HomeMy WebLinkAboutEngineered Plan - 2018s:
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10 F !. M k1tylljV rF. ',.. &L TEST DONE BY S\ U Fr rti.
1 ii j 0 F . NA!NiMUM I f1'.I r,rN_ NcSS�^ A_L'
-- __ I ---- -- __-- --_
(A'sr��U' I:. CC"JC ' 1 e v 4�1 BY _
Vc S
2-2
— - —
_ 4 SCHEDULE v 4C Pc s
-�- j MINPITCH 1/8E . " PR FT. � ; rA c 2r, Et V.- _
1 ' P E �L � E -- -- A, ^ I p' C H C. i C' E
RCO _A,!Gra r? i ./' Hit Z a
- _ 1 { WASHED 4 !
6" A,Ati 6" e"A,X. ` �¢ S•0('` MA`Y � � ` OR Pi� r so"` � V'7NT to
�✓ A.1 i 4" CA. T IRON PIPE t �.i r----� E" by X �',,.t,1 �: ;.. `
4" EQUAL} N'. PIPE
\ � -�-�` � NO i RE0U' R-7-D t
l PITCH 1/4" PER FT. � \ C' C:'W TEE
LEVELERS I ` I
LINE FLOW \i �.FLOWe: tom - j
DEPTH
HGRIZ
i TEXTURE _ ;COLOR ; MOTT. 10THEP
7-57"
I, ILL INO
�57 60"
A
LOAMY SAND 10YR5/1
;
�60 72"
B
LOAMY SAND li0YR7/8
72-144"
C
;
COARSSAND 12.5Y7/4
ELEV. _ _S s.2 _ E _ C.58 10"
LEV. - ----- -- .:- !� 1 Y4 87_0 t
-THIN. i ` P WATER ENCOUNTERED AT ELEV. _
i E
% ELEV. _°a,73- LEV°EL I( 1 ' ° 3G°° °� ELEV. .6- n 0 _
ELEV. = S-S.04 L
LIQUID
OUTLET
QEPTH
T EE
4 FEET
14 INCHES
5 FEET
19 INCHES 1
6 FEET
24 INCCHES
7 FEET
29 IN-HES
8 FEET
34 INCHES
BAF� E ELEV.
S. N, s»' �kY ..vi^ &tl:x•3_.t ELEV.
TO BE PLACED ON FIRM BASE) TO BC',IA ER TESTED
r(e♦ {�yp�>" +"_.S IF MORE THAN ONE OUTLET
r aT pp } g (TO BE PLACED ON FIRM BASE'
3/4" TO 1 ' /2" CLEAN -�
DOUBLE WASHED STONE
FREE OF FINES & SILT
_". NOT TO .SCALE a
gcLE
TG
Ip
I N V.
96.92
c
a
SOILl1
TEST
9 7 t
1500 GALLON ;.
SEPTIC TANK
lv i.-_ r4
4 HIGH CAPACITY I`'i RATORS WITH t
STONE- N AN
r7.C,7
11` X .�ivA X 1£3" i PEN CH FORMATION}
WELL - MIA—
;�.-. ZONE _
INDEX
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV.
OF h
CBI
/ Jt3ln4lQ� )
T
"JAL LPk�. '
NUMBER OF BEDROOMS
_
GARBAGE DISPOSAL UNIT
_ _ r
TOTAL ESTIMATED FLOW
( 110 CALPOMPAY X —3— DR.)
_.3-'�"_ GAL./DAY
f
REQUIRED SEPTIC TANK CAPACITY
17'1- GAL.
I
ACTUAL SIZE OF SEPTIC TANK
GAL.
i
SOIL CLASSIFICATION
DESIGN PERCCLATION RATE
EFFLUENT LOADING RATE
0,7 . GAL./DAY/S.F.
LEACHING AREA
SQ. FT.
/
(11 H�z- )+(47x2x1 01 12)
LEACHING CAPACITY (AREA X RATE)
3f-�g.P, GAL./DAY
r
RESERVE LEACHING CAPACITY
GAL./DAY
'
}pp
r
1. ALL WORKI'AANSHIP AND MATERIALS SHALL CONFORIM TO D.E.P.
t
TITS 5 AND THE TOWN'S RULES AND
REGULATIONS FCR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUI-31!T TO k
WITHIN 6" OF FINISHED GRADE.'
3, ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE iJ N DE-R OR
1C FT. OF DRIVES OR PARKING AREAS. 'H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING A7,EA.S. f
4.
ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE
5.
^•:0 DETERM NATION HAS BEEN MADE AS TO CO.PLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO � 7
OSTAINSUCH DETEP.'4NATIO`v FROM APPROPRIATE AUTHORITY.
5,
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATIOIN CONTtACTOR I t
IS TO CALL "DIG -SAFE AT 1 8E;8 3 4-7233 AT LE -AST 72 HOURS � !.
PRIOR TO CCMIV tiCIN AOR O`d SiTZ. s
7.
CONTRAS rO;r IS TO, VERIFY GRADES AND 'ELEVATIONS AS V LL AS
SITE CONDITIONS Pr210" TO COM,'A-,Nr!'aG WORK ON SITE. ANY VAR;ATIO.
IS TO RE BROUGHT TO THE ATTENTION Or THE DESIGN ENGINEER
IM',':EDIATELY.
8.
PARCEL IS i^1 FLOOD ZONE x__._
9.
_
LOT IS SHOWN CNI ASSESSORS MAP €'r� AS PARCEL _T
__IEEE....--�_.._—___
_._. ^ 4r
_�.. .,.�,:•� n CI A i +. TOOT sI- Ch I _ RF—M -UNDEI AND $
FOR A MINiMU f 07 5 AROUND SOIL'ABSCRPT!ON �S ETM Amu-'=;7
-
CE ,)'
REPLACED �1.r!TH MATERIAL AS SPtiCiF;C�D (N 3ti0 C,,i=R 1�.25a:(3)•
11.
EXISTING CESSPOOLS A~E TO EE PUMPED AND REMOVED ALONG W TH
ANY POLLUTED SOILS ENCOUNTERED. ' s
C
12.
VARIANCES TO TITLE 5 AND YA ,t:!CUT, i REGULATIONS: f
A. SOIL ABSCRPT;ON SYSFrEV LESS THAN 1C' FROM LOT LINE (VAR. OF 1.6'). j e
B. NO RESERVE AREA. !
f �.
T c
�r?N �
DATE Ar'FNT
J�... ...
FOR
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