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HomeMy WebLinkAboutDecision 3446-3447 - Section 1 - Proposed Septic Design - Pg2BENCHMARK TOP OF FOUNDATION I I CfaW L. ACE P N FB,*9 C 1C W09Tt 9\ Von LV_E � C O•.J G . S. , A.C3 ,t J ID --ar4 FEET 20 FT. MINIMUM FROM CELLAR 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE 88VEC? C _ C,2,ETE 4L6B 4- SCHEDULE 40 PVC PIPE loo,, 7,,f' M /}� , MIN. PITCH i /B- PER FT. 40 CAST IRON PIPE PITCH 11,/4 AJPERIMUM FT. FLOW UNE ELEV,- ./O_...�/O U-TNIN.�.�. V. - G L,EJEL ELEV. ELEV. - 9.42 6- ELEV. ,y a0 DISTRIBUTION�yy - OUTLET� EL 3.67 BOX x.910 14 I� TEE Clow) (TO Bvf L�C ,gN L�An �F)(TYP) IF MTO OREEWATER TESTED THAN ONE OUTLET 19 INCHES 9 �n f% n I n �C GLEAN SAND < ROAD 3A5E DR t vE VVA Y ,C='/Nj 20 LAYER OF 1 /B- TO 1/20 E /2 - E L 1 1.00 WAS1iFD STONE VENT MAX. E'c/0 7.i ANCHOR HORIZ I S REQUIRED z MOTT. 1 CU. FT. OF J4 F04 L —. CONCRETE - -- "` E L q •.'ice ti • • II LO M E7 C7 E C jl%2 • ELEV. - g•00 • a ci ca �7 c� 3S- _N20 FLOW D�fF(�,�Q�' w i T N STONE IN AN z 30'x 70 d ED FORMATION ---- --....moo SOIL TESS, T ` DATE OF SOIL TESL' SOIL TEST DOME BY 0 on C WITNESSED BY OBSEF dATtON HOLE 1 ELEV... OBSERVATION HOLE 2 �v= PERCOLATION RATE '� 2 IIIN./INCH AT 39 -4 INCHES PERCOLATION RATE MIN./INCH AT INCITES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER J4 F04 L —. -- - -- �/Q m *41,f -J ow% ! o XAZ 3 9 lNeci..,+t /0 Y z s.a n cJt 9 0., va - y C2 fin G _ No ""'ER ENCOUNTERED AT ELEV- /• 9 . WATER ENCOUNTERED AT ^,_._ ELEV. - LEGEND: DESIGN CALCULATION_ Foy5J57fM EXISTING SPOT ELEVATION 00,,0 NUMBER OF BEDROOMS ON WEST.size .9 EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW FINAL CONTOUR ( 110 GAL/BR./DAY X -a_ BR,) GAL/DAY SOIL': TEST LOCATION REQUIRED SEPTIC TANK CAPACITY . / GAL UT1UlY POLE -O- ACTUAL SIZE OF SEPTIC TANKTOWN SOIL CLASSIFICATION CATCH BASIN ...W DESIGN PERCOLATION RATE MIN./IN. GAS UINE —G EFrLUENT LOADING RATE - GAL/DAY/S.F. CLEAtI OUT C.O. LEACHING AREA 3 o X 40 J. SQ. FT. CES POOL C.P. 0 LEACHING CAPACITY (AREA X RATE) GAL./D .Y > sAs� S 3o x�j off. � 4 -8�8 > 880 Soo j �30 x 30).7 /= G G 4> G 6 0C; PD r - LE s �' 7'0 WV ti1014 r� cuc�rrc�tiJs NOTES: 00 2 f e -}.v c ES 7zL'Q tJ/, ffD ; TH S f G,po.S ,O SF, i'�c .57,y .ST"elM ,w t � L S � rla�Z3.3 : (G� 2 EQUJ)Z 0IV t �J .S l-ll3,e.EIJ-'s?',ST' �+t �4 1 t� 3 s..s ✓ h--- "LE 7'• P J PE' F IZ E V JZ Y 4O S.F. W1 L G ,r3F ' V�J.ECT T'O 3 / C7 CISI f2 l J`_Z9O - * 43 P (PE.S . „C TfC)w /3: _:4e J2 Eo cj, ra�S ) 7 -f CC�n�rR,gc rotz �.s T� cOwr.�cr -rtr flc,5/ 2.ESER VF_ .SFS F C? fC "NE'1N .. E!�/GlIJE'-Ef2 F -o 2 T H O t tDW l�/_.G lust �s/ zN.SPFC �CS7-/2.V�YTIO�J. NC�w.E�f�, 1. STA/Ct -O� t7F SXS1`,E,M.7 r p1�O.PO ;L �YSTF/✓i._/.✓�T"0.:. t. .PRI0/Z j2EL09.c Ex/ S T'/�/ G .S�✓�TEh�,: E X c �; v� rrcR +ter r�;c u.vsuj.�',t`...•� y -t �*.�. L`N1'N7- .:Q /VEUr C1 t,�iM.lr9Nt?,; TO W^/ O F .Y/9 i2/►7 �7 C ! T /-J � 4 c C y T- f/:� T .5 95 13 ? �.3 ' 4.. _ �v .S T 3 .G G •4 T lZ1 W4 .�' �? <., w� L/4 T/�c!of a'1NP Pl e' pk/o1Z. 7' .C'F�CxFlGL1 f G. TE'.S_T"!Nr__ 0)v p. L) :5 ?tA I z. AAlY 7-ff►F PlzcO 'rpt orz. gwe.s7'toJt/.9 �}12� s 13TU zNsPFe -r :C'©. S7'�Uc- rfo f Piz 4VJaJ5 A GAs 7 TQ )1A P,M G to r't,//' 0 F 41,4, a �` APPROVED. BOARD OF EAI.TH v�o 1 R0[31N tv'I'JII ! u !? erg ' ' .3 341 c'r:, "> NA c. H �Nasv �E� DATE AGENT 0'r- p 114'r, ,' I pe- �a f yR J3A 1/ t __sFp 7- I C P4 A N z SGAtE ••: 20' G CRAIG R. ,SHORT PROFESSIONAL ENGINEER 508— P.O. BOX 1044 398-8311 SOUTH DENNIS, . MASS 02660 DATE 9A 07 SCALE l~� 2 0:, + I 1 Rt:Vtr..:, JOB NO" j n LOCATION MAP SHEET / OF z ..._._— :� 1997 :.AIG R. "`.� P.E