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HomeMy WebLinkAboutEngineered Plan - 2018rr , ?__.�� 14r, :' £, ,, , SEPTIC TANK 4 PVC OUT TO CONTRACTOR TO PROVIDE 14, ._.- ,-..: _-� ul LEACHING FACILITY . ; � . ._ I . . SPECIFIED DROP BETWEEN O ETWEE 11 rl INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL ! , I b 12 6 42.00 IN. - . SHALL'VERIFY SIZE 48" VERIFY CONDITION OF , \,- OUT ET TEE M 41.83 I AND CONDITION OF EXISTING TEES } GAS. BAFFLE 6 CRUSHED STONE . . IEXISTING SEPTIC AND REPLACE AS ..... i . ! ; '' • OVER MECHANICALLY - TANK, NECESSARY I 1 I COMPACTED BASE1 . , .. - - _ I I I. 5 . i i OUTLET DISTRIBUTION BOX _ ___ -_ ..._. .._ :-_..�._ __..__�. _ .___ ________..__-_.._: .. . . I. TO BE INSTALLED ON A LEVEL STABLE . ....._._- ,_..-_-- .. ...,._ .---r,-._-_-__�--. - _ . -- _--._--- .----_.. . - + I . I BASE FIRST TWO FEET OF OUTLET . . .. PIPES TO BE LAID LEVEL. . EXISTING 1,500 GALLON CONCRETE SEPTIC TANK ' . : CROSS SECTION VIEW t.» , ., W h a,.� i i �. � o ga 6 � z-' � t w - I c _ : E z s. t .. : •. - .. _ : .. _ . - �. 3 :. .trey„ pp§Q 1) _, �t O x. ,�. s i i t 4 t -. a - u.. :1 i t 4 d. _" w .. 9 $ed 8.. -v Fe t 1 I 'T:: i : `-?, ; ;'y 'l . ` - ': � ?� � II Y i N.xr% � i `x � '� 0% �....:� *wn� F' �f0 iiae6 €..: f �. - - _ .. .. . I rip g=� =A 9 : w.:.,. 15 s.�.., l cZ, a. 6 z Ln �u .1. FINISH GRADE OVER CHAMBERS = 43.5 - 44.8 . 3/4" TO 1-1/2" DOUBLE WASHED 1 . SLOPE 2% MIN. OVER SYSTEM STONE TO CROWA� OF PIPE =i 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS ! METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 2" OF 1/8" T0.1/2" DOUBLE WASHED MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) - CODE AND ANY APPLICABLE LOCAL RULES. . STONE OR GEOTEXTILE FILTER FABRIC -- ___-- __ .._ __ _. .. ___ ____-..� - -' . �--- ._: _-__-_.-___._,__._.______-:.-__-___�.__________,:_...__ - ___ __ __�_-.. .-__.�-�_+- I . 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE .. . } DESIGN ENGINEER. .. I PLACE RISERS ON ALL 4,OD TOP OF SAS = 42.53 CHAMBERS WITH 9" MIN. .' 1 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 4 .7O' 36" MAX. INCE T PINES TO 6" Or I SYSTEM UNLESS OTHERWISE NOTED. BREAKOUT EL = 42.20 FINISHED GRADE -f . . 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 0 o I ELEVATION = 42.20' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A 1 I . 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 1 . p0p� 0 0 '0 0 �00 0 0 Q THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.00 - . 1 i I � . 00 � L_J U 0 0 0 0TC C ° ° 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. - •i . 00 00 Y E IS NOT DESIGNED FOR A GARBAGE DISPOSAL. . r o 6. THIS S ST M 0 2 0 0 coo 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK ° ° o 0 00 i FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS C> == 0= 0== 0 0 00 0 === 0= o i1. o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH11 4.0 ! I i AND DESIGN ENGINEER $.5` { T YP) i 4.0' 4.0' 4.0' . 4.83 ! 8_ ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 50.00 ESTABLISHED ON A NAIL . TY P. I { ) 2 . N N PLAN. 11 . 5 0 SET 1N EXISTING FENCE AS SHOW O . < ' I . GROUND WATER ELEV.= 34.66 .. 1 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION j 12.83 11 39.70 I a THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT . g , ,:. 5 MIN. , - a . _ f,- �! ''! v, 31,�F�8ERE-! VIS } i I 4" ,. i - - REP RT ANY DISCREPANCIES . - ..�.L ° °_,� a° v="�a .i.l , �.:, k: 1 888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES O 4.r.. r':, tc� ri�c_ f.?- Ic.: 3.....' ..c} - ..- . . '. .. i .... r ! N !NEER. �,. g TO THE DES GN E G X g: E € r- '3 t - f s. . ; �• p -- ' . r 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT: . 1 I NOT TO SCALE i T O CALE 4�-_ ii i_._ : i, ,. .f . _ : ; • i NOT TO SCALE NO T S ._-- ---- "---._.--._ .--_----._-_-___-.--_-_--.��...-._ _ _ _ - = __ ___.__ ___----_..._.__-------------. -. �____.._---___ ____ ___.____ .. - ----v__.._ __._ _ _____ _ _ _ 1 1 . . .. . . 1 . NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING I - ;_�,,_, . _. -, ---- ... -� -.. v -�-- TAIN SUCH DETERMINATION FROM f :�/ t. / y w REGULATIOS. OWNER/APPLICANT IS TO OB ./:. "k f ,, .. 1 .. . , _ -. I :- I MAP 88 ,f" \ / • ��. ' gt. ,• ;.-. t APPROPRIATE AUTHORITY. . / r� j - 1.�, i ai f t. i . '� LOT 54 % `, / LOCATED . . :11 .\:. ... ,,r /k.. T. W . T MP NENTS SHALL WITHSTAND H-10 LOADING UNLESS C .. ire--�. . - '�' % ,- . I INSPECTOR: Amy onHone CO E 0 F OVER OR LOCATED UNDER PAVEMENT, DRIVES, OR MAP 88 j I \ OII,� UNDER MORE 3 FE T O C w , L WI - ;; TRAVELED WAYS iN WHICH CASE THEY SHAL THSTAND H 20 LOADING. LOT 65 ; , .:l` ,-.: t OI AT : Michael P me tel, E T I e .r S L EVALUATOR: I 1. . .., 1 t; tr July 24, 2008 3 , DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. . ,� % �, _ .. f; I 7. iii .. .. ` 1.t I. tt i 1 _ TEST PIT #: 1 . . I I .✓ t: : 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE i _1. .. i , FACILITY: LOCUS ;, f ,., . rh II ELEV TOP = 45.50 1. MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING . - : .... . ' kiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii'" ,.-u., , i I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY I g'S0"E 11 �� �v, I - �� r ELEV WATER - 34.66 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15,255(3). N8t)°3 }w .� r� �% i i . ' , 0 t..t S I , A � •'.,. `. 3 .. PSE I0 ? -_._ _-__--__ *..._. •,5 / : = < T I N ENGINEER OF ANY DISCREPANCIES FOUND IN 100.0 _ _.__, ,... - -._ PERC RATE 2 MIN/IN 15. CONTRACTOR SHALL NOTIFY DESIGN . -_ - ,` . . �, i .. .. \ „ ; SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. .. , _ : - . . . . ' . _ , ;, t it s tit / j DEPTH OF PERC - 26 - 44 I . ,r `,,� t I 1 , 16. ECT 1 L CATED WITHIN: . ,: �. /�'�` rI 11 PROPOSED PROJ S O , 1. . :f -f...- _ . , : '),1\ i �.`,i s TEXTURAL CLASS: 1 r� G - °/ Ti�. 4 ASSESSOR " P 88 LOT 6n I . t - . , - xi) -.t �-'' \ i ti/ le,\7� R'- 1.J �, - ` f, ' �•� 1 t11 . , t r ,: -- - --.--- --- -- ;-f-y• �/ I 4 rn �" ro I ,~� C } ( \ , , I a 4i , }, _a,� , 0o t: X I EWCOMB . . .. / 1 -�.,1 , „ ri §: .> f 0 45 50 t RECORD: RONALD T AND MARGUERITE C N M P _� f , OWNER OF R O \ I t, 44 t , •fit . tt i J t 1 } -, . d �� t t I Sr I : � • \ • t �� � r LOT 66 t , a f 12tv v i . •Y 6i `t 1 V1 �, I �{ ... >� . � t \ 10,900 S.F. y %1' ;taw, .�°�� ,.� It 1_ `..< ,/ c I i \ `.11 \ -\ T M _ i77N _ sr -r, r! !r - 2C t A r A•. - �' - - - r 't Q ';:, ' Nail in Fence a �� �� / , � '�'` - _ � i . t \` } f T �L� t'.. -r v- Pe c E(e 50.00 i , -1, .- r Gf4 A rox. MSL t: t \ , . t_r: - .,: i - V a +_ . ti . �: j,. .Z. \ -r' - j, f t } y- I t' rr 9 J ter+""`°'o.�' s �g t t 1e 0 t _ 5 14 a f' y h �Jy� r O. - _ i - 1 - 1 �7 - J�IS -• r: r� I � - r- : r o i :d. {f i 1:: r ,t. _ _... d (.. 1 { i 1 1 _ Jii „} - t t. , •5 --'. _ r , _ 1. . i t.' s-, , } f 1 t ' i`. 1 y r 3 �, g . .. - } ._ - . .. r 1 .. i i'i t i t -- i r g ,•�:� . I 4 C • 1 , r , } t , , �1 . I - : E t i, , /� i w : l: O li4' \ • .. - :...:• ` i. l i ! c 1 i i' 4% O t {- .>. k 0 MAP 88 . t t . \ ifl > i I..ll ,liSTli`.r t�r�TER o I �. 'i O •-' i u LOT 53 r , r r -0 t� '.. i i s. C - i=Xl �TI '`i o NG o 0 iiv� R f� i' Tri f , L �'�. Ri1�0U o _ � .. _ N h r - � ; : LOCUS PLAN I. Wt- TER TIE CARD co } HC -1 r EQ 200i°�! °' tT►1. t - t .. . , t O -- a Et ,.- ., '1. I . _ • DWEL�INGD i......_ • E. .� , -_.41". - SCALE. 1 - 1000 i 44nri -T- .Fill HC -1 Loamy Sand 10YR 3/2', --r" tic. Fine Sand 10YR 5/8 Medium Sa d 2.5Y.6/6' (loose) No Groundwater, Weeping or Mottling Observed i 1 ,. 44.50' .1 1 I ADDRESS: 10 BERNARD STREET . 1. ..I SOUTH YARMOUTH, MA I 44.33' II 43.33' FEMA FLOOD ZONE X I . 2 01 C0587J COMMUNITY PANEL # 50 41.83' 17. DEED REFERENCE: DEED BK: 8671, PG. 317 -� r f 18. PG_ 9 PLAN REFERENCE: PL. BK. 179 8 41.33 I E 1 . 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. .. 1 20_ PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY I I FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOTASSUME ANY LIABILITY ... _ l 1 1 OR USES OF THIS P11LAN OTHER THAN ITS INTENDED PURPOSE. '` i 1 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A ii DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A I i REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. I I I I � . I f Yarmouth Health Department, I i tear, I .. A IM���v,T',T l . 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA . . . SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF i SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ... . 3.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR 'I . F ELD PR OR TO INSTAL ING HE SYSTEM . . . 1. THE INSTALLER. INSTALLER SHALL VERIFY ITRACTOR SHANG TIE LL NOTIFY EMENTS N THE SITE P LAN j ENGINEER 1F MEASUREMENTS APPEAR TO BE INCORRECT DESCRIPTION HC -1 HC -2 CORNER OF STONE (1) % 29.8' 37.7' CORNER OF STONE (2) . 20.4' 26.5' CORNER OF STONE (3) 43.3' 23.7' CORNER OF STONE (4) ; 48.4' 35.8' .. . .. . :K r. = r . • Drawn B :MCP Designed B :MCP :Checked 6 : JLC JOB No. . ... SCALE, 1 10 j .. i i Y I 9 Y y I �i 63 �_ _ __---.---._-__-_-. _. _ __ _ _ __._._____ __._ _ - _- _-- -.._ T.___ .__ _ i _ _- _ _ . .. - . .. �. 1. I i . . . .. f . . .. .. . . . . .. . . �.