HomeMy WebLinkAboutEngineered Plan - 2001ENCHUM
TOP OF FOUNDATION
ELEV. = 100.00
(ASSUMED)
17
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE
z 7 MIN. PITCH 1/8" PER FT.
4 CAST IRON PIPE
PIT CH(1/4") EIRIMUFTM
FLOW LINE
ELEV. _ `� ' 10"
''MIN. J•2�0»
ELEV. = E
ELEV. _L�/' GAS ELEV. _ �G°��I 6" SUMP ELEVL= (?�o
4 FEET 14 INCHES
5 FEET 19 INCHES
6 FEET 24 INCHES
7 FEET 29 INCHES
8 FEET 34 INCHES
WiM
MAX.
CLEAN SAND
LOAM AND SEED
2" LAYER OF
1 /8" TO 1 /2"
WASHED STONE
% MIN.
NOTTREQUIRED
Z
1 CU. FT. OF
CONCRETE
r1la; o�11
ANCHOR
o '
10• ° q< 13
o ELEV. = _
BAFFLE
DISTRIBUTION EI EV
y
HIGH CAP L INFILTRATORS WITH
(TO BE PLACED ON FIRM BASE)
BOXD
TO BE WATER TESTED
S70 EINNI AN
f `�
Z
T(A✓
1
1500 GALLON
IF MORE THAN ONE OUTLET
t I� a�i ' rid TRENCH FORMATION
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL YABSORPTION
WELL N A
ZONE
3/4" TO 1 1/2" CLEAN
5' J SAS,
INDEX
DOUBLE WASHED STONE
ADJUST
FREE OF FINES & SILT
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. =
NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV.
I"
SOIL TEST
DATE OF SOIL TEST :�I LLq_ /01
SOIL TEST DONE BY
WITNESSED BY t'E ?-,t)H_
OBSERVATION HOLE 1 a ELEV.=—�_
PERCOLATION RATE < 2 MIN./INCH AT� INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-16�-
rv-l2
Loom
!oyjl2�I
,vY�2`/�
IoY����
��
lam.
rfNri�l�lD
132.
NO WATER ENCOUNTERED AT ELEV.
. Lq: I q` tw%�errr�ri
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 2GARBAGE DISPOSAL DISPOSAL UNIT rta
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X BR.) �-��� GAL./DAY
REQUIRED SEPTIC TANK CAPACITY {,�3='_ GAL.
ACTUAL SIZE OF SEPTIC TANK := GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE <5__ MIN./IN.
EFFLUENT LOADING RATE Q _ GAL./DAY/S.F.
LEACHING AREA _
LEACHING CAPACITY (AREA X RATE) „ �Z_Z GAL./DAY
1 , X -5 -t N -4 Z4 St" .� z 12
RESERVE LEA&I G CAPACITY GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OFRULES AND
REGULATIONS FOR THE SUBSU FACE 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
10 FT. OF DRIVES.OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
LEGEND:
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
EXISTING --SPOT ELFvATIG?�{--FAO <0
__
5. M--DETE �MIN�;T1ON-'HAS BEEN' MADE AS TO COMPUAiNCE WITH
EXISTING CONTOUR----00----
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
FINAL SPOT ELEVATION
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
FINAL CONTOUR
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
SOIL TEST LOCATION ®
IS TO CALL "DIG —SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
UTILITY POLE —0—
PRIOR TO COMMENCING WORK ON SITE.
TOWN WATER=W—;--W
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
CATCH BASIN®j
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
GAS LINE GG
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
CLEAN OUT C 0
IMMEDIATELY.
CESSPOOL C.P. 0
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP SO AS PARCEL 94
441
ceeT ;t
A�„�'?'is
i s .
RECEIV[jD�
JUV 14 20C?
HEALTH DE
APPROVED: BOARD OF H
. �2L2&�
(Q
DATE 7Zqtly AGENT
ij
PROPOSED SEPTIC DESIGN
FOR
PROJ:
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425
DATE /� f
SCALE 1f _ 20'
REVISED
J46 N0.
LOCATION MAP
REVISED
SHEET 1 OF 1
C.• �S8IPROJ\2244-00 �dwg�2244-00.DWG
y.
0 T.A. DUMAS