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HomeMy WebLinkAbout83-852 Site Plan-' d r lJ o MANHOLE COVERS TO �. EXTEND TO WITHIN 12.r gy ' 2 'OF FINISHED GRADE w - p. ?: 10' MIN. D MIN. l 4r er FT. i 4. X23 rear i A�! • 12". MIN � • 1ovfO 3s� GAL. �Sv �• ,�+ Az .ti . r+ vim. ore t, 4 - 2.9 _ 20' MIN. .. , . y : i S.T.. SOIL TEST LOG /v, s/iEu_ LOCUS MAP .. PERK RATE • �2M�r��tr.� -` PROPOSED SEPTIC SYSTEM ��GENERAL NOTES ELEVATION - NO SCALE ! DEPTH J /% Z _ " EL DEPTH ` ''_. i_h L EL. 0 --- _" ; y S � S DATUM ELEVATIONS SHOWN • ARE BASED ON - «<. ,- F,� D Q ® SYSTEM YSTE PIPE SHALL BE EITHER C.I. OR SCHEDULE - -.3 ,., c o ©� 40 PVC: �� DESIGN COMPUTATIONS (LEACHING CHAMBERS 1 �� NO. OF BEDROOMs/ 1,2 THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR DESIGN FLOW 10 GPD x 3 7G TO BACKFILLING OF SEPTIC SYSTEM LEACHING RATE �Lti�,� /�� LEACHI G LEACHwG COMPS. 14 SEPTIC ;SYSTEM STRUCTURAL COMPONENTS SHALL BE PROPOVv;lp z, - ^ _ ' z ,g CAPABLE OF WITHSTANDING A H-10 LOADING., UNLESS SAN1� AREA 'BOTTOM 1.0 gal./'ft. SPECIFIED OTHERWISE. 2.0 AREA SIDES. _ -2.5 g01Y. ft. Nv V�� r SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL COMPLY. r _ Ab ' L'XWk1.0 .r':/�xf x/_D �q6` . V'diTH A H 20 ' LOApIWG THE 'DESIGN AND COMPONENTS OF THE , SEPTIC Z'< - ✓{ Z -- 0.8 A s c (9, xL .2 x W) )(1.0 X'2.5 ■ 2('14"' 1f)(Z S�= l D 'P � �`f1 Cfi/J1/• ; C,�ii/`%rj'�-�•�' -SYSTEM SHALL BE IN COMPLIANCE WITH THE STATE 303.7 __ TOTAL LEACHING CAPACITY ■ SOIL TESTS CONDUCTED ON ____________ 3� 'i� OF MASSCHUSETTS SANITARY CODE TITLE V, AND r' BY THOMAS J. MARCELLO, P.E. f• OBSERVED BY SHALL BE IN. COMPLIANCE WITH THE LOCAL BOARD YA/fr.�Ov7f/ �"� y A?` "5 SEPTIC TANK CAP, 1509. x '3 3� • 504 �� TOWN- OF . B.O.H. AGENT:.�.��'.,��-...--- 0 A N REGULATIONS. NO GARBAGE GRINDER uS1�,�tiJt% ._G'gL. S -T THE HEALTH TORS SHALL RBE RESPONSIBLE FOR �/. yy r li��� +, 61 d s'c Jo.71 LOCATION OF ALL UNDERGROUND UTILITIES AND t3. ;U SHALL NOTIFY DIG_ SAFE PRIOR TO CONSTRUCTION. PCAr� jCF, Z.. c. f6 ` 7o G A 6ANOD.V�D GfSSPDOL f'Hs3L/ l7.E PL✓rJf' 1� D/z y f}NO F/GL �'IJ W�GLEf�.i/ MEO/Vt9 ��NP _ 6f10t/NG Klfl %E� LE"dEL 44rJ-a-9 TMS'"7- /Vo 7' 2 «u/a av CA -,4 7. r kV 89 k/EGC,� z0/✓ � /1% INE" f% -/C,'l•,? �r14"/r1,!;^s/`? :'��r,•1. 4 ,.>f',<!'�:. KEY LEI/ 11/S/11'7 6d SETQ�FGY, �i'7 1%liC"/4NDS - - - - 1EXISTING CONTOURS } SYr}KEO"fyGALFSPROPOSED - OBSERVATION PIT URS DISTRIBUTION BOX (DB) d \_ a' d STfCEO N7u'� E t -�, v. - - SEPTIC Q LEACHING TANK PIT OR )C� FLOW D" 'FUSORS - • ,' Ar �. LR) RESERVE LEA H NG PIT . /' --- f -0- UTILITY -POLE (UP) CATCH BASIN (CB) q, — W -- WATER Wa r . ELECTRIC .tGAS �, , ;/. ,, ,, . • , k-. k',��; <, ,. � — — r z`� r r<./ (� weo� i; <v:<•`t , t -T TELEPHONE 7 x SPOT ELEVATION Ir k" p: W. Oi�y vIELL r -z ENGINEERING SERVICES OF J t� A y,��. '`, F 3, 'r r t {1Ls0: F �0 ox, Z,> -r _$5 BRETWOOD LANE COD ,Tf1_ CENTERVILLE .,MA. 02632 ¢-x- ,/ ',; ...-� •_;: ��;, o �I �. CAPE c aw CIVIL ENGINEERS - LAND .SURVEYORS 7• , 1 �C_ r -;-�iti,_� t t �=!r CITY LITH ts PROJECT:RADIO EST YARMOUTH OU H r +; _ j a•r Lir `r, '•. nL� No �fkS Q. POtliE2S Rf _ �7 • 3 !•NOWT n: /D LOT N0. b (/s/VUr �t/!l) � ('z, y ' ✓t. J'` _�= it 9 ' J , , • ,. •, PURPOSE: _ -