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V_- OBSERVED ..I,�.�.I-.'�I II II.���I1I-"­1�I-.1�-.�. 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II�1',.,,. 1I�­1IIm.I.I�.1.I,..I.L IeI-II�-,1-���%l....� ..III9nII1..��-_�.�I�.I-�; 2­1.,_.-'o._,..m--..-.�I�1�.-I�1 :1I,.;:m E 1I,1'6I 1:,I.I 1 I�1 c.1-.I.�-­I.II..I1,_1II,...1I..1."I I-j L,,...,� -.�-.I-'.,III.I.I 1.�1- I�I�I.IJ.1I I,:-�_.I.,�I.­zI..II.,��II,�I-1',.I.I .I Z.I­�II�-�..,D,�.­ �,'.1,.-I..I1.I.-.II�.1R�.I 1,..�.1-..,-I. II1 I-.�..-I.,.II I.1,,.It I 2.1111,I, ,I�1f_I.,I-.:LI.,�I I.�I". .I..�'I NOT TO SCALE ^q�� VjF. NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON OR � /:- -LOAM 8 SEED /✓LTA! ,/D / I ,, II..I.-I­I..II II,�I rP `/ TP Af' Z' TP TP REINFORCED CONCRETE. SCHED. 40 PVC. TEES TO BE CENTERED UNDER /5 NO. OF OUTLETS. , . I- - ____y. ^- a - L f7- m,t.,-.1'.I.,�...�.�..:I-�.1.I­�r,. III I.-.I�j�.�I I III1I II I�I._II�/.�..I-_-,.I-_I.tI I1 V,.­�­�I- 1.I_I.",.­-%I,.I.�-.11-.��.I"�,.II� �..1�­I�I I,..L�-�:I II.�_�..'I 1'I I�,.,,I� -I�IrI-1�I.�'.I.I-"-.�I.'I.I�_�I.I.I E.1..III'I,I I­I.1.-....I��..1-I....�.-I I._I -I.1.I�1�I�,.I I1 I-1..I�_.�I�I rI II,.II 1....�1...�..1-IA�I.I..::�I-_.I.,-�1 III,.,­, 1�­1II1..1I'�.1,­,I..��-I�.I.I rI�.1,1I.­�.I� I�..-�1­1-..�V....�,I II I 1�1l,.�1 1l1 1�l,���.�-l:.1 I�—III.II �Il I.III..'.I�.1­..I II.1.II..III�I�I,I�1,,L I�I, L-I��.�I.-I4I'.1�.I 1­II I.�.I�I�II �I�".-I1 I.I�.-.,-'..I.1,.,I.I�II. 1.I,III II��I:..I"I1­I 1­1I1-.:1�-..�,I_11�� ..,I.I�1,1,.I.I� ,I I1I..I!�1�II i�i II�1L I.�I�I. 'I I I1�­.­.I.---��I.1II�-1..I1 I��1�.III,1.'�1 1I 1I�I_�I1.I�I1..L,I" �1�I�.I I.,.I 1� � ;.I�I1I�I.II�.,.II�. I. .1I,I.II.. .11'1�.l'-.�...�.­I.I.I...���".III.I,I �.�' LII OR PAVEMENT `76-.'� = MANHOLE COVER, NOTES ��;< --- a.,/ /,, . 7-,e� 7 GRD. EL. -____._ GRD. EL. w' Z GIRD. EL. GIRD. EL. __ 2 SEPTIC TANK TO WITHSTAND H-10 LOADING -���•-��- r __� �� ___ 1. DIST. BOX TO WITHSTAND H-10 LOADING 2 MIN OF IIt3" i T � _ - .. N� A,'V7', I,I�­I. GW. GW. EL. GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR 1 1 I. L. I�*. GW. EL. __.-_ EL TRAVELED WAYS.WHEREIN H-20 LOADING I UNLESS UNDER PAVEMENT, DRIVES OR TO I/2" �/ - ` �' -L_.:..j2' 4N . FILL I TRAVELED WAYS WHEREIN H-20 LOADING WASHED PVC NLET IPE SHALL APPLY. 1 PRECAST - PocT:_ !_C///► �'onT G^`�/. SHALL APPLY. _ ___.. _ 95:!w __---__ ---,. .. ..... 95•G I I- STONE , P 3. ALL PIPE CONNECTIONS AND CONCRETE N 1 DIST I *� �9,• `�;,� p , �pg.� T ` �" BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF ---- ` SUB _>c7/L � � ,_„�R �"�/,L �,�,� CONSTRUCTION TO BE WATERTIGHT. I 1 _ cl r t C7 4 co b p, ; -------"--------,:- y __ . .. .... - I I I INLET PIPE EXCEEDS 0.08 FT/FT OR I N -,- `-- F7. ,"mi�� I I PUMPED SYSTEM. I tr ._ a iqc;. ; .. t ,ram/` . + ❑ o o » o d ob ❑ 0 . NOTE I/`F., - 12"MIN �----r"-;---J - - r, '.. .r „o L ,.t��. COVER 3 FIRST TWO FEET OF PIPE OUT OF DIST - z ` ' .. 'I'm o 'GENERA 4V•`�r Imo -- /O -G -- - �I - BOX TO BE LAID LEVEL. a T - 4 PLAN VIEW q n co 0 0 © = d a .- L .NOTES: I w I 4 0 ° I) . . WI AHSTAND IH 100LOADING r, 9Z � { I o y PRECAST " T UNLESS UNDER I. - THIS PLAN IS FOR DESIGN AND PAVEMENT DRIVE `OR CONSTRUCTION OF THE SEWAGE -. REMUVEABLE (' a, o,. - NORMAL WATER LEVEL i COVER w 4"TO 1-1 2' ❑ o L� rl o c- o ,� ❑ • _f I / y DOUBLET GALLEY r � � H-20 LO DINGYS Al_REIN - -- _ DISPOSAL FACILITY ONLY. /�1a/�MI F - - -- - - - - - - - > 1 /I/ I w WASHED 0 ra CD rj c_-� _ co n a (N' °' APPLY. 2`ALL CONSTRUCTION METHODS AND G6)t/k'.>'F INLET TEE` PROVIDE . LU I ` ,/ STONE ATERIALS SHALL CONFORM TO MASS. S r4AlJ _ I 1 _ -t- - WATERTIGHT > -`-- w (no fines) �gT D.E.Q.E. :TITLE 5 AND' LOCAL BOARD -"'` �f� 1 - PRECAST - 1,. r r, JOINTS(typ) .I I. `1 If 1i p n m C3. = C: o ❑ G° r' OF HEALTH REGULATIONS. I✓ 5G,-71� . i• L10UID DEPTH . TEELET „ NOTE 2 ' •,I r� , ' // 1 SEPTIC I. 5 .8 Ar-1 SEE I 1 1 ✓O 14 � rr > /' /'`r,-,"' I TANK , • 4 INLET _ I L L C Ro 3. ALL PIPES LOCATED UNDER PAVEMENT 7�At_ - _ 5-R I { - 1 / I 1 O ❑ [] ❑7 = f� cm = 0 CI 11 I . . • - - i J , �{, C , 5TO/✓5 i I �� I I- 4 OUTLET 1 r o ''' _-1 " ' OR TRAVELED WAY SHALL BE _ SCHEDULE 40 OR EQUAL. 1 b l -yam n i - O o o- 'moo d cab L - - - - - - - - - - - - - -_ ----- -- ------- -------4---_. --,_-� i -_---; L__------__j` , - •,I 1 6"MIN. . . L �j • I . o. v r e -- Z -- - - - -+ -.- --__..._._- Y'G. �f . BOTTOM ON LEVEL STABLE BASE <7:�P; "c` - vI O c� I. ; . . � � - -- ------. II I. �,GQ'� I .a u oa LEVEL STABLE � - -_- __ $ ,__ ._. . _._...__:_.___:_-'--------i--: ?^� r///=:r CROSS-SECTION ,.�,v, /: /5 to /I/O f'/e C , �//,//l, - BASE I { l. II PLAN VIEW CROSS-SECTION VIEW . , CROSS-SECTION . /I/c'', rrk;_ ,�?.� . CONSTRUCTION .NOTES: INVERT DATE: DATE, DATE: DATE: Q /,;d/ �. �T" : 96za ELEVATIONS: TEST BY: TEST BY: TEST BY: TEST BY: / "�,ys.'' �Y . c g" ' ? 5 INVERT AT BUILDING ___ �___ � rlrl.% :.yX� �' � "E='. . WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: THE HYANNISPORT CLUB 9?,R I. XZ INVERT AT SEPTIC TANK(in) f1, � .1:rr ^,� ;" .4' III 3. 3 9 -- g6 N , c�/fsa4.r-- INVERT AT SEPTIC TANK(Out) �- . .t q y i t. "rC rig! PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: /p' •, 4 a MIN./INCH MIN./INCH MIN./INCH MIN./INCH 0.5. FNp .INVERT AT DIST, BOX(in) -_ _ ,9,3 £� ,: INVERT AT DIST. BOX(out) ,: . 6 ,,? �. 9 . ., . . - . . 0;8,� . - \ 80.00 INVERT. AT GALL 9 EY /� ,9.s�,- r�/;1f=Z.> j \ . DATUM. ' BOTTOM OF AL-L'E'Y <' t- . _. gg,sra L , _ • y x y x 'c�sr r. - w...- 2 y , U.S.G.S. MAXIMUM GROUND , VERTICAL DATUM. x - - ._,r, 6 + s ® WATER 'ELEVATION . I \ , . 08SERVED G /a r. �o ROUNDWATER BENCH MARK USED: /ti�,tr / J ..1' / - . STORY I I E L EVAT-ION ' : , . W/F t__ ' - _f.-_-\-.,- -- - -_ . I GARAGE - ?-ST! . k 2 /Tr /� I ".. yµ` _ . T.O.F.£L.= 96.9 .� I I II .I I �I,- _I-._I_�.��I 14 kI II�;._. .� ��-�II_"II1�i����II:III i II I:IlIi.I�!ii,I1I iI�1�!: '*.I/II0I�O.I I I".IN_I,.F,."/.'\\M/.��.�I 7NI/--__­a;I._\--j..7 1-I1I7,-",_I.�,.I.­.,-�I',.I..,-_,_,,-<�.,.1_�7.I,,-�,_.,-�----\,I-1"--_-1_l, A�3 ,4 .'\q_,!_\�__--,7_I_�x_-I..1_.,�%1_­__O­-.i__m.�<U\:.=_I 1I--I,T,/,I N__I--I_­.-­.%.l.,zI�,II m 1�.._�1__-:_,.\_*-\_.,.__,.,,.F_% c/i I .,i�:�i�h fi�I::I�\.,­,�1�,�,!�I'�.1,,,.Iw-".,:--!II��.I-,�-..:.-I1_(?.I I�I"!.-/...�.�I'.�;.. ,-4,-.";,.�,rI..-...T.1.._�=��-. ---.-H-I�.I.11[II.'.I-l(.��I-__%-�11_.�..1 1..�I...I� I II�-I I-I� II_-.1__�.I,�1_�1.I__I -I I.­11 I IL.L1tC�,IUuU),3�.�0AIA.f II4,.�II aI1Ii I�-_�_QII.I�.:I��.-,I-�1­/.I.-_.-...:�:-I 0I-I----I�I_.IT T14,I... '-.I.I I �4.L,""/I�_\\I;.'_w..l�,�!l��I , . EXISTING : . �°•ec,P. D.8ox.-- ' _ . 6 I CESSPOOL 4 / _ _. .._ .._; . . __ � . _ . __-- _ _ / a09qG � - fi . .. I _ Q r zC ` t / w . _ g J -- - _ E- _- - - - D . / _ __ ESI N . . c. : ; g N/F DESIGN FLOW.` W/LL%AM F. BRASS/L ' ' -1> �-BEDROOMS AT 1 S" --) . 5 � v x2 f C.P.B./D G.P.D. gT I ----- } C +r d . I N/;= O BULKHEAD O i O O The BSC Group EDW/N S. 30ZONSK/ \ . i p _ ._ REQUIRED SEPTIC TANK: ' ' . I \I DECK 1 9 G A L. v o a 1 .--,- .SEPTIC TANK PROVIDED: = GAL. _ _ . _ _ _ ) . , . �. .9,Ir'rA'l ,` ;? 4 V' ., ^.�. --- 0 SIZE OF. LEACHING :FACIL ITY REQUIRED: Cape Cod Survey Consultants . �. 'S .eel-.. rr,"r,_. �_> , . / STY W. F . DESIGN PERC. RATE: _ _------_".___._•_---- MINJINCH . I S S f '5r_..w,_ I //.5 ,I i . 1 1 (�lL: i _- t5tlli 5 �t)�f'"��JIIIa E' ��f� I I s DWELLING 96 34F,V -' c�/il �yL: :,z .� f> �_ t�2630 I I � DECK I ,z' - ' ;"_C ►54r' :0,e* e,,�eA5;-,4Z?t. ` r _..,.. f,, 1 3E3231.3> - , I A/0. 50 I' I W ,�- _ O NOT, S 4 . __ 7 I � k SIZE.OF LEACHING FACILITY.PROVIDED: ,. PROJECT TITLE: I . = v / PROPE, ,' r 1 TOP OF FOUNDAT/ON . EL. 97. 4 _ , 9 ,, 7 �o T Y LINES SNO11 N hEREON 6YERE (,On fP/L££D FRD/i/ A f'�L i. AN ,. .�- � AGE DISP . ._.. REc I! OSAL ORf�EO A T THE BARNS-TABLE COUNT•Y REGiSTR Y OF DEEDS ;.,,.-, _ . • /lV PLAN 800K - PAGE AND DOES NOT f'EF;;ESEN T AN �- �, �- X Z : ' ,� ACTU � 5' /a 6_nD SYSTEM DESIGN L SURVEY ON TflE -GROUND. O :_.. � ,ar.' , , y . I O'II. ': . , . . ! ,=1 f UPGRADE Io ` - f 6 $ x,3Z - zs� s• .I' 4 s Z5b f..f?�? 2/ THIS TOPOGRAP/I/C-SURVEY WAS MADE ON I O ! i FOR . PROPOSED THE GRDUJ�D B� .�__ - g�X , B�i/I ESL E V /00.0' , ,.. O (assumedl ,- REND � 9�x h /o ,�,� � �� _ ,, NATIONS , T!r'A/VS/T AND .STADIA AIETHOD, __•. _ � ,,. I �; I ' W TAG &OL r NO. 34 ON HYDRANT , - 3l U,UDE I O IN � p.N AT p g.l FNp• fG \ , I ROUND UTIL/TIES bYERE COMPILED FRO,1I AVAILABLE E 1l ' O 8G! OD . fiECORDED PLANS OF UTIL/T Y CO/l�f'AN/ES AND PUO r, I I ,� :50 FI R ST A V E. L/C AGCNCI6 S � _-_ t I 2000 _ ..___._._-_-__-_..w._ 7___ .r•� .. .. _ LOCUS P LAN. 'AND. ARE A PPRO,YI MA TE ONL Y, BEF ,_ - .. _ ,:`, :,.._ u .. I r .:� _ ORE DESIGN AND rr f \,CG�ti�TRUCT/ON k 11 I -:ALL _„D/v:SAFE " j--800--322- 4844. _ .. ; _ . CATCH SASIN ► ' I - ,y IN RI Mx 9T.33 1�✓ , .- If ? I I ? _ _ a . `BARNS TABLE 0 T ? 9 . p _ g . g g o� (WEST HYANNISPORT 1. , , t , i ti 3 r . >, ; �, Q , . 9 .' 'k 1,II II"1 I,..-1����I I I II-�3-II II.�I II.I._1.-.1:..I III� . . MASS ; � - FREFARFE) FC)R ' �: J N -C .k / It 'a r. , : N i _�, NElL '& '.MAUREEN HANDEL r y !_ . - > . 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