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HomeMy WebLinkAboutMiscellaneous - 128 RUSSETT LANE 4/30/2018 (2) J128 RUSSETT LANE 210/103.0-0058-0000.0 / PREPARED` FOR THOMAS4 MURPHY' Fw NORTH AND©NER, , MASS INCHES TELEPHONE. 695_ DESIGN DATA CAL CUL xTlog5 DATE TO. 8 PERCOLATION TESL" NO. F Z 3 4 D, STONE TOP'- E L EVAT I O N 4 PERFORATED RV.C. PIPE BOTTOIA— ELEVATION. SCHEDULE 20 SATUi AT'lC1A!=MlNSI. _$� - (SEALED JOINTS DROP-MINS. DRop -MINS. •. PERC... Ft AT MIN./ltd= " . 1 . . V SOIL PRGPiLE;TEST PIT. j 3. 4- DATEe TO f°- ELSVAT 10N° )'77iX- 'ro Pio R E NT*: SOIL:., WATtRTA8;Lf- •�uBLE - .. - PE T= - C It 60 WATERTABL EL�vATeo r, - •�c H. zo aofiirot�! Et`EVwTlaly •�r� ,� -. - BUIL DIN�r` T'YP1�-` ] j ENN,r .._...`:.' ;. BEDROOM =fix 156 CTALS./fBEDROW.4, LQQ fiPD Ft GtD FLOW X 2001 =j, ;GP1>• . USF: ( ,GAL-.. SEPTIC �Ir , KENCHE 9 TRENCHES S I D£WALL, AREA S /t x GALS /S ,? 3, ?.�.. GAL./LIN. i f30T TOM AREA 4UL- SF/LF X .�..GALs./SF r •Z/A • GAL-/LIN \ TOTAL. TRENCW 'G LEACHiN •' . CAPA-CATY �� GAL./ L1N GPO FLOW GAL-A) Ftw F TRENCHES REd USE. ID. .0 LFA I STR►BUT ION ?v.C. �3 1r � PREPARED FbA, _ 1A1X�= � t iii THoMSF " IViViZPHy} f f H�`. A U'QVER 1�1+A5 NCHES , .. D PERCOLATit}N TEST N0. !r r 2. ' 3 D .5'fONE rowY� Ev ,T t O N - --- 4 PERFORATED P.V,C„ PIPE'- Hq:r-romE,LE-VAthAhk.' SCHEaIt . Za 5AYUKATIOW ,;�MiWS (SENLED' JOINTS RO +t1INa�lfit: g 50iU, PfiOFi` xT5i� Pf 2 3 4 TOP" EL.EYR4*T ON,—,' . IaA aN=r s oa: Stam WAT.ERTASLS- ELEYA.'t:O $C H. 2d 17Z i _ w BEDR It�l sw:Ty 15 GALs'lei f-K�NCH , r i AREA ..r. � _ ., ��� ZZAOMAR L iAL, l . i 6AL.. Lii+1. f EM .li ,: Iii .1�i:1 t ,C� PA-.0-i-T V ...r���^A14� �L1K 15TR St vS L P- UT , t N, .-.'I ♦ i'?r.' .. '3•w tt 1. -2 'Y 3°'-G... �•� t 44 . . •} h ^u 3hi - ' -�Y�f�+�� PREPARED,-, FOR THOMAS jj 75 MILL" ROACH 40 r. NORTH ANDOVER, , MAS INCHES TELEPHONE 68 - 4652ti,ri�r2 DESIGN DATA CALCULAT!©NS- DIRTE ��. t c. ro: 8 PERCOLATION TEST N 1 D STONS ' TOP- ELEVAT'CON /974 -- 4 PERFORATED P.V.C., PIPE BOTTOM- ELEVATION `t � � _ j'5y— SCHEDU-LE 20 5ATURAT;UtJ MICV�s,.: a "r M (SEALED JOINTS) PERC::. RATES Ni1N./It`1,._ , L'. soiL PRQFiLt-,: TEST.Pt " .. .3 4. TOP.-. ELEVATION - PARENT VJA'CE LABS. t cMarl- in n PEC T-k1-60' WA1'ERTABLB ELEVAT\0 - 'SC H. 2Cf soltrom ELGYArt1.0P{' ¢rte " BUILDtN � TYP _T BEDROOM x ISO: Gkt4.�QEDROWuI t �t3Ca_ GPD- Ft r .GPD FLOW X 20o%t j 1)" USEV-15bioGAL. SEPI'IG P'1 KENCHE TRENCHES.f 1 SIDEWALL. AREA¢ SF/LF X; GALS /SF,.= GAL./'LII. 1 BOTTOM AREA 4b.`•. SF/LF >t S GALSjSF"t ,2-12_.GAL-/LIN \ TOTAL' TRF.t4t-' LO-ACHING "CAPACITY i GAL./ lIN DOCS: vP�D' FLOW -� GAL.�1.EN: F1=t•F TRENCHES REC V S E_ 1QJ,. L F iS.TRIE3EjT1AN 3 " t`ve. C , PREPARED FOR•. THOMAS MURPHY '- , 75 MILL ROAD; - NORTH, ANDOVEP, = MASS TELEPHONE- 691) 46S21 F .�.... DESIGN DATA t CALCULATioNS: DATE �p T�. a PERCOLATION TEST Na D. STONE TOP- ELEVAT ION#lf --- 4 PERFORATED P.V.C. PIPE 130TT0;T ELEVATION 17 ' !'r7jr, SCHEDULE 20 5ATURAT16W - MINS'. `7 'fr (SEALED- JOIN'S) IZ'✓-+- )0-. DROP-MINS. DROP -MINS. Z = Pl:RC it ATE.,. MIN./IIS: SOIL. PRGPILEc..TEST PI #.`. � .. 3 � 6AT f " TO p- Et,EVNT10N rol!sol. SUB50Il. 5`£J l 3'Do PARENT' SOIL; 7/4m,], �6;> WATERTABLIL c 14 PEC T-it-S0 WRT FETA ,ry E e�� eLevArw 1��� • ZOI Bo-rtotvI. ELEVATIONS , BUILDING: TYPE'' 75li't L 8 E D R oo0 4 = x 156 GALS./Beolkoom ;bd GPD Ft; \ 06 GPD FLOW X 260/;_ I.7=,sPD- . USE LQQ,GAL. SEPTIC IKENCHE TRENCHES w SIDEWALL. AREA $F LF;X J .�'�- GRI.S 15F.= 3. !72 ' GA1:./t,IN. '� BOT TOM AREA 4a.L- 5F/LF >E �C�►A15./SF=. L2.�_ GAL../LOA ----._. TOTAL., TRENCH LFEAC,HING CAPAC tTY GAL./ LIK . � F l.AW GAIT./tIheti: Fi'. lQ,� F` TRENEHEs. REq \ VSrm. 104, LF ISTRI BM04 ! � , r "�•- it _ .'`. ff