HomeMy WebLinkAbout291 Highbank Road Proposed Septic Design 2TOP OF
ELEV. -
o"V
A.cruA,L %^o 14, 14-031106
4• CAST IRON PIPE
OR E
PATCH QUA
PERIMUM FT.
.ELEV. - {
ELEV.
CONCRETE
COVERS -
ELL AR
CRAWL SPACE CLEAN SAND
4' SCHEDULE 40 PVC>PIPE9LOAM AND SEED
MIN. PITCH 1/8' PERR�9 Q 2' LAYER OF
1/8' TO 1/2'
WASHED STONE VENT
/ U-fMIN. ,
I
-G%>
LEVEL �J
1.1 6• SU ELEV. -
rELE:V-•,
FLE
BGA
DISTRIBUTION
CONCRETE
E J
BOX
(TO BE PLACED ON FIRM BASE)
To BE WATER TESTED
1500 GALLON
IF MORE THAN ONE OUTLET
SEPTIC TANK \
(To BE PLACED ON FIRM BASE)
TO i
A�IIATORS
4w
�6f v
ASHED STONE
Y
\
SEWAGE DISPOSAL SYSTEM PROFILE
NOT SCALE `
to !/
ZONE
SYSTEM (SAS)
1N
ADJUST
USGS PROBABLE WATER TABLE ELEV. •=
N/A
l
N A
BOTTOM OF TEST HOLE ELEV. -
MEbIUM
to
2G/3
.
?v ILZ
MEDIUM
SAND
GA�co..)
77373 .xa.7Y f 7e5V-FGAL
po
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Tit
A t
T':
NOTES:
LOCATION MAP
.
gu
P/ o pe.r -'p� Pj u -I d -e- L
I� r
-9� 26 SFr
9
l
i
SOIL TEST
DATE OF SOIL TEST JULY 14, 1997
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY AMY VON HONE
OBSERVATION HOLE 1 mxv-- /0/,7 OBSERVATION HOLE 2 ELEV.-
PERM ATION RATE < 2 tAN./NCH AT 70_ INCHES
DEPTH
NOT REQUIRED
i
1 CU. FT. OF
MOTT.
CONCRETE
olANCHOR
0-17,
e •
Q
ELEV.
YI1TH
t9 HIGH CAPASTONE6IN
n
A�IIATORS
SAND
z
LOAMY
(j GO (Ip TRENCH FORMA110N
(c)
SOIL ABSORPTION
WELL NA
to !/
ZONE
SYSTEM (SAS)
1N
ADJUST
USGS PROBABLE WATER TABLE ELEV. •=
N/A
OBSERVED WATER TABLE ( / / ) ELEV. -
N A
BOTTOM OF TEST HOLE ELEV. -
MEbIUM
to
2G/3
.
?v ILZ
.
gu
P/ o pe.r -'p� Pj u -I d -e- L
I� r
-9� 26 SFr
9
l
i
SOIL TEST
DATE OF SOIL TEST JULY 14, 1997
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY AMY VON HONE
OBSERVATION HOLE 1 mxv-- /0/,7 OBSERVATION HOLE 2 ELEV.-
PERM ATION RATE < 2 tAN./NCH AT 70_ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
DESIGN CALCULATIONS
0-17,
O/A
LOAMY
SAND
10Y# -V3
0-10
°/A
SAND
+DY�(3o
LOAMY
02660
(c)
B
LS/WD
to !/
SAND
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION —I—
DESIGN PERCOLATION RATES�te��7_� MIN.11
.
EFFLUENT LOADING RATE GAL/)AY/S.F.
C
MEbIUM
to
2G/3
.
?v ILZ
MEDIUM
SAND
SAND
77373 .xa.7Y f 7e5V-FGAL
AY
NO WATER ENCOUNTERED AT IZ2' ELEV-
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION MQN
FINAL CONTOUR
SOIL TEST LOCATION 19
UTILITY POLE -0-
TOWN WATER W—,
CATCH BASIN `®)
GAS UNE
CLEAN OUT
CESSPOOL C.P. 0
DEPTH
HORIZI
TEXTURE
COLOR
MOTT.
OTHER
DESIGN CALCULATIONS
0-17,
O/A
LOAMY
SAND
10Y# -V3
GARBAGE DISPOSAL UNIT . NO
PROJECT LOCATION TOT /J n
"z)(HIGHBANK RD., YARMOUTH]
fl -)6
B
LOAMY
02660
( GAL./BR./DAY X BR.) GAL
AY
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS.
REQUIRED SEPTIC TANK CAPACITY GAL
SAND
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION —I—
DESIGN PERCOLATION RATES�te��7_� MIN.11
.
EFFLUENT LOADING RATE GAL/)AY/S.F.
%> > SQ.
y 60� { 7( K-- lv-
�ACHIU
.
C
MEDIUM
SAND
77373 .xa.7Y f 7e5V-FGAL
AY
39Iw
SHEET 1 0
1.
NOTES:
LOCATION MAP
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
/zp 9
'�
NO WATER ENCOUNTERED AT ELEV.
LOCUS
gga
� ori
K R
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT . NO
PROJECT LOCATION TOT /J n
"z)(HIGHBANK RD., YARMOUTH]
TOESTIMATED FLOW
�fn
110
02660
( GAL./BR./DAY X BR.) GAL
AY
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS.
REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION —I—
DESIGN PERCOLATION RATES�te��7_� MIN.11
.
EFFLUENT LOADING RATE GAL/)AY/S.F.
%> > SQ.
y 60� { 7( K-- lv-
�ACHIU
.
sly �n
CAPACITY (AREA X RATE) GAL
AY
77373 .xa.7Y f 7e5V-FGAL
AY
RESERVE LEACHING CAPACITY
SHEET 1 0
1.
NOTES:
LOCATION MAP
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMOUTH RULES AND
,Y.IM\Iff�.l
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 SHAI
BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AR.AS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
ALL
- UZ MORTARED IN PLACE. _
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WTH
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 'DIG -SAFE' AT 1-800-322-4844 AT LEAST 7
HOURS-'
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS
AS
SITE CONDITIONS PRIOR TO COMM��t' JdNG WORK ON SITE
8. PARCEL IS IN FLOOD ZONE C.
21
1213
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
OF �"S4
T. A.
DUMAS APPROVED: 0
No B19 t��
� FK
N a�
DATE
OF HEA
.TH
N
LOCUS
gga
� ori
K R
PROPOSED SEPTIC DESI
FOR
Lj5LeA) H�m.�STtucTla.J
PROJECT LOCATION TOT /J n
"z)(HIGHBANK RD., YARMOUTH]
02660
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS.
DATE/_ rZ.. ,231Zo01
SCALE �" c 20'
REVISED oa
Joe No. 1338-0
SHEET 1 0
1.
LOCATION MAP
RE'"D
,Y.IM\Iff�.l