HomeMy WebLinkAboutEngineered Plan - 2016ms
DEPTH
:-
COLOR
- k
0-11" :°
FILL -
CATCH BASIN
NO
A SPACE
20 FT. MINIMUM FROM CELLAR OR CRAWL
A/E : LOAM'S` SAND
1OYR7/1
SATE OF `SQ28�-:cd16
- -- -
''COX
BO!L TEST DOh;E F3Y.- t,d
18-27"
TOP OF FOUNDATION
-
100.00
10 FT. MINIMUM
10 FT . MINIMUM FROM SLAB
27-102".
-_
CLEAN SANS -
--_
tr1TNESSED BY `_A---KQ- � -
[57ATECALEJU LY- 28, 2016
=
ELEV. -----
C2 . SANDY LOAM
10YR5/1
1/SILTS .
104-152"
C3 COARSE SAND
2.5Y6/2
REV. -JOB
( ASSUMED)
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8, PER FT.
SHEET 1' OF 1
INSPECTION P
LOAF.; AND SEED
"
2 LAYER OF
TO 1
:: R, -; q
u�
y r�0� 1 ELEV.-._.
O SER E A 4 .
PERCOLATIO'iRATE r� 2�. MIN.%INCH AT 50 INCHES
REv:
DEPTH
HORIZ TEXTi1RE ;'
COLOR
MOTT.` OTHER {
0-11" :°
FILL -
CATCH BASIN
NO
11-18" °,
A/E : LOAM'S` SAND
1OYR7/1
ROOTS _
18-27"
B LOAMY SAND
10YR5/6
ROOTS :
27-102".
Cl _ : MEDIUM SAND
2.5Y7/4
[57ATECALEJU LY- 28, 2016
102-104"
C2 . SANDY LOAM
10YR5/1
1/SILTS .
104-152"
C3 COARSE SAND
2.5Y6/2
REV. -JOB
97.58
97.00
96.25
89.83
85:53 •" _
'--latV. _ _av,..w_ V . .
LEVEL �, o--._,e=='-�=__-. ____ o _ - 5.83 • "`
o :_ _ __,��= ELEV. ._ ENCOUNTERED AT 1�2 "ELEV.'.
/fi" SUhrIP L = 95 F0 ;.. - -- WATER : ENCO _
GAS = -95.77 J ELEV. -----
ELEV. = Y96.25 ELEV.
` I BAFFLE - .
DISTRIBUTION _a
ELEV. DES°N �vl..DL1'E0iS
6 HIGH , CAPACITY INFILTRATORS WITH 7.00 €
. pp _ �,�4_ STONE IN .AN y NUMBER OF. BEDROOMS 3 -
LIQUID OUTLETU®
r z 4.77 kLP,OVE SANDY LOAM ��/ _
ACED Ot'+ FIRM BASE�S`r GARBAGE DISPOSAL UNIT
M (TO BE PL ) TO. BE WATER .TESTED r 'F RATION
4 FEET 14 INCHES 11 X 38 Y 100*,TRENCH'FORMATION
d
TOTAL EST1*ti4ATED FLOW
5 FEET 19 INCHES IF MORE THAN ONE OUTLET --
�, 'n WELL AlW 2310 110.0 _ wR. AY X �'�..... ER.) 7k;_ GAL.JDAY..
6 FEET 24. INCHES 500 OLLOi�
TO BE PLACED ON FIRM BASE) SOIL 0SQRP l OAl C _" REQU1!:`D SL.EPTIC TANK CAPACITY �:�_ GAL.'
7 FEET 29 INCHES T A' ( - ZONE
FEET 34 INCHES SEPTIC TANK 8 E 3 4". TO 1 .1. 2" CLEAN INDEX �1.w3 (6/2026) ACTUAL SIZE OF SEPTIC" TANK t„ GAL
/ / N SYSTEI*� <tSAS) ADJUST 1.@a SOIL CLASSIFICATION IN
DOUBLE WASHED STO E
__ MIN./IN.
FREE OF FINES '& SILT -
•
DESIGN PERCOLATION RA �
' EFr-LUENT LOADING RATE' `GAL./DAY/S.F.
USGS PROBABLE WATER. TABLE ELEV.. = .. _ : /L90- SQ. FT.
r A v�►T� q� - _ LEACHING AREA
SEWAGE DISPOSAL SYSTEM S 1 EM PROFILE OBSERVED. WATER TABLE (7/23/2016) ELEV. $a.fl3
' _ fi��*Sx2X2)
NOT TO SCALE BOTTOM OF JEST HOLE ELEV. + C _ a?�'� GAL./DAY
(13X25)
- .., 'LEA
TNG ADJE-L GAL./DAY
LEACHING (AREA X RATE)
N
- . 77.00
,RESERVE LEACH CAPACITY '
NOTES:
L WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TOWN'S U
Pirc�iP valid for 6 PA16d OF SM=p'T1(' SlST :110 1 TITLE 5 AND THE.TO RULES AND REGULATIONS FOR
S e ar,el Local septic variances. THE SUBSURFACE: DISPOSAL OF SEWAGE.
®1�14.Y, du. to" . eat
97.3
Efl rat of tica""h.review'and npprovat is regquired for 2.: ALL COVERS TO .SANITARY UNITS"SHALL'BE BROUGHT TO
a fuf"ase 'artditit►ns/renu�ii(ions/aNerations` to WITHIN 6".;OF FINISHED' GRADE.
in • 3. ALL: COMPONENTS OF THP ;SANITARY SYSTEM SHALL -Bt 'CAPABLE OF
s:wa�,� frce...aes;and/or structures/dNell 1,.
-H -i0 ESS THEY UNDER -OR t>�'
z' 97.2
: , -. :. NGa ARE
NG SHALL BE
WITHSTANDING
LOADING UNL •
E�eattta Department 10 FT. OF DRIVES- OR PARKING AREAS. `H 2
!y D UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
_ S
4 ANY MASON Y UNITS USED TO BRING COVERS TO GRADE SHALL
U
P' �. . x 98.3 BE MORTARED IN PLACE: ,
O
DETERMINATION HAS BEEN _MADE A5 TO COMPLIANCi" WITH
OWNER APPLICANT IS TO DEEDEDOR'ZONING REGULATIONS 0 /
DETERMINATION FROM APPROPRIATE AUTHORITY.
®
\ 97.2 7.5 i�t"�". &t@' 6. UTfiLITlES SHt01"�N ARE APPRO'XIMATE ONLY, EXCAVATION CONTRACTOR
�P 9 IS TO CALL "DIG -SAFE" AT 1-888-344- 7233 AT LEAST 72 '! OURS
PRIOR TO COMMENCING WORK ON SITE. AS �`x'ELL AS
97.9 7.. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS
�. / 98.9 SITE CONDITIONS PRIOR `TO COMMENCING WORK ON SITE. ANY VARIATION
0 IS - - - -_-
- 0 D. � TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
0 80X._ �O IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE __X
Q S MAP �S AS PARCEL
P _ __
G
s 10 EX STING IS-SHOWN
ARE .TO BE PUMPED AND REMOVED ALONG WITH
l ANY POLLUTED SOILS ENCOUNTERED.
ro
11.` 'VARIANCES TO TITLE. 5 - AND YARMOUTH REGULATIONS:
T LINE VAR. OF 1.7').
C.O. :: ' - '- _ A. SOIL ABSORPTION. SYSTEM LESS THAN 10' FROM PROPER ( ,
98.J/ THAN 20' FROM FOUNDATION .(VAR. OF 5 ).
B. `SOIL ABSORPTION SYSTEM LESS
C. NO RESERVE AREA..
v
97. SOIL _ �,
TEST 1500 GALLON •o. o �"p� s
/ 98.2 99.1 - EPTIC TANK�`'
j
CD
x 98.Ct FEtitE,r, f" t, LuCIDW
99.8 ;,-fV'I
99.9 99.9
x 9.4 - a
APPROVED:BOARD OF HEAL"
•
- DATE AGENT
LOF 67
.2 _. 19,148.9 E S.F.
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR --- 00 ----
FINAL SPOT ELEVATION 0070
FINAL -CONTOUR
0
SOIL TEST LOCATION
UTILITY POLE
-0- ,
TOWN WATER -WSW
CATCH BASIN
GAS LINE
G_
CLEAN OUT
C. 0.
CESSPOOL
C.P, O
c 3 P
�hY " � 4�. 1
ROBIN r
4.. WILL1ANi '
F°
VUI` COX • x' c•
110.71 No. 1,3?1 ';
F �1.., Al
t,
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7733-00�dwg�7733-SAS,DWG 02016 T. M. HAYES, R.S.
s I
SOUS YDU5.
LOC USll
GP GQQ PQM -. �
A T NICKERSON �O,L
oCAPT SMALL
O
P®POSED' SEPTIC X53
FOR TT TT
CO, V SSs
IDT, 7°. OID
LOC. SOUTH. Y ..� ti.i l IIs , . M' ASS
P. 508- -SOUTH OD NNIS, -MASS.
564--8379 02660
[57ATECALEJU LY- 28, 2016
.� ,e _ 20,
NO. 7733-00:
REV. -JOB
SHEET 1' OF 1
LOCATION MAP
REv:
C,• r se � P
■n]
7733-00�dwg�7733-SAS,DWG 02016 T. M. HAYES, R.S.
s I