HomeMy WebLinkAbout142 Great Western Road Proposed Septic Design 3TDP OF FOUNDATION
ELEV. _ 11)0.0
(ASSUMED)
���
4" CAST IRON PIPE
PARC EQUAL) PER MUU�M
LEV.-3"
ELEV. - `T7•2,
If
IT
r:rl!ltl�l
CLEAN SAND
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
TEXTURE
MIN. PITCH 1/S" PER FT.
MO .
2" LAYER OF
0-7
/??T
1/b" TO 1/2"
4
RE:OLRRED SEPTIC TANK CAPACITY71 GAL
S
WASHED STONE
N, OTTRECVIRED
SWEETSER ENGINEERING
235GREATWESTERN ROAD
508- P. 0. 8% 713
398-3922 SOUTH DENNI . MASS. 0200
DESIOH PFRCMATION RATE
1CONCRETE
LEACHING AREA17SOL FT.LFA
iot /
3` y
CHMG CAPACITY (AREA k RATE) M/IDAY
ANCHOR
"-TIN.
95,3
BNE V.
DISTRIBUTION�y�""
BOX -J
TO BE WATER TESTED
1000 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
/t 3/4" TO 1 1/*--)��
�F 5 ) WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
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Yt !
t v'
I'y;
pv
'I t
€fix sR esti 10" •EXV. e 7V '7
ti MGH WA TNONE i►NH LTR TORS WM4 G
Ij ><YTRENCH FORMATION WEII / n
SOIL ABSORPTION WELL N /1
SYSTEM (SAS) Aon
USGS PROBABLE WATER TABLE ELEV. -
OBSERVED WATER TABLE ( / / ) a". -
BOTTOM OF TEST HOLE ELEV. -
go
7
_Y\
,I'
/ t
zy,
ter,;
• ' _'
�v
OF
1 T. A.
la DUMAS
l" tio. •t9
LEGEND:
EXISTING SPOT ELEVATION 00„0
DDOSTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER —WSW
CATCH BASIN (®/
CLEAN GAS NO
OUT C�
CESSPOOL C.P.0
SOIL TEST
DATE OF SOIL TEST F vb v $ f1 A99
SOIL TEST DONE BY ✓6GNU
Wt7NESSEDBY K wvc s
OBSERVATION HOLE 1 =V- 97-49
PERCOLATION RATE G Z WANCH AT -
DEPTH I
HORIZI
TEXTURE
COLOR
MO .
0
0-7
togr.Y
t
(�
4
RE:OLRRED SEPTIC TANK CAPACITY71 GAL
ACTUAL SIZE OF SEPI TANK
L
s,g, I>
SWEETSER ENGINEERING
235GREATWESTERN ROAD
508- P. 0. 8% 713
398-3922 SOUTH DENNI . MASS. 0200
DESIOH PFRCMATION RATE
7-0
LEACHING AREA17SOL FT.LFA
iot /
3` y
CHMG CAPACITY (AREA k RATE) M/IDAY
62_,C13
RESERVE LEACHING CAPACITY N CAL/DAY
NOTES:
JOB N0. . r�
1. ALL WORIOAANSHIP AND MA ALS SMAII CONFORM TO D.E.P.
14e7tr04
(Dy2o
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
fo."rr
2711
WITHIN e" OF FINISHED GRADE
�;
3. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL .BE CAPAM OF .
CA�l/32as
WnHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHM
rp
USED UNDER OR WM41N 10 FTI OF DRIVES OR PARION0 AREAS.
i'.
S j -
/Jo WATER ENCOUNTERED AT /Ze OV
,
DESIGN - CALCULATIONSf
�$
NUR?SF7t of BEDROOMS � �
� ''
GARBAGE DISPOSAL UNIT .��. KSL.
TOTALESTIMATED D W
GAL//DDAY
BR.X ETR.) OAL./bAY
4
RE:OLRRED SEPTIC TANK CAPACITY71 GAL
ACTUAL SIZE OF SEPI TANK
_CAL
SOIL CLASSIFIMIM
SWEETSER ENGINEERING
235GREATWESTERN ROAD
508- P. 0. 8% 713
398-3922 SOUTH DENNI . MASS. 0200
DESIOH PFRCMATION RATE
EFFLUENT LOADING RATE CAL/DAY/V.
LEACHING AREA17SOL FT.LFA
;
3` y
CHMG CAPACITY (AREA k RATE) M/IDAY
62_,C13
RESERVE LEACHING CAPACITY N CAL/DAY
NOTES:
JOB N0. . r�
1. ALL WORIOAANSHIP AND MA ALS SMAII CONFORM TO D.E.P.
TITLE S AND THE TOWN OF Y441'o RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2- ALL COVERS TO SANITARY UNITS SHALL BE BROVCHT, TO
WITHIN e" OF FINISHED GRADE
R`ED
3. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL .BE CAPAM OF .
r<
WnHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHM
10 FT. OF DRIVES OR PARIONG AREAS. M-20 LOADING SHALL. DE
USED UNDER OR WM41N 10 FTI OF DRIVES OR PARION0 AREAS.
i'.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SMALL. ..
BE MORTARED IN PLACE.
S. NO DETERMINATION HAS BEEN MADE AS TO COIMANCE %M ;.
DEEDED OR ZONING REGULATIONS. OWNER I APPLICANT IS TO '
OBTAIN SUCH DETERMINATKIN FROM'APPROPRIATE /WTHORw,
s. UTLrno SHOM'N ARE APPROXIMATE ONLY, MMVAIION CONTfCRCR%t
IS TO CALL "DIC -SAFE" AT 1-889-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON snt
7. CONTRACTOR IS 11) VERIFY`ORAD$S AND -MA'fl 6 A3 11wu XS .
SITE CONDITIONS PRR1R TO COMMENCING WOW ON SITE. ANY VARIATM
'.
IS 1O BE BROUGHT' TO THE ATTEHTON OF THE DESICH ENGINEER
u
IMMEDIATELY. ,
S. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP A� PARCEL �/- 3
x'
...
10. E70STING ptY ' /S TO BE PUMPED AND RE�odtt�
wT
APPROVED: BOARD OF HEALTH.
DATE AGENT
0 1999 SWEE75ER ENGiNF.ER1htC { [ ,
j T
Ci Q. wcs''AN �Dn M1.
7
PROPOSED SEPTIC DESIGN ' :
FORNowJ
PROJECT LOCATION
�/T z Y✓� %�'K.J iC t f
SWEETSER ENGINEERING
235GREATWESTERN ROAD
508- P. 0. 8% 713
398-3922 SOUTH DENNI . MASS. 0200
DA'IF4Ldy� 26 , 1999
SCALE
REVISED
JOB N0. . r�
LOCATION MAP
R`ED
SHEET/ / OF
0 1999 SWEE75ER ENGiNF.ER1htC { [ ,