HomeMy WebLinkAbout95 Baker Road - Site & Sewage Plan 54- SLrYLuu[.c " r'vu 11, c -
MIN. PITCH 1/8' PER FT.
3.00 --- � _4 _� �----j----� --- �-
4' CAST IRON PIPE 6'. -MA 7 . IA r 6_�lA,
<OR EQUAL? MINIMUM
L� PITCM I/4' PER FT f `
-- 1
ELEV= 99,£30 FE LEV.=97,64 -f
�LEVEL
•1 _ j 1 GAS ELEV, -� UMP
ELEV. 97,69 BAFFLE I1 97,54 6 S
ELEV.= 97,37
DISTRIBUTION
LIQUID OUTLET (TO BE PLACED ON FIRM BASE) BOX
DEPTH_ OUT _ TO BE WATER TESTED
(TO BE PLACED ON FIRM PASE)
4 EET 14 INCHES I 1 1500 GALLON r J
5 EEET 19 INCHES LES.=
7 FEEETT? 4 INCHES SEPTIC TANK 97.17_ /
0 FEE7__4
INCH $ 3/4' TO 1.1/2'J
CLEAN DOUBLE
WASHED STONE
FREE OF FINES
AND SILTS
SEWAGI�JwDI POS&L SYSTEM PROFILE
(NOT TO SCALE)
-N-
IN
N-
11
J
x 927
y L'
<;• 1*T 7z
hCS • -
EX.
y PATIO
9
x
102.6
EXISTING 3
EFDROOM' -
DWELLING
PROPOSED
1500 GAL.
SEPTIC TANK
LOAM AND SEED 1/8' TD i/2'
CLEAN .SAND -�- WASHED STONE
\, IPO,67 MAX,
97,67
o o o 0 0 0
oe
24•
o ,,=. cn C7
J<"
v= 95.17
DEPTH
- CA;�r;rv,V l VIIIVVl\.V
FINAL SPOT FLEVA110N
VENT
FINAL CONTOUR
REQUIRED
SOIL TEST LOCATION
-
UTILITY POLE {)-
LOAMY SAND
TOWN WATER -W--0 W-
(PON
NO
CATCH BASIN .
OF
1 °CU.NCRE
CAS UNE
-CLEAN C•�
ETTE ,
COANCHOR
OUT
CESSPOOL - C.P. Q
v= 95.17
DEPTH
ACRIZ
TEXT0t
COLOi
MOTT.
OTHE'P,
0"-8"
Xp
LOAMY SAND
1OYI? 1/1
NO
PARCEL IS IN FLOOD ZONE C
LOT IS SHOWN ON ASSESSORS MAP - 2-2- AS PARCEL
8"-34"
8
lOAMY SAND
tOYR 5/8
N6
RF301'S
34`-132"
C
MMOM SWO
tOYR 15/6
NO
REMOVED.
*
140 WATER ENCWNTEOW AT_L3?� _--tS(i_
2 LEACHING CHAMPED. WITH STONE
IN A 13' X 25' TRENaH FORMATION WELL N/A
I
ZONE I
S❑IL ABS❑f'PTION I� ADJUST -- #
SYSTEM (S11S> 16.17
(H-20)
USGS 1`POBABLE WATER. TABLE ELEV.=
OBSERVED WATEi TABLE ( / 7 ) ELEV.= _
.BOTTOM OF TEST HOLE ELEV= 69.00
DESIGN CALCULATIONS----�,
NUMBER OF BEDROOMS
GARBAGEDISPOSAI UNIT NO._
TOTAL ESTIMATEDLOW 330: GAL./DAY
( 110,tAL./BR./DAY X , Z_ BR.)
REQUIRED SEPTIC TANK CAPACITY�«'_� GAL f
ACTUAL SIZE OF SEPTIC TANK GAL.
SOIL CLASSIFICATION J_
DESIGN PERCOLATION RATE ,5 MIN./Irl.
EFFLUENT LOADING RATE D24L GAL.//DOAY/S.F•
LEACHING AREA �•y7.00 SO. FT,
(13 X.25) + (%t6:X 2 X 2)
LEACHING CAPACITY (AREA X RATE) 354.90 6AL./DAY -
447.60 X 9.14
RESERVE LEACHING CAPACITY _M+.90 cAL./(fAY,
I,
NOTES: fi
13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND 1. ALL WORKMANSHIP AND MATEPIALS SHALL CONFORM TO O,E.P.
FOR A MINIMUM OF S' AROUND SOIL ABSORPTION SYSTEM AND BE TITLE 5,AN0 THE TOWN OF tARMOUTH..___. RULES AND
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.455 (3). PEGULA,TIONS FOR Tr+£ SUBSURFACE DISPOSAL OF SEWAGE. I
2 A COVERS TO SANITARY UMTS SHAIL BE 9POUGHT t0
EXISTING SEPTIC
7 _ PROPOSED SOIL ABSORSTION SYSTEM.
2 H-20 LEACHING CHAM9ERS WITH 4'
- _ > OF STONE ALONG THE SIDES AND 2'
OF STONE ON THE ENDS.
_ T`+�•��h01S I otJ
LIMIT OF 5' OVER -EXCAVATION
=TOZEO O ^7d��o9 jI (SEE NOTE 13)
101.2 PROPOSED 6fNNS�tMh85
llxWATER UNE j FK NAIL
P, IELEVATION- 100.00'
' 4
'L l'il (ASSUMED)
1
ie " I666II ; 1'
�phd IIIiI�II,
DRIVEWAY x 100.1
�,; "' i � � ill,, ,
Q /
PROPOSED �� -106- 100 0 I1�1
it -BOX "
r � � `, QO HP
o S�, �{\�� gyp• ,1,, .- � � � 1 -'
,6• x 99.9 �' �-SYSTEM
VENT
` x994;`
1"=20'
y
x 98.4
RE ED
OCT 3 12006
B'JhONGOF-PT-
QV'.
5
MIn TATt1t01)Te, Vk
SITE CONDITIONS PRIOR TO COMMENCING WORK ON.SIM ANY VARIATIO;9
I
WITHIN 6" OF FINISHED ORADL. I
3. ALL COMPONENTS CF THE.SANITARY SYSTEM,SNALL BE CAPABLE Or j
WITHSTANDING H-10 LOA0ING UNLESS THEY APE UNDER OR WITHIN
<4F';NG'-�'.RFAr -##i«^,.{)--EfMD2N�^.`iALi,-- -
I
1K,n rwOFR op', 'NTN. { Th FT. OF nmEs OR PAPvtMG A1T_FAS.
4. ANY MASONARY UNITS USED 10 PPING COVERS TO GRAOt: Sr'At.L
BE MORTARED IN PLACE.
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE N1TH
DEEDED OR 2011ING REGULATIONS. OWNER / APPLICANT IS TO
68TAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN APEAPPROXIMATE ONLY, EXCAVATION CONT11WOR
IS TO CALL "DI(=SAF£" AT 1--SBS-344-7233 AT If AST 72 HOURS I
PRIOR TO COMMENCING WORK ON SITE. r
7. CONTRACTOR IS TO. VERIFY GRADES Atli) ELEVATIONS AS OtLL AS
MIn TATt1t01)Te, Vk
SITE CONDITIONS PRIOR TO COMMENCING WORK ON.SIM ANY VARIATIO;9
------------------
PROPOSED SEPTIC DESIGN
FOR I
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGI"IEER
PHIL CURRAN
lV hAEOI ATELY,
y'
5 1.,
tt� m
SU!ANER ST.
s
"Ilk
BLVD.
B.
9.
PARCEL IS IN FLOOD ZONE C
LOT IS SHOWN ON ASSESSORS MAP - 2-2- AS PARCEL
10.
EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED,
t r
it.
'TOWN WATERLINE TO BE RE-ROUTED AS SHOWN.
60F MIS Cy
12.
EXISTING HOUSE, SIZED, PATIO AND UTILITY CONNECTIONS ARE TO BE
G
REMOVED.
rf'�tiG
T A.
JOR NO. t y�
APPROVED: BOARD OR HEALTH
rsHE'E T 1 04F' 1
�. Kn n," h,.�r re-v-iti rt,J,AIrc'Dty
C_ L(D 'ANON MAF ��
R weEDt�S 2� ���1�
�% S4x11nRN� _
DATE AGENT
MIn TATt1t01)Te, Vk
------------------
PROPOSED SEPTIC DESIGN
FOR I
PHIL CURRAN
1
y'
5 1.,
tt� m
SU!ANER ST.
s
"Ilk
BLVD.
PROJECT LOCAncN! LOT 79
95 HAKER,ROAD
WEST YARA4f1UTI1, AdA 02673
--
SWEEI'SER ENGINL'ERING
235 GREAT WE_SIERp1 ROAD
SOH P. 0. BOX 713,
39E3 3922 SOUTH DENNIS!, MASS• b2fi60
DATE 1 _ 1 �'� SCALE
PAY RD.
REVISED �y y y
JOR NO. t y�
rsHE'E T 1 04F' 1
�. Kn n," h,.�r re-v-iti rt,J,AIrc'Dty
C_ L(D 'ANON MAF ��
R weEDt�S 2� ���1�