HomeMy WebLinkAbout526 West Yarmouth Road - Septic DesignTOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
DATE OF SOIL TEST f.Ir I- r✓r
i . C 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY SWEETSER ENGINEERING
ELEV .. ✓ 1 , 10 FT. MINIMUM CLEAN SAND WITNESSED BY c.t ? > t
r ,
CONCRETELaAM AND SEED,OBSERVATION HOLE 1 ELEV.= 7.
OBSERVATION HOLE 2 ELEV.= f
{ SCHEDULE 40 , PVC PIPEPERCOLATION RATE , MIN./INCH AT S Q INCHES PERCOLATION RATE MIN./INCH
MIN. PITCH 1/8� PER FT. 2' LAYER OF
p -�, x 1/8- TO 1/2-
P g7,; WASHED STONE VENT
4 CAST IRON PIPE NOT REQUIRED
PITCH Q /4') PERIMUFTM
_ j ? 1 CU. FT. OF
CONCRETE
ANCHOR
i
FLOW UNE `�{S I v►
7� 10'
ELEV. '-rMIN. 2.0• . ,
T V. ffi LEVEL Z •moo _ Y .010 ELEV. _ f3(7
'
ECFV m / 7D GAS ELEV, ,� %Y,y s Su ELEV. r _ ....
eAFF1F DISTRIBUTION �� �
LIQUID OUTLET wm,...__-,_. BOX _ _HIGH CAPACITY AN TORS iM11TH
EI
TO E r)f a CED ON FlRM BASE) , t , z
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
01
o%l
!
LnF1f��/
y '
nIn
r'oc t
PROJECT LOCATION GT A�/,�`ZAI
17
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD,
508— P. O. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
!c
Lrpl4y
tTyj
C, e,7
JOB N0.�� Y
REVISED✓rti) � Z,{J�3"'�
SHEET 1 OF /
GINEERI
LOCATION MAP j
EVISED
R _
ccr Jr- 5y
;nl-1 D
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
PROJECT LOCATION GT A�/,�`ZAI
17
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD,
508— P. O. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
!c
Lrpl4y
tTyj
C, e,7
JOB N0.�� Y
REVISED✓rti) � Z,{J�3"'�
SHEET 1 OF /
GINEERI
LOCATION MAP j
EVISED
R _
!2D
4 FEET 14 INCHES { B + n XllX Il TRENCH FORMATION
TO BE WATER TESTED
5 FEET 19 INCHES jDQ GALLON IF MORE THAN ONE OUTLET n " r 7• �-" " ELEV.
6 FEET 24 INCHES ylyELL_ N WATER ENCOUNTERED AT J ELEV. _ WATER ENCOUNTERED A? 7- `' '''
TO BE PLACED ON FIRM BASE) SOIL ABSORPTION;_
7 FEET 29 INCHES ( ZONE
a FEET _ 34 INCHEs S E P Tl C TANK —
3/4- TO 1 1/2' SYSTEM (SAS) INDEX
WASHED STONE ADJUST
LEGEND: DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. _ � f'0 EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
SYSTEM PROFILE OBSERVED WATER TABLE ELEV. EXISTING CONTOUR 00-- GARBAGE DISPOSAL UNIT NO
SEWAGE DISPOSALB ( / / ) '�� FINAL SPOT ELEVATION 00.0 TOTAL ESTIMATED FLOW
1'1 NOT TO SCALE BOTTOM OF TEST HOLE ELEV. <� v GAL
' '� FINAL CONTOUR ( 110 GAL/BR./DAY X BR.) 33d GAL/DAY
' . __.�— SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY ,�
UTILTY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 GAL
i 0 I TOWN WATER —WSW SOIL CLASSIFICATION J.
CATCH BASIN !�� DESIGN PERCOLATION RATE �' S GAL/N.
!3� GAS UNE
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
C.8. LEACHING AREA �Y.L`_'� SQ. FT.
CLEAN OUT 1!� 3b1 �7.Xz.y
CESSPOOL C.P. 0 j
.�f Jr
ACHING CAPACITY (AREA X RATE) GAL/DAY
RESERVE LEACHING CAP.ACTY GAL/DAY
/ NOTES:
f 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
a / / TITLE 5 AND THE TOWN OF
-?PP, -r RULES AND
REGULATIONS FOR THE SUSURFACE DISPOSAL OF SG
2. ALL COVERS TO SANITARYBUNITS SHALL BE BROUGHT TO E
WITHIN s OF FINISHED GRADE.
-- C 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
Gr WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF ORALL
USED UNDER ORSWITHIN A 0 ING FT. OFEASDRIVES OR PARKING ING AREAS. E
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
r;; �• - , DEIDED OR ZCNING REGULATIONS. OWNER / APPLICANT IS TO
l OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
UTt:AtT?ES S�!QW'1 I+RE APPROX!ttATE OILY, EXCAVATION CONTRACTOR
IS To CALL "DIG-SAFEO AT _
3 } ` j' /'r PRIOR COMMENCINGWORK ON SITE.7233 AT LEAST 72 HOURS
{ -- 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
J� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
l S S. PARCEL IS IN FLOOD ZONE a
l7 GG AS PARCELtic
T�
'��< �'%� � ✓ t tt - _-----� j � .---','..-.�'' � ' ` r� �.----- 9. LOT IS SHOWN ON ASSESSORS MAP
,2
1 9)
� f
�.w ivy o
1 455
1
,tom
r
I�
APPROVED: BOARD OF HEALTH
14.
DATE AGENT
O 1999 SWEETSER EN NG
iy� !
}
+^
L o Gil •- - ? f3 x- !
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION GT A�/,�`ZAI
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD,
508— P. O. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE
JOB N0.�� Y
REVISED✓rti) � Z,{J�3"'�
SHEET 1 OF /
GINEERI
LOCATION MAP j
EVISED
R _
O 1999 SWEETSER EN NG
iy� !