HomeMy WebLinkAboutEngineered Plan - 2016TOP OF FOUNDATION
ELEV. 103.00- 10 FT. MINIMUM
3.00 4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. 100_00-
ELEV.
LEGEND:
1/8 TO 1/2"
WASHED STONE
!A 6" ,. 102.0 `MAX.. OR FILTER FABRIC :VENT
6 X 90.75 WIN. NOT REQUIRED
FLOW TEE z
LEVELERS
DEPTH
HORIZ
TEXTURE
COLOR MOTT; :. OTHER
0-10"
0/A
LOAMY SAND
10YR5/1 NO
10'.31"
B
LOAMY SAND
10YR6/6
31-77"
C1
LOAMY SAND
10YR7/4
77-132"
C2
MEDIUM SAND
2.5Y8/4 _
FLOW LINE
"
.TEXTURE
COLOR
139.0
OTHER '
0-10" 0/A
LOAMY- SAND
NO WATER ENCOUNTERED AT _� f 32` ELEV. _
90.7
10
10-30" ;- B
LOAMY SAND
10YR6/6
C.P. Q
_
LOAMY SAND
10YR7/4
MIN.-'
60-120" C2
2'0"
o o
G .:- �: _ _ -� _._ -<: _
-:-_
o
«
o
_
OSSEI�ATIO�� 2 ELEV._
102.0
GAS
ELEV. _ _9€I.�5�,�
,. LEVEL
88.67 6 SUMP ELEV. _ 95.50
o o .
-- .�
-__, _-,-- _ ---. _ __ _._ _. ___ _ ___
u 10
97.67
ELEV. = ___
:,
PERCOLATION RATE < 2 MIN./INCH AT -`60
z
-- INCHES
BAFFLE
_ • --- --
ELEV. - _
_ DISTRIaUTIO I �. r_.,
DEPTH. HORIZ
.TEXTURE
COLOR
MOTT:
OTHER '
0-10" 0/A
LOAMY- SAND
1OYR5/1
NO
G
10-30" ;- B
LOAMY SAND
10YR6/6
C.P. Q
30-60" C1
LOAMY SAND
10YR7/4
60-120" C2
MEDIUM SAND :
2.5Y8/4
REV.
_
4 t tt1 14 INGHtS iu tit wni�r< i��iw 11' X 35' X 10" TRENCH FORMATION M
5 FEET 19 INCHES ! , �,' IF MORE THAN ONE OUTLET
6 FEET 24 INCHES 1500 GALLON -
7FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL � �® PTION WELL N A N
8 FEET 34 INCHES SEPTIC TANK
ZONE
3/4" TO 1 1/2" CLEAN INDEX ; NO WATER:ENCOUNTERED AT 120 ELEV. = 92.0
SYSTEM ,(SAS)
DOUBLE WASHED STONE_ ADJUST
- OF FINE & SILT
-FREES S - •:..
USGS PROBABLE ER TABLE ELEV.
SEVIAGE DISPOSAL SYSTEM PROFILE. OBSERVED WATER TABLE ( / / ) ELEV. -
NOT TO SCALE
BOTTOM OF TEST :HOLE ELEV.
DESIGN CALCULATIONS'NOTES.
NUMBER' OF BEDROOMS MANSHi AND MA .
3 1. ALL WpRK P. MATERIALS SHALL CONFORM TO DEP
GARBAGE DISPOSAL UNIT Mi TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
TOTAL ESTIMATED FLOW UR DISPOSALOF SEWAGE.
•
{ 110 GAL/CR./bAY X ER.) �,,6'?f�_ GAL./DAY COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
,THE
" Or FINISHED GRADE. -
2. ALL
REQUIRED SEPTIC TANK CAPACITY H GAL: 3• ALLCOMPONENTSOF THE SANITARY SYSTEM SHALL BE CAPABLE OF
ACTUAL SIZE OF SEPTIC TANTS 15# 0 GAL.. _ R OR WITHIN
S011_ CLASSIFICATION: l� WITHSTANDING H 10 LOADING UNLESS ARE UNDER
SIGN PERCOLATION RATE < MI I 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL: BE
DE 0 -_5_ N / N. KING AREAS
USED .UNDER :OR WITHIN 10 FT. OF DRIVES OR PAR
EFFLUENT LOADING RATE lae�- :GAL./DAY/SIF. 4 UNITS
` LEACHING -AREA 414.3.1 SQ:, FT.
. ANY I�4ASONA,RY USED TO BRING COVERS TO GRADE SHALL
:•+ _r _ BE MORTARED 'IN PLACE.
(1lX>, )+(47X2X10/12} - 5.:N0 DETERMINATION HAS BEEN MADE AS TO COMPLIANCr !""TH
LEACHING CAPACITY (AREA X RATE) -MtPQ GAL./DAY : DEEDED OR ZONING REGULATIONS." OV',TIER / APPLICANT IS TO
474.33 X 0.74 DETERMINATION FROM APPROPRIATE AUTHORITY.
RESERVE LEACHING CAPACITY MIN. GAL. -/DAY OBTAIN SUCH .
f 05.00 ,SOIL �, � - --� 6. U1ILITIES SHOWN AREAPPROXIMATE ONLY, EXCAVATION: CONTRACTOR :
101.00 0 TEST 2 36.0 x [{7.5X4'3)+(55.5X2X10/12)] X 0.74 IS TO CALL DIG -SAFE . AT 1-888-344-7233 AT LEAST 2 HOURS
SOIL ..�' COMMENCING WORK ON SITE.
' 0 T
PRIOR . O CO .
0.0� 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS. WELL AS
TEST 1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY:VARIATION
IS TOBEBROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
D IMMEDIATELY.
OX rte, tea A'" S. PARCEL IS IN FLOOD ZONE_ X
VE - .,7
_ - -- - -
Q9 1500 GALLON u,
it SEPTIC TANK o,• f' ,N„{;'`�` '
v � �-O1r'�v viv 5`t�a A
Y.. .y
LOT 99 i; F
11,550 S.F. �,w o-
gH .� X 105.95
• 104.58
24,5
v � E♦ i
POs+roR00M5 �� a / R08!N��'�,'
o RQ ED '�r / r R &u fu
B +,�� 1St itL1Ay..%rrY 4
O \1 4J
�'.ter, n
- v
100.50
- HEALTH DEPT
'D: BOARD. -OF KALTH
APPROVE
klp...
x 99.65
DATE AGENT
EXISTING SPOT ELEVATION 00,0
EXISTING. CONTOUR ----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR
00
- SOIL TEST LOCATION
UTILITY POLE
__0_
TOWN WATER -W=� W -
CATCH BASIN
\®�
GAS LINE
G
CLEAN OUT
C.O.
CESSPOOL
C.P. Q
C.• �S8�PROJ�7709-00�dw_q�7709-SAS,DWG 0 2016 SWEETSER ENGINEERING
ARMO �.
SETUCKET
fu ?0 �f�.1�P��
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BPR
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FOR:
JOE MI
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LOC. _ . s�BAP.
ply
203 SETUCKET ROAD
508- SOUTH `ODE OX 71MASS.
385-6900 02660
DATE MAY 19, 2016
SCALE 1 „ _ 20'
REV.
JOB NO,
0963_00
LOCATION MAP
REV.
SHEET 1 OF 1-
C.• �S8�PROJ�7709-00�dw_q�7709-SAS,DWG 0 2016 SWEETSER ENGINEERING