Loading...
HomeMy WebLinkAboutEngineered Plan - Rev. 2005: ., . ... .. . . . . :.:.. ::-..1. .. - ' ,:.. . . . :. . ., .. ..; . .... . . .. .. .. :. .. ... . -.. .. . _.. 9 . .. . . . .. . . .. .... . .. - ,. ,.. ... . - , '.. ;,.: . . - .::.... ..: .. . .:, ,-_ OBSERVATION PIP ' - . . BENCHI9�AMPK NAIL IN ROAD. ELEV. 8.4 . .. .:.. .- •, . ... . .. . : 4 SCHEDULE 40 PVC PIPE ;.. .. . . _.... . _. .. E .'.. -. 1. I . . . � . . - . I _ . � . _. � I I . . . 1; .. - . .. . ,, r<• ; . .. & . . - . , '.. ;,.: . . - .::.... ..: .. . .:, ,-_ OBSERVATION PIP ' - . . BENCHI9�AMPK NAIL IN ROAD. ELEV. 8.4 . .. .:.. .- •, . ... . .. . : 4 SCHEDULE 40 PVC PIPE ;.. .. . . _.... . _. .. E .'.. -. . T . SOIL `TES FROM _.MIN. PITCH 1 8 PER :, TOP OF: FOUNDATION - - -- 20 FT .MINIMUM FR CELLAR i P' 9.70 :: 10 FT IN MUM FROM .SLAB OR CRAWL SPACE . FT. CLEAN .SAND 4" - .. .. . . . . . ., " PVC PIPE PAINTED 2 LAYER OF �.. , . . .. . .- .. . ., FLAT. DARK GREEN :OR DATE OF 1 , . . . . SOIL TEST LQL�612004�, ELEV:.. = 10 FT.. MINIMUM . .. « 2 PRES S URE PIPE 1 8" . TO / 1/2 ;,: BROWN, WITH ELEV. CARBON SOIL'TEST GONE BY CRAIC�„^R,_$HS(BT. P,E_. (N:G.V,D.) .. :, 150 PSI . MINIMUM . : . ELEV, = : ._ WASHED STONE FILTER IS 4.00 MAX. REQUIRED . . WITNESSED BY _DAldi2. FLAHERTY_______ .., .: 6. O " ...: .: ': CONCRETE -. .. _ __ 5 . . .. ,. _ COVERS. EL,13.66 MIN OBSERVATION HOLE, E LEV.= 7 .8 1 - . OBSERVATION `:HOLE 2 ELEV.= : 9.2 .- ... .. . a . /i640(f •. _: - - . - . 1 . ' • - '' :+LL AT . . -i 42 < 2 42 PERCOLATION RATE MIN./INCH AT INCHES PERCOLATION RATE _,. MIN:' NCH ,AT __-_, INCHES. : /I .. . " . „ - : 2 - EL 1 .70 DEPTH : HOR12 TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE : "COLOR MOTT. OTHER . .. ..... „ ' L.ELEV 2.5 4"..CAST IRON PIPE..:,` . . .12.68 0, R, .: OR EQUAL MINIMUM ' , ITCH 1 4. P R FT. •. / E -. . „ 6e o - . o 0IN,5„ h o 2 _ _.._, .: �, _� ��` ao 0 1 LEVEL - �o �. G.. 11.33_ oo �I- - J ELE l..:,- . . . I . I . � . . " OA 0-15 A L MY SAND 10YR4 1 NO . I . 11 - . .- . I . . LOAMY SANb 10YR5 1 ' NO `" "P 0-9 A . BEL A1800 FILTER H2O ELEV..= 6 SUMP a e� �_e- ---- . _ .12.25 ° --- . . . . . L LIE F OW N .. .--_l2-•22 ` .. - . . . : :; . 0 1.1 PLUMBING TO BE RAISED . ,. ELEV. _ .7_20: MIN. H2O . - . _:_ - ELEV. M. - .. DISTRIBUTION " - 15-24 B LOAMY SAND 10YR4 4 NO `. . '• 9-21 B' LOAMY: SANG 10YRG 8 `NO AND RE -PIPED BY A GA S 3 8 . DRILL / BOX --� . 4- H/CH CAPACITY INFILTRATORS W/1N STONE .. z 5.:' . N M : .> .. . LICENSED PLUMBER A5 s.. 6.83. BAFFLE. 16.58. H . .. HECK OLE TO BE WATER M IN AN TRENCH FORMAAON _ TESTED : 10 , X 37. X 10 s;r-:L MIW29 . . . NEEDED .ELEV. .. . . , . ELEV.. -- ALVE (T0. BE . PLACED ON FIRM BASE) in ' „'cam - ._�.., _ „ SOIL ABSORPTION Iti,,,�--- 24"4. 21" � 12 CONCRETE " 3/4 TO 1 1/2 �. 'H.: C FINE SAND . 10YR5/6 N0 . C ._ FINE SAND 10YR7/t3. NO :-; :.. . LIQUID OUTLET 6" 10 WASHED STONE C JUST- _ SYSTEM (SAS) • 1.2 . . . ,.. . ,.. TO BE .PLACED ON FIRM BASE SUMP . . ' . 4 FEET 14 INCHES - '.. ( ) .. . u5 - -30 :-120" -0.8 ': .. 19 INCHES 5 FEET 2000 .GALLON 6FEET . 24'INCHES . 7 FEET 29 INCHES � . . . .. .. 2-4X8X16". SOL_ ID .... - HZO PUMP. CONC. BLOCKS .. USGS PROBABLE WATER TABLE ELE`.: - 6.3,_ _ WATER .ENCOUNTERED AT - 2S ELEV. = _5,1.Q_ ' - WATER. ENCOUNTERED. AT 4.17• ELEV. _ .:_5;10_ .: '', HZO SEPTIC TANK 8 FEET 34 INCHES CHAMBER OBSERVED WATER TAE3LE 10 26 04 ELE �. •- �.T . _ ( / / ) - .. . . . . ., . • YERS SRM4 (OR EQUAL) . . BOTjOM OF TEST HOLE.EL-'•�, z _ .. .. . . LEG END. D ESIGN CALCULATIONS . .. 40 GPM WITH 12' HEAD - `TOWN WATER- w -- w --- w _ . . _ NUMBER OF: BEDROOMS = . : •.. -.i' . ..... . .. . . ., . . . .. . . SEWAGE � DISPOSAL SYSTEM PROFILE .. ... . .. . ,, . _ .. .. .. . WATER SHUT-OFF '+ WATER VALVUE . • . • . '� GARBAGE DISPOSAL -UNIT N0, FIQS�LLOV�ED TOTAL ESTIMATED FLOW . . . . NOT TO SCALE = - `. . . ' .: GAS _LINE- ops -ops -ops - - . (110 GAL/BR./DAY X �._ 8R.)' _ 330_ , GAL/bk( . . . - PUMP SWITCHES DETAIL GAS METER......:... ©..:::..... . REQUIRED SEPTIC TANK CAPACITY _]501L'GAL . OF SEPTIC TANK: . - . ' - . . - .. . . GAS VALVE...... *•...:.......... A CITY L C _150D_ GA PA _ . , .CAPACITY .: :: )X7,48 _1619 _ GALLONS ELECTRIC' LINE E SOII}CLASSPFICATIONK N RATE DESIGN PERCOLATION ^Sri_ MIN MIN./INCH . ,. - ELECTRIC METER ........ - ELECTRIC BOX.:...... ®. , .... ..... _ RATE .F. EFFLUENTL A LOADING0.. FTb. Y/S ' ;. PUMP CHAMBER CAL CULA T1'ONS.• INVERT' ELEVATION .6. 50 - ELECTRIC MANHOLE ® . -LEACHINGEAREA. 481 SQ.. (10'x37)+(94'x10/12) •. REQUIRED FLOW PER CYCLE .25 X .XJZ. - _8.2.x_ GAL./CYCLE : .. - CATCH BASIN CESSPOOL • • . • . LEACHING CAPACITY :_331: GAL/DAY 448 X 0.24 VOLUME PER CYCLE 8_2.5 _ GAL/CYCLE /7.48 GAL./CU. FT. = -11-.OJ CU. -. FT./CYCLE 34" LEACH PIT • • • • • • • • • • & • • • • •. • • • • � • - RESERVE LEACHING CAPACITY ._NZA_ GAL/DAY VOLUME OF WATER: RV PIPE X aoo694 X __W'_ FT. _ _= CU. FT. TOTAL VOLUME PER CYCLE J223 CU. FT. - ALARM ON ELEV. 3.67 CLEANOUT e- -FYC.O . NOTES.. .MINIMUM DISCHARGE `,2-W-- CU. FT. /36.11 CU. FT. T. _ __1,.,Y FT. STORAGE CAPACITY GAL./OAY48 CAL./CU.FT./36.11 CU.FT./fT. �,�J FT. „ . 3 " 51 EXISTING SPOT ELEVATION x O.o• • EXISTING CONTOUR (0.0) - - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D:E.P, TITLE 5 AND - (_.7�i� 17 ....:..-=u 3_- REQUIRED• 28.x_-_ �ROW�DED :... -- _ PUMP ON ELEV. 3.42 FINAL SPOT ELEVATION.... ® . ; . THE TOWN .RULES AND REGULATIONS FOR THE SUBSURFACE. DISPOSAL OF , .....I.....:., _... - - _.: _ .,_ - . .FLAGPOLE.......... - .:.. ,._ _ �..__....___- _ .'-'---.__ __ . _ - . : 4" 17" FINALCONTOUR '-' ' ' ' ' ' ' ' ' ' • SEWAGE. ; SANITARY N 6" OF 2. ALL COVERS TO S N TARY UMTS SHALL BE BROUGHT TO WITHIN . BUOYANCY . C,'ALCOLA 77ONS - . . -PUMP OFF ELEV. 3.08 " -r 14 HYDRANT. • • • .* •-• • , �• • , • • • FINISHED GRADE. 3. ALL COMPONENTS 'O.F :THE SANITARY. SYSTEM SHALL BE CAPABLE OF ,: 2000 GALLON SEPTIC . TANK 1000 GALLON PUMP CHAMBER « 10 . 10" BOTTOM OF INSIDE 2.25 LIGHTPOST . • • • • • * • • • • • • WITHSTANDING H-10 LOADING .UNLESS THEY. ARE UNDER OR WITHIN 10 TT. OF WEIGHT OF .WATER DISPLACED . . WEIGHT .OF WATER DISPLACED . . : (6'x11'x7.33'x64) 30,962 LBS. (5.25x9x6x64) 18,144LBS. • � BOTTOM OF TANK 1.75 MANHOLE• ' • • • • • • • • • • • • 0 • • ' , • • • OBS. WELL- • , • •-• - • • • • • • . • • • • • . DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR . WITHIN 10 FT. OF- DRIVES OR PARKING AREAS. .' • ' . WEIGHT OF TANK PER MANUFACTURER 25,080 WEIGHT OF TANK PER MANUFACTURER 14,500 : - _. . WEIGHT OF CONCRETE WEIGHT OF SOIL % "'- SEWER LINE -9 _ -S - SEWER MANHOLE Qs r� 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE.. ` 5x100040 7 000. 5.254 0.75x110 • ( - ) ( ) EXCESS WEIGHT TO OFFSET FLOTATION 1,118 WEIGHT OF SUMP -' 3,898 1 :; -. .' SOIL TEST LOCATION.:... ® .. • OX . , •: .. All ACOMPLIANCE 5 ZON N REGULATIONS. OWNER / APPLICANOT STO OBTAIN CH EDE ' . 36:11x10 12x62.4 - . EXCESS V EIGHT TO OFFSET 1 877 FLOTATION_ 2,131 1 - �.- - -, .. s - - y � _- - - - --- - UTILITY POLE .... I ... �r :..... - , _ _ - P�?E.. .... ,.... _p4 0..... - - -___ - 6. UTILITIES OWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR TO . 4 _ .IS "DIG . • .. 9. c� . : CALL -SAFE" AT 1-888-344--7233 AT LEAST 72 HOURS' PRIOR TO ON TITLE_5 & B.O.H. VARIANCES -REQUIRED SECTION 15.211 �. � . �r�� w ;. \ , �� ... �:; O . .. 7. CONTRACTOR SO TO VERIRK FY GRADES AND ELEVATIONS AS WELL_ AS SITE • ONDITIONS PRIOR TO COMMENCING_ WORK ON SITE. ANY . VARIATION IS TO BE , ` C . . . Distance between S.A.S. &property line, l0' required �c , , Ili, o o " '; D Q C� l C M . DD . BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEf�R IMMEDIATELY. S, IN FLOOD ZONE 8. PARCEL 1 iEL,1� _. A 3' variance is requested . t SECTION 15.103(3)(C)2 _ Soil to determine \ � ^�� N �� s,r -P \ T O G 4:� \I -) f `% JAN -1.2 2005 9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL X28-• ` 10. ALL UNSUITABLE MATERIAL SHALL BE. REMOVED FROM UNDER,: AND FOR A :: . MINIMUM OF- 5 FEET. FROM AROUND THE SOIL ABSORPTION SYSTEM, AND 'BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3). (! E. JITLE 5) 'IF� profile maximum groundwater 0 00 . ,�i �, II 0, : A ]'variance from adjustment 1� PUMP \ r•r zi - . - \ + r . . HEALTH DEPT. ENCOUNTERED_.8EL.OYES.A_S__P_IP-E_1NVERS,_::.._�___ ;: TOWN REGULATIONS Distance between S.A:S..& 15' CHAMBER E ,= �" `� G 9 0t a �?, ] : ,., L �C` Vii'. I I l '•' X ZING SEPTIC SYSTEM TO 8E PUMPED AND FILLED' WITH SAND OR REMOVED. 12.E ZABEL A1800 FILTER IS TO BE INSTALLED. TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND crawl space, required A..2' variance is requested - _ Distance between S.A.S. & Wetland, I00 ,required .. J i - 0 I >!? . - 0 P� - �o � 9,7 -:- -_ 1 . v 1 i .I y ,• Q + 1 f .. ,> ,%'r I I I i 10 : n .. I . EXI >rNG + , , . r."R �' ` 1 __4.... - .CONTRACTOR . -. PROPERTY: LINE. _ . 14 : TAN/� s_ 7 ''6'r f''. i; TTAD . � i r -,Y,. Gy�'L s "c ... ^ se.S .- . , A 21' variance is requested . ■ 8.0 LL�, 0 10 13' 8.4 I 1.5 TORY SEE NOTL" /10 S; + 8.3 8.4 .'t . :. y�+> s 1 ­ , / �, •., �, €IRA€G ` ' t'i't . s 's� . . \1. \ h !r, SHR. ! W.F 4 , . „k; %i ,��/ . BENC=r EPT1C '/fir', '+ WFLG9 ANK A. I;. \ q �oww- 8 R: ; I^IdW.r �� .,, ti: , ; � -- :;: s� 2:g4t; ' j, i I?3 ('W"Z, 1. APP D:-BOAf�{D-0 ALTH . ' . , moo; l �j. . ' / w� �•� •,�:•«_ 1 } I f q ,oma. c �' �S - 1 ,., �_ . t, 1-1- `, ell 41V I I ,� . . cif\ WFLGB _�) sHED 19 1 \ I I �/ + BIT -DRIVE/ `' • \I ANG FLOW 0/Ff'USOR- �I�rS r k 1. - • r z J#269.1 DATE AGENT. �. 9.0 ca 8.6 �:,-/ GyITH STONES. To BE \ ,, .. PROPOSED SEPTIC `DESIGN - • D WFLG7 ) , / / _FILLED IN AOR REMOVEDr".., 7.8 ; . k� '8.2 . . FOR - . - . . .� i \ WFLG10 .) � ` - � `l - -- -- -� 1_ � , L... - _ _* . VIRGINIA fOORE 7.8 wFLGS r� � . . E R � • ANp e , wr, �F 8V ROUTE 28 . . LOC. 87 IROQUOIS. BLVD. 0 o 0 , E 54 n NO 1.� , . WEA5T YARMOUTH MA . . I 35 _ 100, t (, . 6.6 \ . 00 \ �o - oG CRAIG R. SHORT, ' . P. E. 2.35 GREA T WESTERN ROAD wFLc3 150 6.7 . ; ��� P. O. BOX 1044 LOT 42 STAKED SIRAWBALE {MTN F/L TFR �� t`j, otf. fox (`�, . 508.398.8J1> SOUTH DENNIS MASS. 02E60 5oa,Y983063 0 f F FABRIC SILTATION BARRIER AND WORK L/, . -. . 73, coo. . , .3 [1E - PLAN . Zo o so �o - QP DATE D riii, - SCALE �: 13, Oa4 1 20 WFLG1 T LOCtTS --=4. SCALE 1 INCH = 20 FEET .. _ . REV J B N0. - �,�a� _4 .r2-ia47 . . s.s LOCATION 1l�AP REv. SHEET 1 of 1 . 6.7 12-1047 Moore.Rl.dwg 02004 CRAIG,' R. SHORT, P.E. 1. I . . . � . . - . I _ . � . _. � I I . . . 1; .. - . .. . ,, r<• ; . .. & . . - .