HomeMy WebLinkAboutEngineer PlanTOP OF FOUNDA 0'4 20 FT. ARUM FROM CELLAR
M. 0 10115 n 10 FT, MWUM 10 FT. MINIMUM FROM SUB OR CRAY& SPACE
CONCRETE
COVERS
4` SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT.
/
�7
/,!
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4- PER FT.
FLOW LINE
ELEV. _ O
-TM'
N.
9� 3 '
0
ELEV. _
CAS ELEV
r 9 6' ELEV.
BAFFLE
I
DISTRIBUTION
UO°JI
Erb
OUTIET
TE
ELEV.
BOX .L-�
—
4 FEET
14 INCN,:S
(TO BE PLACED ON FIRM BASE
TO BE YIATER TESTED
5 FEET
6 FEET
19 INCHI"S
24 INCHtS
1500 GALLON
IF MORE THAN ONE OUTLET
a �� �
34 iN�Es
SEPTIC TANK
('O BE PL'''� ON ��' BASS
3/4' TO 1 1/2'-J
WASHED STONE
j5eC,vCKooi7-2 K
TAG tf- t. 7-
�-c
CLEAN SAND
LOAM AND SEED
2' LAYER OF
1/II- TO 1/2'
WASHED STONE
y MGM CAPACITY INFILTRATORS i1TH
,1 STONE IN AN
TMCH FDRMA"TON
SOIL ABSORPTION
SYSTEM (SAS)
• SOIL TEST
DATE OF SOIL TEST 9
SOIL TEST DONE BY r c1 r i C
WITNESSED BY C• rELLEY
OBSERVATION HOLE 1 ELEV.-
-99,q- 03SERVA110N HOLE 2 ELEV.- 972 ,
PERCOLATION RATE La MIN./INCH AT G3 NCHES PERCOLATION RATE .lei_ MN. --NCH AT G3 �cmm
NOTTREQUIRED
1 CU. FT. OF
- CONCRETE
ANCHOR
ELEV. /
sg'
i_
� N
ZONE
INDEX
AD,AIST
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
o"
°� R
zanHy
/oyR
�ooTs
r13„
SANo
31.1
N�
13
LoAlyy
/oyR
�r
�t�►�H/
,oyR
C
1190"
NO WATER ENCOUNTERED AT /P?P ,, ELEV. - E 9 , y
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
o
°��
'Lo4t4
3%
?OoTS
5gWD
G!
g
Logmy/
/oyR
"
S9A/D
S/d
C
HED►uf4
/oyR
I/fin
5 RAJ.
G/d
WATER ENCOUNTERED AT /20, ELEV. - -,EZe
LEGEND:
DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABU ELEV. = EXISTING SPOT ELEVATION 00,�0
NU M"— OF BEDROOMS
OBSERVED WATER TABLE ( / / ) ELEY. = EXISTING CONTOUR----00----
NOT TO SCALE BOTTOM OF TEST HOLE' ELEV. _
CAR13AX DISPOSAL UNIT
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW
�
d
FINAL CONTOUR
( 110 GAL./LR./DAY X SR.)
3 . CAL/DAY
SOIL TEST LOCATION
REQUTFEED SEPTIC TANK CAPACITY
CAL
UTILITY POLE -0-
ACTUA_ SIZE OF SEPTIC TANK
1 CAL
TOWN WATER -
SOIL CLASSMCATION
1
CATCH BASIN `r'%
GAS LINE C —
DESIGN PERCOLATION RATE
EFFLUENT RATE
< 5 MIN.
CAL �AY�S.F.
CLEAN C.
LO?ADING
=-�
CESSPOOLOUT
C.P.0
�LNG
ifr(3?(r�y`i 7�'�?-X Ib 4 fZ)
SO. FT.
LEA 4 ` CAPA
IT (AREAy X RATE)
� GAL/UAY
X
RESERVE LEACHING CAPACITY
ILL GAL tAY
� c. i--( I
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MNIVW OF V AROUND LEACHING FACILITY AND BE REPLACED
MATH MATERIAL AS SPECIFIED IN 310 CNR 15.255: (3�
OF
�S-
jp G
T. A. `
CD DUMASj�
No. i9 \I
4 PJI
NOTES:
1. ALL W MVANSHTP AND MA A SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOY N OF -El e-M Qy T N RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWfAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 8' OF FTMSMD GRADE 1
3. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL SSE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DMVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR "THIN 10 FT. OF DRNES OR PARKING AREAS.
4. ANY IIASONARY UNITS USED TO ST-NG COVERS TO GRADE SHAD.
BE M/.f)PTA= IN PLACE.
Vi$,.a Y�a..[i ..f 9q.r AS M rgv'll� h1"i i
R %AjL A-rC 4S. 0*-4 R / APPLICANT IS TO �
CeTA;N SUCIi DE1ERIAINAT?OH FROM APPROPRIATE /',U MOR:TY.
6. UTILITICS t0''`'I ARE APPROr". ATE 0"?LY, EXCAVATION 6O°iTRA6TM
IS TO CALL `DN^,-SATE' AT 1-G'--344-7233 AT LEAST 72 HOURS
PRIOP TD M^!94C14 3 !!"JT'?G ON Stir_
7. COYIRACTOR Is TO VERIFY GRADES AND ELEVAT'100,M AS t►'L1L As
SITE C0 nMONS PRIOR TO COMINENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMME L IATE LY.
D PARCEL IS N FLOOD ZONE �C��
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL Q!/2
APPROVED: BOARD. OF HEALTH
f1 • T'f- /
PROPOSED SEPTIC DESIGN
FOR
t1P PROJECT LOCATION L 0 7- //02
G4E.FJu4AAID Y)99>4DVTR tb
Ay c r9
h SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713 I
39t]-3922 SOUTH DENNIS, MASS. 02660
t.L DATE 7//7 jm' SCALE 1___j 1
M1
,pc M REVISED
F7-
LOCATION MAP R>„SEDISH ET OF /
e 100A tr! a rmm. rmrur.