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Home My WebLink About0817 OLD STRAWBERRY HILL ROAD - 253-013-10A SHEET 1 A +oar... r •, - "I era f .. ... 4 g`N�skM4�va ♦.. :.`. .xpu_,�, t x v..;t;.kip M- y:•AF .�r ,+.y-+a: �' ..*y '. h.; ` r .• � r� R�� r „ Fw ,7 t � � EACHIN� DE01, .f}p T 'V • y.. 8h , f-^, `'S:y,s. .*„ 7 s d 5 � . 9..•.,A X` .{ �\�� y PI S P/ : e ' 1 y ® F ; BOX - ntppRo a � ; a� A* z� I OQ� r AR J �� Mt.,c�gi`.,. � YK�' x� ^fir .�,�r" .: SU3JECT TO T` ATxAC: tiO CONDITIONS . xd 2000 GAL I N o 414 'QT r rtF� x e ?ak SEPTIC TAN K T 2•ii /NF Al.? ! /V_ 2 A /V 3 A IV? A ENGINEERING DEPARTMENT ° r _ TOWN OF 6'AR3VSTALEa� sFX x . G 6 �FqC�,��1 6, EL,e✓ /00.6 TOP•ArLeV 9B,S TaPELEI! 99•o 7 OP ELEY, 9d.4 } O TO 36" O TO 6 O To 36 TOP �� 1 F.F 98.0 � 2 �� e k " `� LO/i c 30" m.t tN ` �•w,�.s!'`"' «S �\ Q \ '1 p0 ,'i3 . .•/- L OA M t2 L•DAA'/ .�DA M �a " S!/e- X014. 'e H. • ? � S Z µD1/ � 0 \) .s LIS-.SD/L � . ,.•�. .�n..r � � ,� :.. �.. c I k . `�1 �� i BENCH MARK �'� F- �• C Tq 9. / < 1 ST Hii TO 6d" TOP OF M.H.B. Q V C 30' w'` 5 QQ• � � Q � ro t .�'. r"� (`Q F•F. 99.0 4`DIAM.X6'D EEP A V�L R/I✓EL SEEPAGE 'I 3(e" TO /zo �1i �p C.B S. 6:RAV ii I G'tlAit/ - \ B Off, ti° 1 FF= C' COAR-TAF' 96 pAN -� 98. PAR KI 'trry :lf" ' o A 96 ro /2A' 9�" v(, -- fi, �,I L►NE Q� '� L LBAN CLEA/V BOTTOM �.9 t / PER ESP o w0 I'VAr&R ' � �-- PRO � 'DIAM• A Jti \ C�IRSE S•4,vo co.v�tSE st vo GAI 22 2 L4EACNIN 1/s! �� /20' �-o 132" 0.0rro/'t 9B.S 4D Af 9�i.O , CL,C4!o4&.i SANG ND �y�}TER ;NO WATG'i<' t ►0 20� SANK x2 EEP y j$EP fIG _ \ Q NO rvATER 15 DIAM ( '&2°' L-EpCH �- 1 pgoX� sFFA40 rgM r 101.0 o E Gxs y's .S7�H L C e 12 s 44' 0 F,F•=99. IbDIA NG 9DEEPLEACH�IG PIT20'_ ,p ' 1- 5j.� R 0 NG 6s A ?Oy,�� 1\ CIA N CG44 9� 4 0�,,�,� ,• P A RKI ti \� PG �Y �/ y'ES7'�O C� TqN rva. R $� `DSO BOX �O w a 20' F F.• 98A vi - /y 7 T�c,Tq� 311 �T /V o 5A /V 6 A /V o 7A /V c 8A TEST HOLLE m m FF 980 3 �'�a� vy�� M't1 <Fq��/M� 6T N 6A N 4 Fc 99.0 O �� ' p O TOP ELE°I! /DO.O lowTEST HOLE o a �,� �6 /Ts Fa Top.FL-Ev. 96.0 7oP E��v %.3 ... Nt I TEST HOLE -77 GP1.N /P \\ j ' �' Z000 G (P FE (; Q� J p " ro 36 „ �„ .Ta 3D" O" To 30" O To 36 PAIRKIINGI' N�13 N NEST 01r ° s�P�� 9P� eP \� LOA/V fE LogM s4 LOAM s4 LOAM 4 a v SUB- So/L .S'u6 -SO/L SuB- SO/L SUB-SO/L Y Ns2 14'DIAM X 6'DEEP � D �G ^ w LEACHING PT2000 GAL b a �s'�' • I EP SEPTIC TANK � O Q� �G` To d1i 30"TO �4" r20' PAR KIfG i \ plsr. a / � BOA �Q 3D' TO /Oe GRAVEL 3L"To06 "' I I TEST HOLE I�� F.p� P GRA vEL GA•AYEL eQNY 4R-1✓EL i N p ,?ADIST I l Q 96 Box ' /// LEACHING PREP F To izo" �t 1250 GALIl I \ COARSE SA/v0 CLE.+/V 9!r ^p` S IC.TANK Imo_ 1250 AL __ 9oTTOM BT•3 COARSCS.4w0 Co.4R ECL-AFAS.vp 2 20'+� C TglyK.96 eDTTOM Sol .vo w,v re.4 .Yo WiTEJ! QOTTOrI 90.o /OTroq 90.4 NO WA TER /Yo ry.4 TE�e /j F F.=103.0 20 � iIOLE �C� HOUSE I4'DIAM OT X 6'DEER. > / 40 41 LEACHING PIT Q I � a o' I 96 ge 100 SO l L STRA7-A TEST HOLES NOTE. ALL SEEPAGE CATCH BASINS 4'DIAM. X 6'DEPTH WITH 2' OF STONE. �n 0 GROSS LAND AREA = 5.0 ACRES = 217,800 SO. FT. Nit I NE 2 Ns 3 N2 4 SANITARY SEWER SYSTEM DESIGN DATA r GROSS AREA COVERED BY BLD GS = 43,248 SQ. FT. TOP ELEV.= 88.6 TOP ELEV sc 94.1 TOP ELEV.=9A►8 TOP ELEV,=95.8 � DAILY i SEPTIC I LEACHING PIT E L E V A T I O N S ZONING REQUIREMENTS PROPOSED �• 0" TO 36" 0„ TO 36" � 0"TO 316" ( - -- _ _. __. COURSE SAND COURSE SAND \ LOING BED FLOW TANK DIST. BOX AREA FINISH INV. AT SEPTIC TANK DIST. BOX LEACHG PITS _ s BON E Y GRAVEL l N 2 UNITS ROOMS JGAL/DAY CAP-GAL. LETIGTH WIDTH DIAM. DEPTH SQ. FLOOR BLD'G INLET OUTLET INLET OUTLET INLET FIN.GRADE TOTAL NUMBER OF UNITS ALLOWED = 87 72 O" TO 120° - -- �� " Y COURSE AAM 36" 7060" 4 8 � ,I I ,� I I II' ! � BLD'G COVERAGE ALLOWED = 25 % 20% COURSE SAND 36 TO 96 DESIGN CRITERIA ---t - 42 TO 80 CLAY 4-__- 800_ 1250 24 14 14-0 6-0 417 103.0 100.0 99.8 99.6 99:5 99.3 99.2 101.0 2 4 80 1250 I I I - 6- 4 I I - -- 11 11 W BONEY RAVEL BONEY GRAVEL „ „ „ ! i PAVED E 17 PAR K l N G SPAC E S 72 77 98.5 98.41 98.2 97.2 97.0 1 96.0 975 DAILY FLOW-BASED ON 2 PERSONS PER BEDROOM AT 50 GAL.PER PERSON PER DAY. �- 8 � _ 14 4 0 0 03.0 - - - �_--__ ,� �. 60" TO 132" -- 80 TO 96 �� I I I BONEY GRAVEL SEPTIC TANK LIQUID CAF�4._1rY- 3 6 12 1200 2000 24 14 15-0 9-0 601 98._0.1 95.0 94.9 94.7 94.6 ' 94.4 94,4 970 WHITE SANG o - - - T -- -- '- - ; K BASED ON 150 /o OF DAILY FLOW WITH NO GARBAGE DISPOSAL. - -"- 96" TO138" 4 6 12 1200 2000 24" 14" 1 15-011 9`0" 601 98.0 95.0 94-8 94.6 94.5 94.3 94.3 97.0 98 TO 168 LEACHING PIT EFFECTIVE APEA- ----- - CLEAN COURSE - "� �T 8 90NEY GRAVEL / SAND BASED ON .50 SQ.FT. PER GALL.ON OF DAILY FLOW WITH NO GARBAGE DISPOSAL. MF N BOULDERS 4 4" I '_0" 9' d' 6 4 1 9 5 6 12 1200 2000 2 4" 15 01 98.0 95.0 949 94.7 94.6 94. 4.4L97.0 '*� 5 u �� BOTr ELEV.=84-3 PERCOLATION RATE-2.o OR LESS MINUTES PER INCH DROP, - - -- -- - - - - SITE PLAN 132 TO 166 NO BUND WATER ti 6 6 12 1200 2000 24" 14, 15`-0" 9`-0" 601 99.0 96.0 1 95.8 95.6 9a5 95.3 95.3 98.0 IN COURSE SAND TOM - - - - -+ No BRaIUND WATER I 1 HYANNIS B A R N S T A B L E MASS. ELEV.=dO.l 7 4 8 800 1250 24" 14" 14�-0 6`-0" 417 I01.0 91�5,0 197.9 97.7 97.6 97.4 97.4 99.5 ° x NO GROUND WATER -- F O R 8 I G I 12 1200 2000 24' 14' 11`-0" 6`-0" 604 101.0 98.0 97.9 97.7 97.5 973 97.2 100.0 � H. J . M KINNEY ASSOC. 9 8 16 1600 2500 24 14 14-0 6-0 834 99.0 96.0 95.9 95.7 95.5 95.3 94.6 97.0 DESIGN BY SCALE: I IN. 50 FT. R.S.J. 10 6 12 1200 2000 24" 14" I i`-0`I 6'-0" 604 98.0 95.0 94.8 94.6 94.4 9493.7 97.5 CHECKED BY DATE : OCT. 27, 1971 x SOIL STRATA TEST HOLES - -- --- "'� a r I I 6 12 1200 2000 2 4� 14" 1 1'-0` 6`-0" 604 98,0 95.0 94.8 94.6 94.3 94.1 94.0 96.5 CHARLES N. SAVERY INC. ,2411 1411 2 011 980 REGIStERED 12 I 0 20 2000 3500 I - 6'-0" 1017 99.0 96,0 95.8 95.6 95.2 95.0 94.51 e DIA --- - CIVIL ENGINEERS 8 LAND SURVEYORS HYANNIS a SOUTH YARMOUTH N: 712.37 e i I/7� r� - -. 11 -'r- ' » r _r t �•n tom._ , n lb- 114 ' � r ! �-r- -{ � ; � �? - . . �J..�..»_ :��:� •-� r`�'G rr 3�tI h may,. _� yt .._.r..__...._ ,.,._.....�. r'.r_ 'et- �nr % µ hvM w rc> '� 1. -• t mCf4. t xJ� '� � �}f-r:'t'� t�°°4 �i(f'�'� ..i '�14 pf+`1.)f Pow.. �;'`�*lrue `rr PAC*( f ( f 1•. 1 5 � r— --•,• p 1 +. � t t pr-�I � i �» f , �iF' •-•^f,��{f't� f`(St"`.�fl+ �?i.1 t.l ( r , � s+ ") } ' I _ 1 , - + I IL 1 1 �„�..____.__.`.,..._-......,....__.._...__ —._.....>✓_,._- �--'^' - r+_�.._e»w_, w•.-..-,.�.i..-+�nw.w^r u.,a✓a,.w.+_,ww..._4w.-,w..».. .w•,,,rw,,.: ,.wPbCL,.'►w.wY••.w: .,ww• f.�s � � f I + �.1a, S-, L, f ! A]I I I _ I� I IY1� _:w TTTT-'- '.'T•___-7,- -____'i 1 f { ' 4"C o o C S T e E L A. §` I oN Co"Mtn1,w[ CotiRPAc Alb 4 /j?e.,,0 VE F 1 .L I I � I " `APO'� tR r R F. 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