HomeMy WebLinkAbout83-1148 - Site Plan_, r, r n�
•
`INVERT ELEVATIONS , I5 pee v`j �iy i �,at/.r y pEsiofv ,cALcuLArION3
SEPTIC SYSTEM
CROSS—SECTIONrn�•�usY -f /�c�LCTi� A/
I O FOR A BEDROOM HOUSE WITH +V GARBAGE DISPOSAL
OFOPOSED FOUNDATI N OP 11.00 DIST. BOX INDIST. BOX OUT �'5£PT/CTANKt b0 X.150 x, Q0
/CEACHINO SYSTEM IN Z�•r�
r 2i'kG SEPTIC TANK IN �- USE A _GALLON TANK-
i 31.00 ,--- / Soo
liEA�Y L'v � �J � p,qN � ,-''\
{ q 4 r- LEACHING P/T,
S /
,�,.. � (' CHl ' us/Nc 2 -s'x � ' P/T W/ 2 'STONE
` I .w �.., (.•a. ..... _....:��T=•'+.eiTri.i• (i'f•\ / -� AREA I
pGus l eek e �' S/DEWALL I HEIGHT X 2 X TT X RADIUS j
t
ISI
rof x2xiTx yr FLOW
\, ¢ C '_i %DMC / `ASF. X 1.5 GPD/SF•,�F7LZGPD 1
\ i_� Ti -� BOTTOhf 1 TT (RADIUS) `2
G SEPTIC TANK OUT LEACHING SYSTEM BOTTOM 1r
1 LOCUS MAP EXIT 1'1 _-1
Z?,7.'j S 2: 7B.S SF x I CPD/S.F t GPD
5 �;Q' S.F. = TOTAL CL P,Ys�: CS`I9. GPD
DE fv 0
!tr_rStONS
---•.
BY'
GHa��p,�(XV
AVV VffNA ?,t Ic
�lite
Mt>IE C1i1,(?lu'i te'
G
i
1
i
Pitch 1/4" Per Foot(M'n.) ILSERYE 61 GPO
j O 2y. GRADE (V'n.) I
I - I
I 0
FIT2
3t✓In. ,.2"of y8 -:%2 washed stone2 _ Min.
M.in. U}•
—_ IO jll •.. ..:.... 11
LEVEL
`r f; y. tC_ F + _V!! _-- 4-0" Liquid FOR W oa
L�''1.=rr. - _ (x+el DIST. eOX�Q
ff / x
t < AQP POST :,... .., ., .:..,: Pitch 1 /8" Per Foot o& /
•, 37x g � tx � O0 GALLON SEPTIC TANK
36. UTIUTIf Q QP
i 3 1 �+ o
I : � • ` `�r E i t�G �y 6 4Sch�•ie 40 P.V.C. /
Washed 1 Y2
d I+z -•i
of EczAv- enr NOTTO SCALE
LEACHING PIT
TYPICAL CROSS-SECTION
0
2 P.—
ix
441 G,
16a (c
t9 O .;/ � •` �4iD � ; �.:fa' I' % 1 /' I _ _ (VOTES 1
-u�T 1 EL £YAT7ONS SHOWN ARE GY FEET ABDYE / 1
/ Q l >1 j /j ;{ �` I = , c j;RTtONAI til- I& ERTtt At. �jATUM
/I L tt ` LLI
eF IiZa•
(u ` J f p f' "! (i 4 F I ( C+; I f c Q ACCESS CO'✓£RS OF THE SEPT/C SYSTEM
` 3 $ • igp /%I�' iy LIJ
0 - LQ/T 1 3 ARE TO BE WITHIN 12 "OF PROPOSED GRADE. 1
l
c!1 % Q 3 r r _ 3`\/ = ap � J J� 14 xt' , 3C , 6 c t ! 3 1 THERE 1S TO BE ONE FOOT OF GROUNDCOVER
/�Q O'✓ER THE SEFTIC SYSTEM . ,
Z,t 1
�4U CONSTRUCTION Of THE SEPTIC SYSTEM 1S 70• ! ! O 36 � m
rot 0 t + CONFORI.I TO TN£ STAT£ SANITARY CODE'
0 TITLE S", AICD TN£ TOWN OF �!:I(AfZ.MOUTFt• i
✓ ,� a r;' l / P ✓ t' `1 1 BOARD OF HEALTH REGULATIONS. ;
(� / rt• - i ' ` .. ( `r'k t '1 ` ; h ,,.. DESIGN LOADING OF SEPTIC SYSTEM
n
/ ( `f •' �,,� _ �` [, ",d a ' SEPTIC. TA 1/K -H- Zo STRENGTH
HC j• ice, .'` pi 'c`. _ c. L DIST. BOX H- zo
j ELECT r tf�' \•._ 1 I'\� 1 ::5 ~ °r STRENGTH
19 7 10 9 S LEACHING p/T H- 20 STREN07H I
a
Lu
r/
U \ ( - - o
-rjl O<j 15.5 i
-1 TIES t o� '14
�',
HQ.�.A. C' -•R' •. _ i .•_._=p I 'I� x7 'I ('�r T� �� DATA
_—__.-_ P -
SOIL TEST DA
\ \ t % y eP �L� 10 t7�
• Sumo. P(�a .•.; �= _.
sLJ.FTf tax
J �. M LOF•t'1 t LOAM i
p
1 fLDkG'/�� 4-ln fit% l , r 1 Lq"f �' -* +� Su5sf131•I S1 SueSott vJ
w
.: .-_-dig ✓���� lS
1 1
KEY
a t
X
EXISTING ELEVATIONS
EXISTING CONTOURS
1
PROPOSED CONTOURS — _ D•�N ct t' a4; �c cr `
TESTI'IT LOCATION }}',t4c g'' 4 ��(% % 4Q7 ) O ikh ZI.1
CATCH BASIN Dt� E �wi�• ' `: "� a WATER f0'J.':D Nv WATER FO D '
41 : ,• .,�^t TEST kADE 7 Z.tkol TEST MADE
UTILITY POLE c �c� �, ` �1' 1
�'�y..sA•.APat'�x WITH V'�AScti WITH MAScfI t
--a -- PERC. RATE; LESS THAN Ml11UTE PER INCH DROP 3
LATE AGEtiT,�ARMC- T.. BOAF2D OF HF A,.TH
F.D. io L x
• jTRU��LD Will
DATE I Q I �-
BRAWN
J • �'G t1A1S11�
CHECKED
6sIPI:S I
pyITE�I
7 CALE
JOB NO.
�lF3 141'
SHEET
OF TtJ O SHEETS