HomeMy WebLinkAboutEngineered Plan - Rev. 2005-7777777777777--77
HORIZ
i SOIL TEST
COLOR.
;
OTHER
.
FILL
20 FT. MINIMUM FROM CELLAR
W/SILTS l
11-24"
15 MIN.
W/ 1.5" REMAINING
<2MiN/INCH
NO G.W.E.
DATE OF SOIL TEST -� .4Z2. T
-------- '�
C1LOAMY-SAND
24-40"
10 FT. MINIMUM FROM SLAB. OR CRAWL SPACE
��
SOIL TEST DONE BY TADCO----------- 136v
TOP OF FOUNDATION
2" PRESSURE PIPE 4" SCHEDULE 40 PVC PIPE
CLEAN SAND
_
2.5Y7%4
WATER ENCOUNTERED AT _-84_- ELEV.' = --`7-0--
WITNESSED BY S. BASK___--___ _ 1407.
ELEV. - -
ELEV. _ _ 9_95_
10 FT. MINIMUM - 150 PSI MINIMUM MIN. PITCH 1/8" PER FT.
"
2" LAYER OF
1 /8" TO 1 /2.,
-_--'
_ 14 O y
OBSERVATION HOLE 1 ELEV.---_- - (ASSUMED)
4 SCHEDULE 40 PVC, PIPE
WASHED STONE
::PERCOLATION RATE __<__2 __ MIN./INCH AT -_�__- INCHES
�" MANHOLE
MIN. PITCH 1/8 PER i7. covER "
15.52 MIN. VENT
•
.DEPTH
HORIZ
TEXTURE
COLOR.
-MOTT.
OTHER
0-30".
FILL
FILL
W/SILTS l
11-24"
15 MIN.
W/ 1.5" REMAINING
<2MiN/INCH
NO G.W.E.
30-40'
C1LOAMY-SAND
24-40"
10YR6 2
��
40-132
C2
MED./000RSE-SAND
_
2.5Y7%4
WATER ENCOUNTERED AT _-84_- ELEV.' = --`7-0--
-- -
_
-_--'
CONCRETE
COVERS Z_
4" PERFORATED PIPE
3.00 4" CAST IRON PIPE " X 14.77 MIN, PITCH 1/8' PER FOOT
(OR EQUAL) MINIMUM J
° ° °
PITCH 1/4" PER FT. LEVEL ° ° o e 0 0 ° °o o ° ° ° o °° 6" o
BEL A18 0 FILTER ELEV. 6" SUMP c o ° ° ° ° ° ° ° °� ° ° ° ELEV. = 13.40 _
FLOW LINE
EV. ELEV. = 14.38 ----
h
HORIZ
TEXTURE COLOR
ELEV.
= _11.07
0-11
A
10"
W/SILTS l
11-24"
B
LOAMY -SAND
24-40"
D -BOX ELEV. _
MEDIUM -SAND -
40-144
C2
SANDY -LOAM
WATER ENCOUNTERED AT _-84_- ELEV.' = --`7-0--
_
MIN.
'�
14.27
3/8'
H .,.. 20 ------
"
.� - 4 PL'RFOR T£ PJP�`S IN AN
A D
•
5.50
ELEV.
10.4
- -- �
-GAS
BAFFLE
a
1
HOLE
HOE
TO BE WATER TESTED
JN AN 18' X 36' X 6" Fl£LD FORM,4TlD,N
-
WCI_L f�IW 2W
ELEV. - 10.15
---_
N
( TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
.n
ZONE`: -, At_...:....
INDCX 71..-._
;,
"
3/4" TO 1 1/2"
CHECK WASHED STONE
SYSTEM (SAS)
ADJUSJ_�• _
LIQUID
OUTLET
DEPTH
4 FEET
TEE
14 INCHES
(TO BE'' PLACED :ON FIRM EASE)
VALVE
5 FEET
19 INCHES
1 500 GALLON
6 FEET
7 FEET
24 INCHES
29 INCHES
1000 GA.
GA
MYERS SRM 4
0.4 HP (MAX.)
USGS PROkiAf?t_E 1�lAiCR TA11C ELEV, 7,t1....
TAfILE E.Lf;.
8 FEET
34 INCHES
-TANK
PUI P
(OR EQUAL)
b85ERVED WATER (4/14/05) V. .
HALO
BOTTOM Of` TEST HOLE FJTIV: � ,._3.11..:....
t7•' SOIL
TEST
CHAMBER
PUMP CHAMBER CALCULATIONS:
" DATE OF SOIL TEST 17.
12L05
2 2
-___--
H-20
REQUIRED FLOW PER CYCLE 25X _�30_ � 112.�r� GAI_/rycL.r
C�j SOIL TEST DONE BY
VOLUME PER CYCLE _fix- GAL/CYCL.E /7,413 GAI.-./CU FT, cu. CU. f T,/CYC'.Lk:
-
Q
j
P` �x 16.8 WITNESSED BY _-B._
_!,A-DLQ----------
L F.3PIiY-__-----
ELEV.
AT INVERT INLET
_ 9.95
- -
VOLUME OF WATER IN PIPE 3.14 X 0.00694 X ..,,21_..,, f t. CU. FJ.
TOTAL MINIMUM VOLUME PER CYCLE 11.63 CU. FT.
OBSERVATION HOLE 2
- 15 4 -
ELEV.-.15.4 _
ELEV.
ELEV.
ELEV.
AT ALARM ON
AT PUMP OF
AT PUMP OFF
- _
DISCHARGE 1i?3_ CU. FT. / 36.11 CU.FT./FT, _0�32� FT. (1000 G,S,T.)
STORAGE CAPACITY (_330 GAL./DAY /7.48 GAL./CU,FT./36.11 CU.FT./FT, _1,.22_ FT.
-' PERCOLATION RATE < _20 _MIN.
� INCH AT
_7?_ -_-
INCHES BOTTOM
OF INSIDE PUMP CHAMBER
_1.22 REQUIRED _260 PROVIDED
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
0-11
A
LOAMY -SAND
W/SILTS l
11-24"
B
LOAMY -SAND
24-40"
C1
MEDIUM -SAND -
40-144
C2
SANDY -LOAM
BOTTOM OF OUTSIDE PUMP CHAMBER
SEWAGE DISPOSAL SYSTEM PROFILE 1. ALL ORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P, TITLE 5
NOT TO SCALE AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL
OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF
FINISHED GRADE.
j - 3. ALL COMPONENTS OF THE SANITARY SYSTEM 'SHALL BE CAPABLE OF
144"3.4 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
m „ f T,�2C� NO WATER ENCOUNTERED AT ___-__ ELEV. _ __ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
04.. / p�' /'�A' AND.
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
8 D0U 1 AI�CY C j, LCDL /, TIO VS A V® PUMP SWITCHES 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
`BO ' -` '��. �'1 /`1 J i- SWITCHES MORTARED IN PLACE.
PREVIOUSLY SUBMITTED 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED
* 4 7 / 12.5 ;
SLEEVE OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH
% WATER LINE_DETERMINATION FROM APPROPRIATE _AUTHORITY. _
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
_\ 1000 IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
O 1 PC PRIOR TO COMMENCING WORK ON SITE.
SOIL
TEST \ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
+i \ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY
i * 13,6 VARIATION IS TO ,BE BROUGHT TO THE ATTENTION OF THE DESIGN
1 Y ENGINEER IMMEDIATELY.
�C 12.3 / x g 8.9 30 8. PARCEL IS IN FLOOD ZONE
c A 9. LOT IS SHOWN ON ASSESSORS MAP X19 __ AS PARCEL
/ 11.0/ DESIGN CALCULATIONS 10. ELECTRICIAN TO OBTAIN ELECTRIC PERMIT.
�P 1500 / / / 100' BUFFER 77J NUMBER OF BEDROOMS 3 _ 11. PUMP AND ALARM TO BE ON SEPERATE CIRCUITS.
GST / NTOP OF COASTAL GARBAGE DISPOSAL UNIT _ N_a _ 12. SEPTIC TANK AND PUMP CHAMBER TO BE WATERPROOFED AT MANUFACTURER.
1 / / 8.8 BANK TOTAL ESTIMATED FLOW 13. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
1.6
110 GAL/BR./DAY X 3 BR.) 330 GAL./DAY SAS 5' FROM LOT LINE
REQUIRED SEPTIC TANK CAPACITY 660 GAL.
NO RESERVE SAS
x 12;440
_ / / ACTUAL SIZE OF SEPTIC TANK 1500_ GAL.
10.0- / SOIL CLASSIFICATION 14 _
DESIGN PERCOLATION RATE < 20 _ MIN./IN.
_y
11.8 / " 7.5 // EFFLUENT LOADING RATE 0M_ GAL./DAY/S.F.
`\ 9.2 / LEACHING AREA _648_0 ,SQ. FT.
LEACHING(cPACITY (AREA X RATE) 343.44 GAL./DAY APPROVED. B ARD OF HEALTH
f , / (6) 648.0 X 0.53
RESERVE LEACHING CAPACITYGAL./DAY000.8.14
3 U /
DATE NT
DAA 4-21-0 SCALE 1 _
REV. _ g _ 0 JOB NO. , Oil
5