HomeMy WebLinkAbout8 Old Hyannis Road - Septic Design 2TOP OF FOUNDATION
ELEV. _ -%
(ASSUMED)
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
CONCRETE
COVERS 4' SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
CLEAN SAND
LOAM AND SEED
2' LAYER OF
1/8' TO 1/2'
:YID aVENT
NOT REQUIRED
vANCHORCONCRETE
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 0
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -�-
TOWN WATER —W W
CATCH BASIN �® j
GAS LINE
CLEAN OUT-
CESSPOOL C.P. O
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE BY
WITNESSED BY
OBSERVATION HOLE ELEV.=
PERCOLATION RATE MIN./INCH AT INCHES
`ECFV. / -TMIN.' 2.0. • r d®®®®EiI3EI 3E3E 1 _
LEVEL ®®tom®®®®®®®� �e24 °
ELEV. BAFFLE ELEV. = 6' SUMP ELEV. _ b �®®®®®®®®d® . ELEV. v
DISTRIBUTION �S
ELEV. m / — 500 GALLON DRY WELLS
LIQUID OUTLET BOX STONE IN AN
DEPTH TEE (TO BE PLACED ON FIRM BASE)z \
4 FEET 14 INCHES TO BE WATER TESTED TRENCH FORMATION 3
5 FEET 19 INCHES IF MORE THAN ONE OUTLET
6 FEET 24 INCHES 1500 GALLON
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE c'Y �ZI J.S / ��
8 FEET 34 INCHES SEPTIC TANK 3/4' TO 1 1/2'J SYSTEM (SAS) INDEX /S 3 jov
WASHED STONE ADJUST 1 7S
SEWAGE DISPOSAL SYSTEM PROFILEoesERVED` SGS PROBABLES WATER TAME `j ELEV. q2 R� `'� � 1 � /00 /
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ l 4
f C,
45
19 RpW � q\� ` � \ \ � �� � �r��
RoPOSEo
a QQ� Of
P
Z/X
111,0 !
�• � � \ � � �, 5 °��D,/�" 1 � � Erb, � ` �- Q •. � �. — � � . , � , \ , ►
/ 1 / 1 \ g4r 7 !� `bgzl L q vjA
Do
01
A l ! I F S I 1
1
l
95. 9A
�
! �\ —' I � i , 1 ) I
8/
1
t
ILA
9/ � x
1L r
DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER
WATER ENCOUNTERED AT ELEV. _
OBSERVATION HOLE ELEV,--
PERCOLATION RATE MIN./INCH AT INCHES
DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER
WATER ENCOUNTERED AT ELEV. _
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 3 BR.) 330 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY /S00 GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION 7 -
DESIGN PERCOLATION RATE cwnN•
EFFLUENT LOADING RATE SQ /DAY/S.F.
LEACHING AREA
LEACHING CAPACITY (AREA X RATE) GAL/DAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF 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
10 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
DEEDEC 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 1-888-344-7233 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.
B. PARCEL IS IN FLOOD ZONE C
9. LOT IS"SHOWN ON ASSESSORS WAP AS PARCLL
la ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED WITH
MATERIAL AS SPECGTfD IN 310 CMR 15.255c(3).
APPZOtlEO
YAI#,9,CJTN CQ',4',,,ITTEE
'6e SEP 7 Ana O.
APPROVED: BOARD OF HEALTH
DATE
AGENT
01998 CRAIG R• SHORT,_,
D rv�vis
s 1
,�OtA Nyp.vv/S RD
h i
z r `
i
o
V
V
�`
PROPOSED SEPTIC DESIGN
FOR
G: /vE UL7
PROJECT_ LOCATION
LOT 5 OLD /-% Y/P/V/ //:s RZ)
CRAIG R SHORT
PROFESSIONAL ENGINEER
508- SOUTH DENNIS. MASS
398-8311 02660
SCALE
DATE O/O�
I
JOB N0.
lZ— 8q8
REVISED
LOCATION MAP
RE"SED
SHEET / OF / I
01998 CRAIG R• SHORT,_,