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Home My WebLink About196 Old Townhouse Road Proposed Septic Design 5BENCHMARK TOP OF FOUNDATION ELEV. 7�� 7 -� RAISE -D t'o EG E V (J9izf — uou1C 5 FLEE 8 FLEE OF yRlj gSSU^+Ea L /oo. v v 20 FT. MINI► 4• CAST IRON PIPE PITRCH 1 /4, PER FTN -ELEV. as ELEV. as 96 00 N, WCCONCRETERS �/ 4° SCHEDULE 40 PVC PIP /' 7 MW. PITCH 1/80 PER FT. 1 IF. '7 7.5. 14,�i0�, ' J6' LELEV.9'. ` EiEK 94.8 SUM se BAFFLE DISTRIBUTION ElEV. _ BOX-Y4•s-/ TO BE WATER TESTED 1 000 GALLON IF MORE THAN ONE OUTLET „ (TO BE PLACED ON FIRM BASE) SEPTIC TANK 3/4• TO 1 1/20•J ZONE: B3 WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE DATE OF SO4L TEST rriv^'� CATCH CATCH BASIN BASIN SOIL TEST DONE BY K, EEL MIN SIDE YARD ELEV... 9b AMAX . MAX # OF STORIES 2- z I HORI2 I TEXTURE COLOR I MOTT. I OTHER „ SOIL TE zsi,e, ZONE: B3 REQUIRED PROPOSED VAR, SECT. DATE OF SO4L TEST rriv^'� AN 5" MIN LOT SIZE: 401000 24,579 203.5 SOIL TEST DONE BY K, MIN SIDE YARD 70 ' 19, 203,5 WITNESSM BY 1 �^ LOAM AND «m }; �t✓D IC Fstri; `� ��/.�:• = / j. =rK+. C �r� ✓r, ^.: = c ss , 7th MIN % COVERAGE 15% 44.2% 203.5 OBSERVATION HOLE 2 ELEV.- MAX BLDG HEIGHT 2 LAYER OF 24 5 HANDRAILS 35' 35' 2' 203.4.1 4 PERCOLATION RATE L' MIN./INCH AT '14" SG INCHES 7/ 203. .1 1/8° TO 1/2° Handrails shall be provided at all romps. Handrails shall have the following features: DISTANCE BETWEEN 250' 166' 301, 4.7 '2`?•l WASE D STONE VENT s• in DRIVE & ROAD NOT REQUIRED =- In a a id h b l d vid 1 Location: Handrails shall be 24.5.provided along both sides of romp segments. 301.5 ao PARKING SPACES 24 16 = I CU. FT. OF 24.5.2 Heights: Handrails shall be provided in 3 CONCRETE , g p pairs, one at a height between 34 incites and 38 inches £ L, 9 S.0 a ANCHOR _ (34'•38' - 864mm-965mm), and a tower one at a height between I8 and 20 inches (I8"-20" • _ ' �I 457mm-508mm), measured vertically from the surface of the ramp to top of handrail. Level • 6®®BF�fdIrJGlEdlfuli:.7 . • . • - 24.5.3 Continuous surface: Handrails shall be continuous without interruption, except by doorways and 1•,� (� _ f , ®E366866666E3 •24 ILandln I I e•v' I openings, so that a hand can move from end to end without interruption. 7( - Pei -yam - ®88888666E3 `�2,.� 9 Handrail Extensions Landing /ir e • ELEV. a � `" • 24.5.4 Extensions: Handrails shall extend at least 12 inches (12" - 301mm) beyond the top and bottom of 2 - 500 GALLON DRY WELLS ' ; 0 4 1-,04. the ramp and shall be parallel with the floor or ground surface (see Fig. 24d), except where the STONE IN AN t•tJz r- t•tn 11Y t-tJz extension would cause a safety hazard. 2455 Size: The handgrip portion of the handrail shall not be less than 1P/ inches nominal (1'/4" - 32mm) DEPTH I HORI2 I TEXTURE COLOR I MOTT. I OTHER „ loomy zsi,e, 16- 5'26" • E 9 ; rriv^'� � :309 : DATE AGENT, f 26" PROPOSED SEPTIC DESIGN FOR THE STAiMISH CROUP C 7/ PROJECT LOCATION 196 OLD TOVKHOUSE ROAD \ /32 ITZST YARNOUTHe RIA v`1'r ,[o4vs� OUSE ' TRENCH FORMATSON SOIL ABSORPTION, �L �fJ nor more than l%: inches nominal (1%i-3Bmm)indiameter. ZONE MINIMLM NUMBER OF 2" (MIN) CALIPER TREES 24 8 = 3 Nc WATER ENCOUNTERED AT .J/• ELEV. o e7iO SYSTEM (SAS) � INDEX 24.5.6 Shape: The handgrip portion of the handrail shall be round or oval incross-section. SeeFig.24e. BUT REQUIRE 1 PER 20' IN BUFFER = = 15 ADDITIONAL ADJUST 24.5.7 Surface: The gripping surface shall be free of any sharp or abrasive elements. uses PROBABLE WATER TABLE ELEV. - LEGEND: DESIGN CALCULATIONS OBSERVED WATER PROBABLE ( T / ) ELEV. 24.5.8 Clearance: When a handrail is mounted adjacent to a wall, the clear space between the handrail and EXISTING SPOT ELEVATION 00x0 F_ x J S rr ti G. Loo y a / p . 00 ---- BOTTOM OF TEST NOTE ELEV. se o the wall shall be 1 h inches (1 h 38mm). Handrails may be located in a wall recess if the recess EXISTING CONTOUR - --00---- ' se NZ t •tJ4 is a maximum of three inches (3" -76mm) deep and extends at least IS inches (18"- 457mm) above FINAL SPOT ELEVATION ffo TOTAL EST14ATED FLOW ' tothe top of the rail. See Fig. 24c- — /I \ FINAL CONTOUR—[— (28x:fS/t�•= /coo) 7S - 3 �'7`, CAL AY ' t•tn t-tJ _ SOIL TEST LOCATION ® REQUIRED,SEPTIC TANK CAPACITY J0 GAL Lint. s -0 CATCH UTILITY POLE - ACTUAL SIZE OF SEPTIC TANK o00 G� - A P=� TOWN WATER SOIL CLJASSIFTCAmoN • 4 BASIN CATCH BASIN®j DESIGN PEkGOLAitON,RATE -Z-7-MIN /IN: TT 11`' , GAS LINE EFFLUENT LOADING RATE '�� GAL./DAY/S.F • kq CATCH CLEAN OUT LEACHING AREA rax 2'i + 099 x c SO FT. BASIN 81 TUM CESSPOOL CP. Q / r r TEfAYC(SH1NG(��)rA7y(Tl,7J(AdR•.ETjC X2RACURB JTJE)• 21 GAL/DAY Handrail■ L a' max (MrN) s 76 RESERVE,LEACHING CAPACITY O3 GAL/DAY - — — — — — — — -- -- _ _ _ _ — — — ti NOTES• (r'fs,.7+) I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF 1'ocl2ivlov rH RULES AND M1 r r---- r r -- t �— > r f -_„ r RAIL FENCE t� / REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. O r x 2- ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 60 OF FINISHED GRADE r LIGST . r 3 ALL COMPONENTS OF THE WITHSTANDING H-10 LOADING UNLESS THEY ARE NITARY SYSTEM UNBE CAPABLE F DER OR WITHIN POST 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE _ ^ USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4 e ANYMAT HUPLACNITE. TO BRING COVERS TO GRADE SHALL � �i• �� - 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH HANDICAP RAMP PROPOSED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 200'+ROW E "G -`r' SFFS MAX SLOPE 1:12 o {-� OBTAIN SUCH DETERMINATION FR04 APPROPRIATE AUTHORITY. , 4-5'HT Or; E'CE .TEAS 9�l IJ _ DIST BOX _ I 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 9 — SEE DETAIL ABOVE -�` POSED RV IS TO CALL DIC -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS 98' _---_—_--- ��=�__— _ _ PRO RESERVE � t \ _ SOIL ABSORPTION PRIOR TO COMMENCING WORK ON SITE I �'- 7'7 - l- SYSTEM 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 10" MAPLE I I I y / / 98.8 .1 yt — - - _ BITU•L LEAD- -I. ((.. ° i I� II CURB VAN ACCESSIE'-E 1 "VAN ACCESSIBLE" --4* ° — SITE CONDITIONS T OR TO COMMENCING WORK ON SITE ANY VARIATION _.__ c - '"HANDICAP"SIGN EXISTING S! RTIC TANK -RAILROAD TIE WALL 1 IS E BE BROUGHT TO THE ATTENTION OF THE DESl6t! ENGINEER q� 4'_r HANDICA., Sr,_ II / _ _ IS IN ' IMMEDIATELY. - 74 AS PARCEL Al I YS I ZONE C 8. LOT ON�ASSESSORS-MAP \ srrtCs9 57.7' -- 10. ALL UNSUITABLE MATERIAL SHALL BE aELtOvED FROM UNDER AND FOR -- _.r I A MINIMUM OF 5 AROUND LEA�IIWO FACILITY AND BE REPUCED WITH ' f -- I R O C K YR B MATERIAL AS SPEWI D W 310 CMR 15.255:(3. \! II VAN ACCESSIBLE - - TBM=99 3 11. NO'CHANGE TO DRAINAGE PROPOSED !I 8 SPACES 10'X20' DRYWELL �o z EXISTIM WILDIF''S _ GAS 10 V LVE 1 PVCI DOlv^ PI II SPRINKLER LIGHT �-� CIS -ACES -�6 � I PROPOSED �! .i ,L1 , - p STORY ADDITION / y UIDERGRO(14D ELECTRIC CONTROL POST ! I RAISE FOUNDATION 9a'' £L Jo3.3r j I ' \ \ II °0 ot.• RR TIE I -- _ jG 7d' I LIGHT e. EL 103.31 #196 RETAINING -WALL -- --� 11 O--- -- - - --- -- - II POST UP Q -6 I° Joz•cy 102,44 4 # 47 / 1 1-- EL 102.67 I II 1 TOP OF WALL EL 102.3 I�O 2' PROPOSED BRICK 7 I LOADING= 1r CATCH\ NG AREA NEW BRICK WALK k'ALLI 9 • '� . c� �` \ II BASIN I• = I SLEAVE WATER LINES EC 100,3 { I y W/4" PVC U w+ - _ 0 _ \ ,I BRICK WALK r 11 I !'-- Cc vC,Zt 7e wg tr EXISTING 1,000 GAL PIT v+r3 OF STONE min) II ! I F / -1 1 I r •. PER ORIGINAL DESIGN PLANS CONCRETE ' I 1 r 2" TREE ! - 4'C"= Qtccq- ae-ecvt C-MAL� 1 I� 11 f LOT Rc I q , LIGHT(_-_� v I 1' f LIGHT �ye� r F� 30--_ POST —_ — - O POST 1 L I 8" MAPLE o< • t I CONCRETE 4 SPACES I CURB \\\ 5' SHRUB N, V � BITLM CURET - (TYP) i `r t�CATCH I �r BITLM BASIN 0 2" TREE URB MONITORING MONITORING t e q EXISTING 1,000 GAL PIT w/3r OF STONE (min) WELL #2 0 4�— �� PER ORIGINAL DESIGN PLANS GAS LINE ( \ c - = = _MONITORING loll 5' DIA 5}i� r0 WELL #3 MAPLE �. III IY✓ SIGN Q ZCK Q 0 FI SIGN R=25' STEEL COVERS _ - FLOOD MARKED "W" / L'E�ty) LIGHTS B I TUM, rr CURB i 211 TREE /^ S REMOVE _ & REVEGETATE 'J ASPHALT C,'F? \, ---��_ JCC•d OLD TOIP, •LOUSE ROAD A' t l YRB- r/ TBM 100C 2" TREE " GATE CD 2" TREE GATE JRA SPEED i 2„o <1 SIGHLIMIT TREE 1 J 2" TREE --w— EDGE CATCH �- PAVEMENT BASIN STOP SIGN PROPOSED SITE PLAN r APP BOARD -OF HEALTH V\ G -, ` p • E 9 ; rriv^'� � :309 : DATE AGENT, f PROPOSED SEPTIC DESIGN FOR THE STAiMISH CROUP CA PROJECT LOCATION 196 OLD TOVKHOUSE ROAD \ ITZST YARNOUTHe RIA v`1'r ,[o4vs� OUSE ' FI OLD TL9� CRAIG R SHORT PROFESSIONAL ENGINEER T oY a 508- P.O. BOX 1044 398-8311 SOUTH DENNIS. MASS 02660 ti o DATE 3��5 g q FD 1" =lot 3 I I REVISED • j - .3I / Jo8 No. LOCATION 'MAP SHE: ErT 2OF 2 f .E. i