HomeMy WebLinkAbout46 Pine Street Proposed Septic DesignTOP OF FOUNDATION
aEV,,. Ot 2-0 10 FT. MNtk
v
4' CAST IRON PIPE
(OR EQUAL MINIMUM
PITCH 1/4 PER FT.
20• FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETECOVER
4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
ELEV = �. 'J 10' _
/ -TMIN. V 4 e.,,.
ELEV. ?! t GAS i 6s l)`VEL
y BAFFLE ELEV. = ELEV. _
DISTRIBUTION ELEV.,=
LIQUID OUTLETDEPTH Trr - BOX
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
5 FEET 19 INCHESIF MORE THAN ONE OUTLET
67 FEET 24 INCHES 1500 GALLON
6 FEE 34 INCHES SEPTIC TANK (M BE PLACED ON FIRM BASE)
3/4' TO 1 1/2'
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCAB
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LOAM AND SEED _
2' LAYER, OF
1/8' TO 1/2'
WASHED STONE VENT
NOT REQUIRED
Z 1 CU. FT. OF
CONCRETE
ANCHOR
ri i
e w - �10eo ELEV_
s! �
HIGH CAPACITY INFILTRATORS WITH j
STONE IN AN /
TRENCH FORMATION
SOIL ABSORPTION - „ . ZONE
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV.
SOIL TEST
DATE OF SOIL TEST �'r 7i < 9
SOIL TEST DONE BY SWEETSER
WITNESSED BY r' � o; t r,)ENGINEERING R L E Y
OBSERVATION HOLE 1 ELEV.= '37OBSERVATION HOLE 2 ELEV.=
PERCOLATION RATE MIN./INCH AT - INCHES PERCOLATION RATE c "- MIN./NCH
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
r G
PROJECT LOCATIONwz
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS. MASS. 02660
DATE �.;
SCALE n s
REVISED
JOB NO. r1.5
r
LOCATION MAP
REVISED' �.
SHEET j OF /
�'✓7�,
ru_ 1��
�
/✓)%WATER ENCOUNTERED AT ELEV. _
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FTNAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER
CATCH BASIN®�
CAS LINE
LEAN OUT C
= l
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
1/0f REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
t,
DEPTH
HORIZI
TEXTURE
COLOR
MOTT.
OTHER
r G
PROJECT LOCATIONwz
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS. MASS. 02660
DATE �.;
SCALE n s
REVISED
JOB NO. r1.5
LOCATION MAP
REVISED' �.
SHEET j OF /
WATER ENCOUNTERED AT (L� ELEV
'DESIGN CALCULATIONS r�
NUMBER OF BEDROOMS /
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 CAL/BR./DAY X SR.) 30
CAL/DAY
REQUIRED SEPTIC TANK CAPACITY G 7, CAL
ACTUAL SIZE OF SEPTIC TANK 1500 CAL
SOIL CLASSIFICATION —I_
DESIGN PERCOLATION RATE 5 5 MIN./IN.
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
LEACHING AREA SQ. FT.
LIEACHING CAPACITY (AREA X RATE) GAL/DAY
.e -,, _. ori
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERI^LS SHALL PONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF � d q I /,' L FI RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6' OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
TO FT. OF DRIVES OR PARKING AREAS H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
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
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-886-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO 'THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP 1,7= AS PARCEL
Of wigs
i T.A. APPROVED: BOARD OF HEALTH
G{ci:QE�
s�+IrnFl�' DATE AGENT
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i A^
a N ` 1
4
Y;
PROPOSED SEPTIC DESIGN
FOR
��5i :,biz tom' a
r G
PROJECT LOCATIONwz
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS. MASS. 02660
DATE �.;
SCALE n s
REVISED
JOB NO. r1.5
LOCATION MAP
REVISED' �.
SHEET j OF /