Order of Conditions=- - -- - LEGEN
R�rb\/�P�LE �l:R�IGE S"Ti-i. �E�vER r�RI��C WPh' TH.
I1,14bP5(,-n0Q <.o%R :6E#\P_0T tAOKrF-k -WATER-
PRGY��iNG1 OL11"51DE r _ 0AM 41 roEar; 1:�l.Of iU2(Z M Imo- o f= ';YMTV,_)l, ARRRFV. DESCRIPTION
Ge��� ( i -2% TO PKA 1 i-: AWAI' O M rCP I5:P-
///=///
FP FFY-3E Or P1IVING
L 5A044INca LtiTI lZ.."I,,
„ L►Q � I p LEVEL w wAT
9 r•,>z
« '-1:L}I PP1.F.j I WA EXISTING CONTOUR LINE
uJ
10 it �/G L1 JA '` PVG ol_1rLET- I�l�►J ���• G.Ir2at�l_ "`" _ i i 3/ it Vol,-
14 4 P GA LK rE2 LI:� L F- 1Z 3 - S5 5- PLAn! �- L— - - __ 4
— 1 w GKI IJ "� - --ri,
�4 - ! ,. WASN� , ?, �-- to
16141- / PAt � 1<t - �RR.�f��gt�E tJ a�i,i T __ _ G � USH � yi o rJ c -.
T „� ��� ,,, • �--• NEW cor`rrovR LINE
OU ► ItJLET �+ D�T1- - (?Et/40VA3t_f; _✓ � �SILT B1IRRIER
lQLE-r oUrUZ3- 5kl11T-AKY ��I
-� 'Q -(ECS A. ROTO1J� �,� I N - 2 I� a' l.Q�EtL�•lyE 5tor;,: LIMIT LINT Of GRADING
O
* �3'r I oo P R ��r - - - - -_— -- =,� ! - 5 0T- o » ev T o I =' ' <� L a .. .. Cn d w r T;, a•t.1 . .
3 _ _
RI;INF Go►�IC.• TASK L�vEl. e .I-L. �-- T
8" , �.00 IIIIJC GVCB GATE VALVE & CURB BOX �
.4� r\16; rf20/A �Pt1C is t�2t� 2 - �r7' cQI "�- ----
aNK -.GALILK �vt ER " _
3 - O1J Ui.J(�ISTURPjEO eARTF4 Tr4a T- f�tL-1f�1=-J=tS K�1�K-oU oQ r-IR/A boiL�- - LdNt-1Tur2i1 A\L �EG� �Di� G ISO_iO J EC 1 lGr� rtf TIRE fiYDiv�rrr
Ltr T� W _'�i"' tLt�' Fr i" To
Fog AL-r' LoC,I . A. fZotor lQo ''` IJPJ - X [) E TA I L_. D r— L. .. J'1 G H 1 N � IFD � L� o
• - i�IC7j-� : WI i�Tl-•1 � 4' � 10'' O.A. G^►�.lG , �15 �
EXISTING SPar GRADE
G� / Q FINISH SP(.yI' GRADE
D62 o f'ti L . ` [C PTI V - - Q K PROPERTY LINE
►�o a�� p�TAI L OF f�I�VI2I bL T-I ON P�oX
o hoALt;
GENF.RAI. NOT -
.� . No heavy equipment shall be run over the Disposal SysteT�• # '
Mat GI-4 LI!-1>✓ - , � - � _ ,•�. •.
M' b Board of
2•ICGHIr C,r 'C�l.hN L} -� - • '°" F'tn��•ci �. : ��,�� _ 1 �� __� __£..� i i.. Installation shall be in complete Accordance with Title ' _
., q
-- — Te�
T\�}leAlt}1 RPpulato _ n a .Ps o shed have less thAn .2X material.3 Sto e sh 11 be of sir sh wn wA 6 0 �u,�,��finer than #200 seive when in place, 6 tested in Accordance with
°.. �. K.c A.A.S.11.0. T-11 & T-27.
Red�ate
14.1
` -- 1. Any modificntions to the work shall be an roved in writ'-np. bV.the-
I
4 t•
P
a r
�-•; _ - 3 ,. - y I, Fn.. ..€-r., a,ui F � .. d of .Ie::a`; prior, .., F. =r
•
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_
O q�'I ►�- / / Yc - "` - �'� P` Ai�T>UtaR�" tn.rEt F ✓ -: ; \M c t a,- - ^ _ S d n
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s.
PN
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5. Notifv Board of Health when stems are ready for ins
- _ - "' -.' �, ��•, , 5 Ilnsuitable material in the disposal Area shall be removel 6 replaced with �,, �^
- _ _-2� ma5
terial to the limits specified in Rep. 2.17 of Title V. F..xcAvation- b new �- a
s��.` ' materials} PP by Board.
to (� NGI-4 {„'�A - 1 .-° R- / I - - - - - _ - - _ _ r 4y:: gall be approved -
- "
. y.
Y
-Ca Z r•
'1• Q /� ��'� ✓pTL 1.•� I �j - - - rc US �h' `\ r 7. Sv4tPm is not designed for use of garbage grinder. 0 _� C
t .IC.. (JAIL f I-1 O A,;� "r►Z - ' - '✓� ; _ i
1 _ - - .%' _I . y t > time b location
+r h ~ i, Soil Lots Are indicative of conditions encountered at th• Ci
� •- .: !ham �/. �• (p , co �' � N cavn� •�_ % . � � � \�
* `•• to � ,.
.�....... ._ ..65.,. _-� -l3- ! • „_ •:�i,',' i .t ., ., of test only. U� /\
chi •'t _. < - -v. - . i t.- •. LJ
Pam... Island C� P W
N ��. / `. '' � / � .-., ,,asposa+� • - 1� - _ .�� ty ,' s •, • . I�IAh ,i=-O • ii U' --' „
'IV,c;; \ __{ M A T E R I A L S CT) ri ,n G
O ''`�` '• '. �` .� / \ ' JSSfUS, •�"� ^ .. `.. .. j 1• -.:. '(I
l.1_I 1
-�, llatarr•at•• P + 3s[ iron soil Lpe.
• A•vtDI ID \/r1�t i.+f-+t�"n b \ r// Via. , .. ;T-,_ .. .. ,. � � ;!y ra .;b Ao�onagansettPo,r.�.-� ,Y'.. t g. P L
e. • 1
. � � -._. • -_. - � -'�' �ra. fi•• .h',' �..• . f• N �. '�Recrea t,en A,ea\:. AO�'/� '..
. 1. Building sewer from foundation to septic tank shall be c P -
f� ` ^~ - \� ^ �' s Piping from tank throe ,h Di.gtribution Box 6 to DLgposnl Svstem shall be �o
GO G_ �T�-� - - �_ �, I ;. k; ''� '• r. �. 1`k A\ �•a:,� [ �°� 2. p g P w �
Joints.
1 VyP '�o•P aN� ohns-M ansville TRX-11 - SD R-35 P.V.C. with ring tigh? J �>- Cr
1 �
J
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` 3. Leaching Lateral4 shall be perforated P.V.C. Pipe.
-0
�nf. Concrett,
��, � j2� F�,• 4. Septic Tank b Distribution Box shall be 11-10 Design Rey (
1
• _ ;y , t 4t x / � 60 o M 6 O DATA o� �'EF\'e TEST Precast, manufactured by A. Rotondo b Sons. n J -0 (,
fi 12 \ 0 u l t'.� �• i g 9 1
�,o Ld�. M -rnn t � 5. Refer to General Notes for stone 6 fill. m
,*fi-7 4AN F.•1�`f ►�a,�r'I 1 . ouPs�af !� ItJ��I;GToIC: LU
I �-�► I L.T �A I R- o v + I I. x �� d----- 2
a;..i�, O �l G t3atr-+� / I r,.. n z
.,d trlNt%s o DATE OFWATEK"(AP�LET�Sr� o u
BASIS OF DESIGN
a�>�I t.lei
; I i :.._...v _
7�c1.Jt �r IfJiPEGTo�;
y
iZt%�if�{Z�J>✓ AZ.f�A►-- Dail Sewage Flow a�
/ o� (,) R.R. @
G.P.D./Each �'J�jC G.P.D. i
/21 V,
'1� ! �� / �� .I O u -I O ti Septic Tank
-�O 4 ff �i-=- $4 64 G-O' Gtt 150 X of Daily Flow
/ / I / L n. 1,,1 1.5 x -j � G L} e7� r„t* L.,
. J �� ID / �. / / (< �•r TEST PIT �O�l TEST PI I ID(OiV Use Standard Tank - ;Cc�O Gal. `
.��%:'-'� ✓ LeachingRequirements
1 sd
Al^1 { 1-i 0 .�T� -'- P e rc Rate a 11 �. 2 F •r! I }..!
►� / " • C'' W{eT �' = r7 2" WTE R Bottom Area ! �a 1'' i G A L. •. ,
• �t
rf �, ♦ ti, � Side P '•�r+' d.'f.' t!_ .T� F9.
t^i � /^ Ic...i ".�� ,,..•; O � / _ , A Tfl a � `
t'i I i
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G • Wft I K ��v - .�• `".., ,. J C• x
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1 vr•-� �.L o c / i- / Qo Q '.r•�' - — - -'!'' C
'� ►-� C� I` ol, P24a ✓ \ I C l , ti f o' P E I��. (� T� = I tt G 2 h-r1 I N PEF:G (ZATE _ f ✓ ' �� j ' }-r= r' G' "
Sol
'�'�., ► I'j 'r 7�?
E?2C.0L-� 10N _� ESL I -s-'11 r
I� T- T � T •-T`� - ray . �. � G� �.i•r--�-t' ?r, � ol.I � �
I ve
o�
v 1-�r-�
Ot'� .pouf--lf��•oN God C�u�"'Y �' / tl j±
8 3 01,
NLI
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`� \ � ' �/ � �/ .• I Z . of 0 1 1. �o A,.
`c - _ _.• -/ 1 oao Gtit�. �P 1�1'1G TaN I , I I ".i 1;•.
' �wlOt = GoMMOI•t
r Y tl _� - IZ-a plc��,..�j?jcj,g �, so
., l�,rf' L'U `!1' o ?' fl>D R-iJ r%�• f 1�1 G t,a IJ�%'-' - c�? 17 ` �J. C� . I --1. r�'i -a (f P }O. 1 5 .
b-I to
q. 1.0'F' LA t4 t'� a y r•� . C
t% Imo o fJ i i•1 ca Js t -'
t - �i�. WA�(I + sitf --..,—.:, .. .,w.aer_`.,•y4►we:. _ �.
\\ o IU'- V! -'YP1Ga V C�,�-1W t r'' Ll.. �;-l1�...L=XTt1.t17• <'
o� V( G*,.F•vt�l.• . Y'r� F lrsC�.v I L?"t' 13ft? tii.i.''"c
g'' AC
s •� \ � . Yf 1� �{la�If��t/2-I--`}''0 L,(J{ �PPr�. trs'et%7` !p-a:.tIp l��tZr•MoYuaNtt.7,lP 1_SV�i11✓ %'
rool-
NOTE:
_O
Property line information taken frc •n amended subdivision
plan o° Padnaram Harbor Shores dated August 15, 1991
by 01de Boston Land Survey C- npany. Wetland flags
%r -oF F0LI0rJ= 12.50
W\/ I►J T-A.QK= ?.Q,s'
IfJ,r. � I..Ir-.ar C,,.70,
I I\I Y� H O I..J G- F = _� O t
I ►J O V T T_A O J� = '7 .6n O
l
C.ELL(cam, C-1•
IQ\/. Id Imo, fbox = C..ell 0
��'t'. 01✓ 13t��� � �,.Go'
�
Fltil.G�. FoIJrJO='I '
IQ\/ OUT 0. ISOX=l.7?'
WATER = F5- . �.co'
deUneated by Carr Research La` and located by Olde C r\/ I
Boston Land Survey Company. T^pogmphic information �Y� L lA fKOFILE � L G V,4 I QQ �� U
taken from roadway improvers t plans of Padnaram plZl7_ �jLALE
Harbor Shores -dated May 7, 1979 and prepared by Garcia �G r� f it
Engineering, Inc.
W
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JOB NO. 1,-
DWG NO.
00r ,