HomeMy WebLinkAboutEngineer Plan - 200920 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
TOP OF FOUNDATION 10' MINIMUM FROM SLAB
ELEV. 3a•0 _ 10 FT. MINIMUM
24" MANHOLE 24" MANHOLE
COVER COVER
11 BLOWER OF.A.S.T. ® 4" SCHEDULE 40 PVC PIPE
TREATMENT PLANT MIN. PITCH 1/8" PER FT.
3.00 4" CAST IRON PIPE -_
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
FLOW
ELEV. R 35_00_ LINE 2
SLAB ELEV. _ _�Q.�Q_ 110" LEVEL
011
MIN. ELEV. = 6" SUMP
ELEV. _ _ 34.50 ELEV. - 34_00
ELEV. - 34_35 _mdzDISTRIBUTION
ELEV.
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)
3/4" TO 1 1 /2" CLEAN -�
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
• 37.2
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
WASHED STONE
37.05 IAA OR FILTER FADRIC VENT
34.80 MIN
NOT REQUIRED
.34.05
a,
00000000000
° 0
0
❑D❑DD❑D❑❑❑D
0
0
0
0
0
❑DD❑❑D❑❑❑D❑
0 2'o0
00
O
°o°°
❑❑❑D❑❑❑❑❑❑D
°
o
31.30
00
o
ELEV.
2 500 GALLON GALLEYS WITH
STONE IN AN
13' X 25' X 2' TRENCH FORMATION
z
19.00 WELL A1W 230
ZONE
SOIL ABSORPTION
INDEX23.3
ADJUST2-.8
SYSTEM (SAS)
USGS PROBABLE WATER TABLE ELEV. _
_1234_
OBSERVED WATER TABLE (9/13/05) ELEV. =
- 2.50 _ TEST HOLE 2, LOT 9
BOTTOM OF TEST HOLE ELEV. _
_24 5--
/ o 39.
`
� 1'
1.7
SAMPLE 4�i. 0
CATCH , `` •\
Q
3 8 SINGULAIR 960DN
SAL TREATMENT PLANT 0.4
S) 1 ®4 \
13.p0 D • / 0
• 39 3 /�J ¢'
00,
38.5
39.8 BOX 39.3 q
vrn ' o
I •/ /
I 0
VENT 0
MANHOLE'
SOIL +a
TEST
--- l 4
6eY 40.7
VAflAW JA68
(NCbJ
LEGEND:
EXISTING SPOT ELEVATION
00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
0 .0
FINAL CONTOUR -
SOIL TEST LOCATION
UTILITY POLE -C>-
TOWN WATER - W
W-
CATCH BASIN®�
GAS LINE
CLEAN OUT C.
CESSPOOL C.P.
/ 41 0
/ LOT 2
17, 030 .t S. F. '
• 40.2
■ 41.9
PROPOSED D
rl i BEDRQO LZ/NG
� � SUNK l4
OOM O
O
SOIL
TEST 3 O �" ��
ry -J
F. A. S. T.
41.1
SOIL_ TREATMENT PLANS
p TEST 2 -p -\
RESER VE h BOX
L G
S
� LIMIT OF 5'
OVERDIG
IL j
TES
41.2
l60. 46'
•
OREAT
SRN R�AI>
• 42.9
99
Nc ROAD
7
7
---- (3e)-
- (40)T
LOT 1
7 7, 041 t S.
(44) ,
--�, 44.7
Ea
VWmouth Meats Department
APPROVED
ate
SOIL TEST
DATE OF SOIL TEST Jt1NE_3_2009 &_SEPT 17, 2009
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY A. VON HONE-_____
OBSERVA11014 HOLE 1 ELEV.-_ 41.-0-
PERCOLATION RATE __<__g-__ MIN./INCH AT _ 66_- INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-5"
5-9"
0
E
ORGANIC
MEDIUM SAND
NO
10YR7/1
9-40`
8
LO_AMY_'_SAND
10YR6/4
_
ROOTS
40-132"
C
LOAMY SAND
2.5Y8/4
5X C08BLES
NO WATER ENCOUNTERED AT _ 1327 ELEV. = _ 30_0 _
OBSERVATION HOLE 2 ELEV.=_ 41.2 -
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-5" '
0
ORGANIC
NO -
-
5-9"
E
MEDIUM SAND
10YR7/1
9-40"
40-120"
8
C
LOAMY SAND
LOAMY SAND
10YR6/4
ROOTS
15% COBBLES
2.5Y8/4
1
NO WATER ENCOUNTERED AT _ 120 _ ELEV. = _ 31 2 _
OBSERVATION HOLE 3 ELEV.=__35.0_
DEPTH
I HORIZ
I TEXTURE
COLOR
I MOTT.
OTHER
0-126"
IC
LOAMY SAND
I
INO
OF U4
T A.
DUMAS y
No. 619
FG 7 S
S'�NI N
NO WATER ENCOUNTERED AT _ 126"_ ELEV. = _ 24.5
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW -
( 110 GAL./13R./DAY X iBR.) _ _ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _1-465- GAL.
ACTUAL SIZE OF SEPTIC TANK 15W GAL.
SOIL CLASSIFICATION
DES+GN PERCOLATION RATE S_'�F__ MIN./IN.
EFFLUENT LOADING RATE 0.1.4_ GAL./DAY/S.F.
LEACHING AREA 4_77__00 SQ. FT.
(13X25)+(38X2X2)
LEACHING CAPACITY (AREA X RATE) U2., 0 GAL./DAY
477.00 X 0.74
RESERVE LEACHING CAPACITY ,' .Ja GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE,
2. ALL COVERS TO SANITARY UNITS SHALL BE BRUUGHT 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 SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
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 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TC BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE c___
9. LOT IS SHOWN ON ASSESSORS MAP __1109 _ AS PARCEL __5.2__.
10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
APPROVED:
BOARD
OF
HEALTH
11. A VARIANCE OF 6.3' IS REQUIRED FOR THE TOP
OF FOUNDATION TO BE
LESS THAN 2' ABOVE THE HIGH POINT IN ROAD
(NON -ACCESS WEST
GREAT WESTERN ROAD).
DATE
s
SEP 18 2009
HEALTH DEPT.
AGENT
LOCUS ?
�'
z
c�F�r
p ®
Sl
6
PROPOSED SEPTIC DESIGN
FOR
DUBUN CONSTRUCTION, INC.
LOC.LOT 2 - # 17 HAWS
WING ROAD, YARMOUTH
Sl/EE73AR SANG ROAD G
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
['ATE JU N E 3, 2009
SCALE 1 " = 20'
REV. SEPT. 17, 200
J08 N0. 6250-02
LOCATION MAP
�REV.
LSHEET 1 OF 1
C. S8PROl�6250-00�dwg�6250-OOSAS.DWG 02009 SWEETSER ENGINEERING'