. OF HEALTH 4 J9 L G O M >, 7. S'Y:P- / S = <$o n ci 4' CAST IRON PIPE ,t�3 DATE AGENT RIMUM PITCH /4 PER FT. t►4r2�� FOR r M,tmf�u•++ z. sr w ELEV. C 7f� 90 00u 9tn' PRO ECT LOCATION ' 196 OLD TOIIM�1101USE'ROAD ELEV e I EST YARHOUTH -RA �\I LONS� OUSE JJ2 QUID OUTLET CRAIG R. SHORT 4 FEET 14 INCH S PROFESSIONAL ENGINEER a508- r P.O. BOX 1044 398-8311 SOUTH DENNIS. MASS 02660 6 24IIN(CHHES ��-EEdi 8 FEET 34 INCHES DATE 3 �/S g 9 SCALE 9B 9F' TOB No. 1,2 \\ \x\\ 10" MAPL I REVISED II hj II I r f . i , II CONCRETE CO / 4' SCHEDULE 40 PVC PIN MIN. PITCH 1/8' PER FT. E::Aij V ex9S7S/� ,SELEV. 0 9 4.5 - 6' SU ELEV. se 9 f• G DISTRIBUTION �W BOX y4.SJ TO BE WATER TESTED 1000 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FIRM BASE) 3/4' TO 1 1/25-J WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE CATCH CATCH BASIN BASIN F I ER --------------- SOIL TE ZONE: B3 REQUIRED PROPOSED VAR. SECT. DATE OF SOIL TEST MIN LOT SIZE: 40 000 24,579 203.5 , SOIL TEST DONE BY K• -<'1 •niZ SAND MIN SIDE YARD 70' 19, WITNESSED BY 203.5 -� AM AND SEED 14 AAiD ICH _P MIN % COVERAGE 15% 44.2% 203.5 OBSERVATION HOLE 2 ELEY.- y6,0. 2' LAYER OF 245 HANDRAILS MAX BLDG HEIGHT 35' 35' 203.4.1 203.4.1 PERCOLATION RATE � e MIN./INCH AT -44 --EG INCHES 7 MAX # OF STORIES 2'r2 1 /a- TO 1/2' Handrails shall be provided at all ramps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301.4.7 WASHED EV. �H VENT " 2 DRIVE 6 ROAD Z%'' NOT REQUIRED �^ a a 24.5.1 Location: Handrails shall be provided along both sides of ramp segments. PARKING SPACES 24 16 301.5 ' ao eh1AX . i 1 CU. FT. OF CONCRETE 24.5.2 Heights: Handrails shall be provided in pairs, one at a height between 34 incites and 38 inches £. L. 9 S"O o ANCH08 t (34"-38" - 864mm - 965mm), and a lower one at a height between 18 and 20 inches (18"-20" - - a 457mrn-508mm), measured vertically from the surface of the ramp to top of handrail. V_T__05Eo30E3cALLON BFJFsJGIL9451t-J . • . e - 24.5.3 Continuous surface: Handrails shay be continuous without interruption, except by doorways and ILevet•24Land,n openings, so that a hand can move from end to end without interruption. g Landings ELEV se y2S Handrail Extensions 24.5.4 Extensions: Handrail, shall extend at least 12 inches (12" - 305mm) beyond the top and bonom of .114 1.1p' DRY WELLS to to the ramp and shall be parallel with the floor or ground surface (see Fig. 24d), except where the STONE IN AN 1•t@ r 1.112• •1J2• j- 1-M extension would cause a safety hazard DEPTH I HORIZ I TEXTURE COLOR MOTT. OTHER IO" lest , APPROVED: BOARD. OF HEALTH 4 J9 L G O M >, 7. S'Y:P- / S = <$o n ci 4)1 ,t�3 DATE AGENT PROPOSED '. SEPTIC- DESIGN-. i FOR r M,tmf�u•++ z. sr w C 7f� DV/wp 9tn' PRO ECT LOCATION ' 196 OLD TOIIM�1101USE'ROAD .S �nri I EST YARHOUTH -RA �\I LONS� OUSE JJ2 CRAIG R. SHORT TRENCH FORMATION_ 24.5.5 Size: The handgrip portion of the handrail shall not be less than I''/.inches nominal (I /. - 32mm) - t1 V2� °or more than lSSm°hes nominal (I%@38mm)indiameter. WELL MINIMUM NUMBER OF 2" (MIN) CALIPER TREES 24 _ 8 = 3 WATER ENCOUNTERED AT �/� ELEV. SOIL ABSORPTION ZON24.5.6 Shape: The handgrip p portion of the handrail shall be round or oval in cross-section. See Fig. 24e.. BUT REQUIRE I PER 20' I N BUFFER = = 15 ADDITIONAL SYSTEM (SAS) `� INDEX ADJUST - 24.5.7 surface: The gripping surface shaulxfree afany sharp arabrasive elements. LEGEND: DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. Loo a it 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and �- \ EXISTING SPOT ELEVATION 00,0 `/ >° - OBSERVED MATER TABLE ( / % ) ELEV. - the wall shall be 1'f, inches (I %" = 38mm). Handrails may be located in a wall recess if the recess EXISTING CONTOUR----00---- BOTTOM OF TEST HOLE ELEV. se 8- 0 1.114 is a maximum of three inches (3" = 76mm) deep and extends at least 18 inches (18" 457mm) above / FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW to the top of the rail. See Fig. tae. / \ FINAL CONTOUR GAL./DAY lnrz SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY 1000 GAT•, M IN.' ; " 1.1/ - J.600 ae UTILITY POLE -0- B ACTUAL SIZE OF SEPTIC TANt( GAL CATCH \- TOWN WATER -W�",SOIL CLASSIFICATION ' BASIN CATCH BASIN �� DESIGN PERCOL.AIION RATE'MIN./IN. /f GAS LINE ,-/ EFFLUENT LOADING RATE GAL/DAY/S.F. Jq CATCH /J CLEAN OUT C. LEACHING AREA ,3X a q * a4 x c 6q. FT. BASIN BITUM CESSPOOL C.P.Q CURB / TEACHING APACITY AREA.X RATE) �S3 GAL/DAY Hedrsile 9' ma: - mt5i � (t�.r fy �,aJ �2..T) ('-.-Tl .• - ' s RESERVE LEACHING CAPACITY', 03` GAL/DAY NOTES. ; 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM R AND TO TITLE 5 AND THE TOWN OF Y \ ri - r --- r ------ > --- T r - r s ___„ _ r RAIL FENCE .{ t �J� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE r_ O ' " a m I Z WITHIALL NVERS 60OFTFINISHED RADE. O SMITARY UNITS SHALL BE BROUGHT TO LIGHT �� "�- ,. _ x 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 1 / " WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN POST 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE J / \ DETERMINATION UNDER OR WITHIN 10 FT. OF DRIVES R PARKING AREAS. -1 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE RIN PLACE \� -1-} '�-•� � L / L,� '" 5. NO DETERMINMIN ATION HAS BEEN MADE AS TO COMPLIANCE WITH 200'+ROW EVERGREEN SHRUBS DB HANDICAP RAMP / PROPOSED DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO O 4-5'HI ON 6'CENTERS MAX SLOPE 1:12 - o OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 9 _��- �_ SEE DETAIL ABOVE DIST BOX �_---. _ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR _ PROPOSED RESERVE IS TO CALL 'DIG -SAFE• AT 1-888-344-7233 AT LEAST 72 HOURS J 8\� \ _ . �� \ i 7 7 - _ - SOIL ABSORPTION PRIOR TO COMMENCING WORK ON SITE J L SYSTEM 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS BITUM LEACH PIT "VAN ACCESSIBLE" -I F' ° Q1 \ ' I` - �% SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION / r I IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER EXISTING SEPTIC TANK -RAILROAD TIE WALL IMMEDIATELY. VAN ACCESSIBLE I B PARCEL IS IN FLOOD ZONE G N ��S CURB "HANDICAP` SIGN II 8. LOT IS SHOWN ON ASSESSORS MAP �= AS PARCEL HANDICAP SPACE / - -- ___ SIAefh 57.7_ * / II 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR _ _-- oz _ 11:, 3 4' I I I / A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH j6 MATERIAL AS SPECIFIF� IN 310 CMR 15.255.(3). r r L ' T- - _ _ _ I /?oCK TBM=99.3 11. NO CHANGE TO DRAINAGE PROPOSED ti \\ VAN ACCESSIBLE °I _ _ / - - �YRB 8 SPACES \ __ 8 �' _ - - \ L / 10'X20' - \ (TYP) \ DRYWELL O TO /O GAS EXISTIrS BUILDING a/ � VALVE 9 I II - ` 4 SPACES PROPOSED PVC DOW PIP ERGR O 1,J ( 1 --'�' _ lr,� SPRIIlKLER \ j LIGHT I STORY ADDITION = It /� ELECTRIC CAROL �( POST I \ °J 0 RAISE FOUNDATION - �9'y EL ,o3.3,t 10 tot.t RR TIE v SB I LIGHT B EL 1x3.3! #196 \ RETAINING -WALL l7 2 a'--- - -- 3�` _- �� POST UP - -� --------- - i° ,oz.c7 102,44 4 # 47 / J �- EL 102.67 TOP OF WALL EL 102.3 EL 102.3PRO .� srEP so.7 � �C ►•► \ O O LOADING= RETAININGV,OSED �\ a -- - G2,cK 1 IIBASIN CATCH i AREA NEW BRICK WALK WALL - 2 Q _ a I 97.8 - EL Ioo.3 - - SLEAVE WATER LINES W/4" PVC Co vC. !rte wq t� BRICK WALK -' 2 _ II EXISTING 1 000 GAL PIT w/3 OF STONE(min) II I --- r I� z 2" TREE 4x8 rL Ccoct PCLOW GRr9De Lb PER ORIGINAL DESIGN PLANS CONCRETE I l � � I f LOT �7s q IIof CURB m .96 AC r 44 _ =11 u � f LIGHT •�- (_ - _ -'-f`I I LPOST POST - �( 4�- 8" MAPLE / I CONCRETE k SPACES I+ CURB \ 5' SHRUB I t1 BITLM CURB -1 (01 I1 P / I CTYP) % CATCH 1 v / -\I I _ BITUM BASIN /�i i V111 i Too / CURB EXISTING 1,000 GAT_ PIT w/3' OF STONE (min) MONITORING4 j O 79.E _ -- /ao I PER ORIGINAL DESIGN PLANS I WELL #2 1 1 f 20' �\ GAS LINE \ o I MONITORING I�Y1 5' DIA Sti WELL #3 fa ' !p] " MAPLE 10 t• � SIGN 0 ` 6R1CIC LL \ O R • 2�., ' \ ._ POSTS N 2 c--=Z_'f ni x _--- \ �' -LO / 51 STEEL .COVERS FL000 MARKED "W" l 6t` RM LIGHTS P cw B I TUM, \ t CURB�- u f rt . i O TREE REMOVE \ / N! YRB- 00 PAVEMENT \ / TBM 1 \\ REVEGETATE ( D 2" TREE _ ASPHALT CURB C I 's SPEEDr 100,¢ LIMIT 2tc \ 2,. r OLD TOWHOUSE ROAD SIGN TREE �- EDGE OF P CATC - PAVEMENT OAS TE PLAN ff It SHEET 2 OF 2 O 1998 CRAIG R. SHORT, P.E. I ` y APPROVED: BOARD. OF HEALTH °t = e-rrn^ ,t�3 DATE AGENT PROPOSED '. SEPTIC- DESIGN-. i FOR r e THE STANDISH ' GROUP 1 DV/wp 9tn' PRO ECT LOCATION ' 196 OLD TOIIM�1101USE'ROAD �� I EST YARHOUTH -RA �\I LONS� OUSE CRAIG R. SHORT ° F OLD IZ9. 7a�„rn PROFESSIONAL ENGINEER a508- r P.O. BOX 1044 398-8311 SOUTH DENNIS. MASS 02660 Wd DATE 3 �/S g 9 SCALE �sED ,f 3 5 9 TOB No. 1,2 LOCATION MAP]IF REVISED SHEET 2 OF 2 O 1998 CRAIG R. SHORT, P.E. I `