HomeMy WebLinkAboutEngineered Plan - 201720 FT. MINIMUM FROM CELLAR OR CRAW'L�SPACE
TOP OF FOUNDATION DATE OF SOIL TES.
T APRIL 12,
10 T. MINIMUM FROM SLAB
100.00 10 FT. MINIMUM SOIL TEST DONE By L.M. HAYES
ELEV. CLEAN S `ND
YxiTNESSED BY
E
(ASSUMED) CONCRETE _'T
INSPECTION POR
COVERS -ED 97.9
LOAM AND SE
Ei EV.=
M A CU I*r*) CTn' I C'
PER FT.
I I I f �, ` 1`� �1- I [ �l
4" SCHEDULE 40 PVC PIPE V
2" LA��E_P OF
PITCH 1 /8' 70
1 /8' 112".
PERGOLA 11ON RATE hl N. /lI4 C H AT It
----------- =
DEPTH
HORfZ
TEXTURE ICOLOR
16 MAX.
OR FILTER FABRIC;
VENT
3.0 :k
FILL
S-
4".CA T IRON PIPE
6" M X
'7.0 V
NOT REQUIRED
SANDY LOAM 1 0YR2/2
(OR EQUAL) MINMAII
97.7
8
LOAMY SAND 1 0YR5/6
PITCH 1/4" PER FT.
FLOW TEE
MEDIUM SAND 2.5Y7/4
116-120'*
C2
LEVELERS
'FLOW
i LINE
ELEV. 97.0
10"
m C313 m 0 0 r-1 m 0
----------- =
DEPTH
HORfZ
TEXTURE ICOLOR
MOTT.
OTHER
0-41"
H TM
FILL
NO
41-47"
A
SANDY LOAM 1 0YR2/2
47-76"
8
LOAMY SAND 1 0YR5/6
76-116"
Cl
MEDIUM SAND 2.5Y7/4
116-120'*
C2
SILT LOAM, 12.5Y5/4
94.48
93.98
91.50)
83.23
0 087.9
ELEV. '0 WATER ENCOUNTERED AT --120" ,E
------ L EL 0 0 0 0 m 13 m 0 m LEV.
7
6"'Somp ELV r-5.72 o 0
ELEV ADD GAS 'ELEV. LEV. 0 0 [3 c 13 0 C3 cl 0 m 13
BAFFLE
D
ELEV. - 0 11 00=3000000c] -OF BEDR.00MS - L .7.
DIS'
o NUMBER
'AL UNIT
0 0 0 r��j CMEO 2 D, �C�70 AS 3
LIQUID OUTLET EL
ES I r It - P 51. wrl. GARBAGE DISPOSAL
DEPTH T .(EXISTING) 2 500 GALLON GALLEYS V0i"rH
4 FEET 14 INCHES
tO BE WATER TESTED TOTAL ESTIMATED FLOW
INCHES
DAY X -1-
5 FEET . 19 STONE IN AN' (110 CAI_1�'RVD E 7Z.) GALJDAY
IF MORE THAN ONE OUTLET z
WELL
6 FEET 24 INCHES TRENCH FORI�'4TIO �, 77 1/ 1 1 1 1 1
ASE) 13' X 25', X - N -A EQUIRED SEPTIC TAINIK CAPACITY CAL,
NJ � - R
(TO BE PLACED ON FIRM E COZONE
.7 FEET 29 INCHES ACTUAL SIZE OFF'SEPTIC TANK GAL,
8 FEET 34 INCHES SEPIICIA TA� N
INDEX SOIL CLASSIFICAMION
TO 1
3/4 1/2- AN SON'- AD'S_
_S�GN PERCOLATION RATE . m I N. /I
DOUBLE WASHED STONE A ADJUST E I
D
FREE OF FINES & SILT eraEFFLUENT LOAD!NG RATE ._Pj�_ CAL./DAY/S.f.
GAP SQ. FT.
PROBABLE WATER TABLE ELEV. LEACHING AREA USGS PROBA9
DIS, S. A L C
S'P
.,._,A!AG�' 7`0'- ��Y�M ��Al PRO 7 11 E OBSERVED WATER TABLE ELEV. = 4
7 LEACHING CAPACITY (AREA X RATE) GAL./DAY ,
NOT TO SCALE 'LE ELEV. = -P--
BOTTOM OF TEST HO
477.00 X 0.7, 4
:RESERVE LEACHING CAPACITY 7
_GAL /DAY
L
b,
1. ALL WORKMANSHIP -AND MATERIALS SHALL CO�NFCRM TO D.E.P.
TITLE 5 AND iHE IOVVS RULES AND RE%.2ULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BROUGHT TO
WITHIN 6" OF Fl,"'ISHED GRADE.
3. ALL COMPONENTS OF ThE SANITARY SYSTEM SHALL 6, E CA, ABI E OF
WITHSTANDING H-10 LOADING UNLESS 1HEY ARE UNDER 0„ W'THIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOAD64G SHALL.: BE
UD UNDER OR 4',ATHIN 10 FT. OF DFZiVES ORPARKING AREAS.,
7�6 SE4. ANY !ASONARY UNITS USED TO BRING COVERS TO GRADE'': HALL
kl
D - Er MORTARED IN PLACE.,
TICN HAS BEEN MADE AS TO ..d.,. Li Vvi to
5, NO DETERMINA
LIMIT OF 9`7.7 BOX TONS. OWNED IS
'4 DEEDED OR ZONING REGULA Ar .0,
OVERDIG L 11
'IATE AUTHO"ITY.
1A OBTAIN SUCH DETERMI"Ai[ON FROM APPPOPF
t- I I I Wt
N
5H0,, vI ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
ro 6. UTILITIES
13.00 `rt x
34 ,
"DIG -SAFE" -SBE-, 4-7233 AT LEAST 72 HOURS
C�A Is TO CALL "DIG .AT 1
PRIOR T0,COMIMENCING WORK ON SITE.
Y-47.7SOIL
*, io^, \, . I I
98.6 AS WELL AS
TEST AND 7� CONTRACTOR IS TO VERIFY GRADES D ELEVAT11O."IC
T 0 CCMM,,7NCllNG :",'CRI ON ,SITS._ ANY VARIATI"I
SITE CONDi`RONS PRIOR
98.2 �EER
CD is TO SE- GROUGHT TO Th ATTE'iTIO.Ni OF- THE DEESIG
97,6
IGN�ENGI�__
of
I MM ED t ATELY.
A.-
8. PARCEL IS IN FLOOD ZC;li'E
N
--A
J-1 -5 PARCEL
T LOT IS ON ASSESSORS M A P
X
'7 REMOVED FROM UNDER AN
N 10. ALL UNSUITABLE MATERIAL SHALL REE
98.4
99.3 FOR A MINIMUM OF 5' AROUND SOIL ASSORPTiON SYSTEM E,
DE
REPLACED WITH MIATERIAL AS SPECIFIED IN 310 CM -P, 15.255:(3'1
N
LOT .2 EXISTING LEACH PIT IS TO BE MP*
AND PACK91-LED.
e,
x 98.3
10,200 S. F 12. VARIANCES TO TITLE 5.AND YARMOUTH REGULATIONS:
T VAR 4 1
A. SO1 ASSOPP.TION SYSTEM LESS tHAN 10 FROM LOT LINE OF
Permit valid or REPAIR OF SFPTIC SVST'P M
PC I ...f.
B. NO RESERVE AREA.,
C�
95.5
Bow 44J'��ltl view and approval is re"ired for
NLY,i* dlie. to, State an( at septic varianc g.
rd o N. re
any knoy-atimts/alferafi.ons to
98.7
99.2 giwa4 hii Hr struttill :es illm-elling,
as 0 b
l,'9 S. 0
16 oepartment. q. ,
-7"�,L) V ED �)V,
9 3 ,
q& 2
o*
r
CD. p
95.4
-N T
DATE AfGE
I
r.F
CATCH BASIN E-1
GAS LINE REV. SHEET OF 1
C8 LOCATION MAP
CLEAN GUT
CESSPOOL C.P. 0
-7 T. kA. HA'7S, FS
F'POJ�7944- vq'I78 -5AS.D,`71 0 Q I
cl. _116 0.9 d.,, 2'1