HomeMy WebLinkAbout71 Avon Road - BLD-97-316 - Septic Design - 5-19-97 (Water Damaged)I
, T , - I ! I _ I , - .. . ..
— , ,.., - - , ,
7
L
f
T'C" HOLE 2 c!
I- f V-, i.,
7' Y I•
%
-7
j 97
r
I CU. -FT. t r-
Naf
•
C,
T 7 C* Ft70 F -1 C
r p,_%P�c7T
C7 j IM-401� Cl Ll,. C X
I' , 7 k�
----------.ti--
i77
r
I !_ , v A 7-
T
Ew.If 7.I Li
Z 0.:! '7
a. v
_lj A,
LELEV.
C, c's
E_nn sG E, rV. 20.0 • Su CX", s
�EV.
3 CULTS 3310's
DISTRIBUTION
ELEV. Z�Otr- lN V0 Il T UE
STON!: ON ENDS,
, , ) �"-"
15, S-1 cl
L
BOX
C -SED C4
(1c f. 1M, S.
I':) C ^,- 1
a t . I F I . _c_l__
10.7 r-0.5 Z,o f. 0! 1'-; j. 0� -i,.
T, V 3 j'3 TA G]93'0��_D;43 F-3 •TLET_ tt NIA
1-1-11--l.- I I . 0 - __-,3 F j"A . r r'JkTLP EN Cl, LRED AT ELEV.
V '0 0 GALLON- ---Ls-` ),IF 1'fr-`Re� TH A N� P' WATER E(NC;E��Z4' 41 ;L: r7t 3A 4, f 7 —'t7 7 EUV. —1 1� 0 j - ",
%rD 1 3,., r , - JA0
_10 CASE) S 0 0 cn, o tlj P,�jj 14-; C]t jq CT)
(TO EE PLACED ON FIR
SEPTIC TANK Y!/iAT
3/4- M 1 1/2- t c- 6�,\r,
-SYST�flf (SAS)
WA
SHED STONE
2 V 0; T A J U J AD Ll 31, 23", G
.Iv' a 31 LE END: DESIGN CALCULATIONS 3
ZVOOPC15 10 P3EVU;l NLl M 2, ER OF CEDROO
C.00 ','"4V3_2 TCR? n;,7,Zr)(3
EX S q SPOT ELEVA 75ON 00,0 ms
BOTT04 OF TEST H04S Cp w TE R s'! f r is -37
trl 202U F) 3,10-14 T 0 ljoToe- ZkPBA�`C_JMSPOSALI MT N/A
T"VU 1A.?C91 'l7AP5_)A# U�G� PPO 1"� I c:
-r •r ---) r, - 105;CoNe7p
won D I S P 0SAU71- C " t,
jp�, _RVM WATER-TAFE, rj-r�l, 2 i _T0TA0 T, OATED FLOW
, P -,W rr] L E OnSr __,_ I _j_ 'k 6�-
A T C q - tP'DTTlZ"A
363a
:X Ll LO—CAL/r.R.p- AY X 3 BR.) CAL/i, IkY
F, FINAL CONTOUR
L *f 7 0 A I q A D Y, 'A T 0,x'93: C 2 1 f UJ 'P3- LOCATION
P -W -TED SEPTIC TANK CAPACITY
sct;,_� TEST
JAZ) XMT 0,7932 -40 31(2 JAt713A -) j,� A_
J.; Y7!27U, AETIJ '_SIZE OF SEPTIC TANK GAL
y" UTILITY PO! E
AW 1*��IT TOA! 4 fA71LF Sri". c-ASSIFICATION
PERCOLATION RATE 2 w!; 11.
37Aq 14:� AJ03
CATt--i ElK!;-�l
A It A9 QViflAW TV3 I i I I EFFLUENT LOADING RATE GAI_ Yl�
—G
GAS UNE
A]IRA ZV _i!77
LEAWING AREA FT.
C\. JA;D C —a -1v (3TAF X A39A) -Y`T0AcLQ
LEACHING CAPACITY (AREA X RATE) 353-2 GAL./DAY
r? -E YTI0A9A3 OVIHOA3J V9Mq RESERVE LEACHING CAPACITY 353.2 GAL/:)AY
:23T01,1 NOTES:
0 0 7 IJF01�10:) CVA 9H,7•!AMNPI�,&
jjl. r SHALL CONFORM TO D.E.P.
1. ALL WORKMANSHIP AND MATERIAt S 5
-40 vlwCT !+T' CTIA Z 3,1:4. 0 TITLE 5 AND THE TOWN OF _n!iT�OIJITM
It �� i - -u,- 3.;-1 - Ru! ES AND
]E)6i�,,JZL 1-1 IV
38 JjAH2 ri MIJ YF,&,",I'.'A2 rjT 01 Y PC= ATIONS FOR THE SUBSURf ACE D?SPOSAL Or SrWACE.
2. ALL 60VER'� TO SANITARY LIMIT% SliALL BE BROUGHT TO
',le.rmiN V C.' rlNIS,4[D GRADE.
flTUOV9 Y
.3"APO 031iZ1!,!l
Jv17-;_'Y2 YPATIVA2 3►1`7. '31 2*1,.- lql)::) jJA E
3. ALL CCVPC _,JS OF T)iE SANIIARy SySTr_m SMALL PE CPPA-Cf'
.00
J A Dk!:CA.0j Cr -H WTRWAND' G H-10 LOAD!NG UNLESS THEY ARE UI
00.
10 FT. OF 'ES OR PARKING AREAS. H-20 LOADING SHAU F
.Ti CI V
uc -S CR PJAR014
SED Ul.,�ER I Y,*T 10 FT. OF DRINq- A'
7 T, r-�,,
it
FREJlZ` G O'i SIT -t- S AS VlLl �
Z� ;L A ji- 7. C,-)NTR;CTOr IS TO "�SFIF.Y GRADES AND ELLEVAT711,
A SITE COND!-ONS Mf". 10 Cmlkl�:NVIN:; WRK ON Ti_.
B. PARCEL *1111 FLOM ZONK,-`5 A
w 0� -S MA� A'S PAPCEI
9. LOT IS S40*A%4 ON AStXSSC �UA� 120
C qA)
3AA Z
ryp
10.- VP, OF 4' FROM H:CH POINT OF ROAD
REQUIRED.
.4
63 -f,ti, "OF OFIffA
TANYA
JOHN
1 ► , 4r' r _ _ , a r'; '`' ,,,)L, OtA
IGNEAULT
DA r Z.
ULT
DEMARESTi-JR%,
u No logS Z:
G 0 Id,436859 Z�
G
TAft
_SuFkV
A
HE
.-T 3OARD Or t I
APPROVED: E
T i I ii A DATE: AGENT
r
I q
CLIt ?,G c � 1�,jl � *,*,e- I., ,� � ,
PE �. I I I - PlZOPOSED SEPTIC DESIGN t,
i �,' 1 4
FOR
P-
AULT
LAViRENCE J. DA!GNl-
to• V
c.'s: mi 0
r
1_30 0 1�1 T U 0 (7 TI UTHPOR
M.
C, E3 4. C J
C,
•
r.
LA
00 —
L
17