HomeMy WebLinkAbout11 Thornton Brook Road - Septic DesignTOP OF FOUNDATION20 FT. MINIMUM FROM CELLAR OR CRAW SPACE
ELEV,
99.30 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB CLEAN SAND
_ C
OONCRETF INSPECTION PORT
OVC4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH, 1/a" PEFj FT. 1 2" LAYER OF1/8" TO 1/2"
\\\ WASHED $TONE
4' CAST IRON PIPE 9 .93 AX OR FILTER FABRIC VENT
3-111 6.60 MIN. NOT REQUIRED
PITCH EQUAL)1/4"PER FTM.
�FLL �
LEVEOE�S TEE
FLOW UNE 5.9
ELEV.. -Q8 3Q_ IN
MIN. ° c °
E EV. = 95.75 I ` 1 " °
LVEL lb
o - F G 1" C ELEV. _ 9
ELEV. - _8442_ BA FILE ELEV. 6¢,¢0 6` S MP ELEV. s _9W_ =a
DISTRIBUTION ELEV.
I UIO
OUTLET pOV ��_ 4 HIGH CAPACITYSTONE INNI ATNAjORS WITH -
(TO BE PLACED ON FIRM BASE) TO BE {WM�ATE/R, TESTED N Z p0
b 1Q It�CHE I ES C IF MORE THAN ONE OUTLET 11 X 36 % 10 TTiENC FORMATION
6 F T yy4 INCHESg `�QO GAI'LON (TO BE PLACED ON FIRM BASE) WELL
B ET 3A INC INCHES SEPTIC TANIK SOILL ABSORPTION ZONE
INDEX
DOUBLED WASHED STONE `'�M 1SA$/ ADJUST
FREE OF FINES & SILT
gSGS PROBABLE WATER TABLE ELEV. =
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / j ELEV. =
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _
)6.1
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
$OIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER -WSW
CATCH BASIN I
GAS LINE -----9
CLEAN OUT
CESSPOOL C.P.0
87.1
Rod �
T14Q7.q
�1
9 8
JL
6.
97.9 LOi 0
( 16, 800.0 -t 5-f-,
06 y7.2
.3
97.0
97.5
31341
SOIL TEST
DATE OF SOIL TQST MAY L
SOIL TEST PONE BY J:911 R NP,IN TNG
WITNESSED PY -R, RE
OBSERVATION HOLE 1 ELEV.- 9s.o
PERCOLATION RATE < 2---�- MIN./INCF AT 60 INCHES
DEPTH
D11-,5
TEXTURE
/'
pR0 3 8�QR0
p/E
LOAMY SAND
97.4
10-26"
o
o-
w'
1500 GA ON o,
p'
26-140'
C
SEPTIC ANN
S9
OK
SOIL
N
F TEST 2
O
scA4E �,r 2Q'
JOB NO, 7574400
Rev.
• 98.1
t_OOATION . MAP
ReV' '�
4
SOIL
TEST 1
=
• 97.E �W5;� Pa/
0
BOX
97.0
97.5
31341
SOIL TEST
DATE OF SOIL TQST MAY L
SOIL TEST PONE BY J:911 R NP,IN TNG
WITNESSED PY -R, RE
OBSERVATION HOLE 1 ELEV.- 9s.o
PERCOLATION RATE < 2---�- MIN./INCF AT 60 INCHES
DEPTH
HORIZ
TEXTURE
COLOR MOTT. 0TH R
0-1Q
p/E
LOAMY SAND
10 8/1 NO ROOT$
10-26"
P
LOAMY SAND
10 6/a ROOTS
26-140'
C
MEDIUM SAND
2.$Y7/4
NO WATER ENCOUNTERED AT
120"
120"
'ELEV. _
88,0
QB$ERVATION H04E
2ELEV
<
98.0
DEPTH
HORIZ
TEXTURE
COLOR MOTT. TOTHR
0-10'
A/E
LOAMY SAND
10 8/1 NO ROOT$
10-29'
B
LOAMY BAND
10 8/6 I ROOTS
29-132"
C
MEDIUM SANq -
2.SY7 4
NO WATER ENCOUNTERED AT 132" ELEY, s X87.0
D9SIQN CA} CVLATIONS a
NUMBER OF BEDROOM$, 3 -
GARBAGE DISPOSAL UNIT
TQTAL ESTIMATED FLOW
( 110 pµ./BR./DAY X -,A, SR.) GAL,/OAT
REQUIRCO SEPTIC TANK CAPACITY 00- GAL,
ACTUAL SIZE OF SEPTIC TANK GAL,
SOIL . CLASSIFICATION SK DESIGN PERCOLATION RATE S�a�_ MIN,/IN.
EFFLUENT LOADING RATE GAL,/DAT/S.F,
LEACHING AREA 4n
$0. FT.
(I1X )+(47X2X1Q/12)`
LEACHING CAPACITY (AREA X RATE) aij}1A GAL./PAY .
074.33 X 0.74
RZSERVE.,LgACHING CAPACITY AM GAL./PAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO' S RULES AND REGULATIONS FOR
THE SUOSURFACE DISPOSAL OF SEWAGE,
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6 OF FINISHER GRADE.
3. ALL COMPONENTS OF THE $ANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT,'PF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT..QF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO PRINQ COVERS TO GRADE SHALL
BE MORTARED IN PLAC .
5. NO DETERMINATION HA$ BEEN MADE AS TO COMPLIANCE KITH
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 "DIC-SAFC" A7 1-8$p-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORT( ON SITE,
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CINDITIONS PRIOR.TO COMMENCING WORK ON SITE, ANY VARIATION
IS TO 6E BROUGHT TO THE ATTENTION.OF THE DESIGN ENGINEER
IMMEDIATELY,
8. PARCELIS IN FLOOD 70NE C
8. LOT IS SHOWN ON ASSESSOR$ MAP AS PARCEL
Yarmouth Health Department
PP VED
t=e Date
A, PPROYEP11 89ARD OF HEALTH
DATE AQENT
C V ZUI@ JWrLiZ?M t o.ry oirvrrrrvn�i�
WEST YAR Hi OMIL MASS.
BUCK ISLAND
s
O RNS�N BROOK
IN SUS ��
" F
Etps
PRpPOSEP $EPTTC pPSfGN
FOR
PTROORE
11 TNORIJTQN BROOK RBI.
WEST YL�' � O t..+ aria
is 20 ' SETUCK 1 R0A QCT
508- O. ®OX 713
385-6900 SOU ji DENNIS, MASS. 02660
PATE MAY 27; 2015
scA4E �,r 2Q'
JOB NO, 7574400
Rev.
t_OOATION . MAP
ReV' '�
SHEET 1 QF,1'
C V ZUI@ JWrLiZ?M t o.ry oirvrrrrvn�i�