HomeMy WebLinkAboutDecision 2999 - Sewage Disposal) o FT. MIN. ( /jf/J
V
. I .'
SOIL TEST TDP OF FOUND. g
EL.= 10 FT. 'MIN.
4`
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 (s,o ' µ` CONCRETE
h a
COVERS 4" SCH: 40 PVC CLEAN SAND
4-8-)3PIPE-MIN.
'
DATE OF TEST DATE OF TEST DATE OF TEST PIPE- MIN. PITCH
WITNESSED BY L.M WITNESSED BY t WITNESSED BY `: I/8° PER FT. PRECAST e �F
PERC. RATE`2 MIN./INCH PERC. RATE MIN./INCH PERC. RATE' MIN./INCH ,: 4' CAST IRON (OR �Z FLOWDIFFUSOR 2" LAYER OF � ^7
ELEV.= 6.S ELEIA ELEV.= , LIz�uE / }r EQUAL) PPE-MIN. J 12" MAX r
PITCH I/4 PER FT. MIN. EL= 7.3 1/8-I/2 WASHED t`
77 _, - 2'-0" 7
- -� 2% MIN.
STONE4. •,� ?�B
TDP w SuG'So1C: P;7F_7
LEVEL y
FLOW LINE
13P-C"ITIb. SArdp" °." _ EL= Low 3 r
EL= 7. 1 10 MIN.
EL= 6 C- 0 EL= 5
EL= 3 EL= 6.1 6 o 0 o r=--3
.tti..0.b EL= C7.� - O° m a D a o v a Q -° O 0 ° '•�
wHlrsi lE stwr, EL= S 8 o EL= `-.
DIST 3/4"-1 1/2
Z%� 1O
14q•.-s.5 WASHED STONE
BOX
LOCATION MAP
WATER AT s' 8- EL= 0.8 WATER AT EL= WATER AT—EL=-
1000
T EL= 1`00
GAL.
SEPTIC �5T' rJL� � : OBSERVEDr WATER TABLE EL= o.& LEGEND'
TANK ADJUSTED GROUND WATER TABLE ( / / ) EL= EXISTING SPOT ELEVATION 00,°0
EXISTING CONTOUR --- 00 - - -
PROFILE OF FINAL SPOT ELEVATION lum
SEWAGE DISPOSAL SYSTEM FINAL CONTOUR
IJ NOT TO SCALE SOIL TEST LOCATION
TELEPHONE POLE -O-
-CLEAN OUT AND HYDRANT
INSPECTION COVER
.TOWN WATER
CATCH BASIN
° - - - - - - - - - - - GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL -
i EGC of wee �u� I I I CONFORM TO D.E.Q.E. TITLE 5 AND THE
�.
I L------------------- TOWN OF \/An oVTFi RULES a REGULATIONS` _
�• 1 I _ FOR THE SUBSURFACE DISPOSAL OF. SEWAGE
/ I -
2. ALL COVERS TO SANITARY UNITS SHALL BE
IL 8' n' BROUGHT TO WITHIN 12" OF FINISHED GRADE
Lor C 4 I 13.EXISTING AND FINAL GRADES SHALL REMAIN
Lo-7 C35' im { It {{ \� I t PLAN VIEW ESSENTIALLY THE SAME
I
4-NO DETERMINATION HAS BEEN MADE BY THIS
L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 OFFICE AS TO COMPLIANCE WITH TOWN
I ® [� Q ® [� Q O ® TONING OBTAINGUSUCHONS. OWNER/ DETERMINATION PPFROMT IS
ao°�' �-24" DIA. COVERS° O Q = APPROPRIATE AUTHORITY. -
r'¢y4.,�u �� 5. THIS PLAN IS VALID IF IT IS STAMPED AND
E,>}`t--, ,Y PLAN VIEW
t\ FRONT VIEW SIDE VIEW SIGNED IN 'RED. THIS OFFICE ASSUMES NO
RESPONSIBILITY FOR INFORMATION CONTAINED
To ee FRAMES a COVERS SHALL
S.s g ON COPIES WHICH DO NOT HAVE ORIGINAL
CF G 1 \` BE SET WITH MASONRY UNITS
RES
WHICH ARE TO BE MORTARED FLOWDIFFUSOR DETAIL 6. ALLSTAMCOMPONENTSPS AND IG OF LITHE SANITARY SYSTEM
IN PLACE NOT TO SCALE Q1 SHALL 8E CAPABLE OF WITHSTANDING H-10
! / I<.,n _ _ n:'. n::•: '• •:a.:.. LOADING UNLESS THEY ARE UNDER OR WITHIN
- MOVEABLE COVER _
` � w INLET p �— -'-..,�.a.....
1c 3 MIN. o OUTLET
RE t't^'nr „,,.� Its FT OF DRIVES- OR PARKING AREAS H 20
`ll < sr¢vcTve : \` = GARP E v6a Q' —'J► 6 MIN.FLOW LINE OUTLET PIPES LOADING SHALL BE USED UNDER OR WITHIN
'j�/!\; o c rc v� °•' 2 MIN. AS .REQUIRED 10 FT. OF DRIVES OR PARKING AREAS
10" MIN,
3 PIAY21 AB:,, 7. SETBACK REQUIREMENTS (MINIMUM)
O /�pU6 N• e: g FRONT A SIDE '� REAR x-
570 T,E Pl.'''ET_MINC*D
/ , FLOW OUTLET ) O NDN
,� /P wi