HomeMy WebLinkAboutEngineered Plan - 2001blckuIAHK
TOP OF FOUNDATION
ELEV. = 100.00_
(ASSUMED)
3.00
D QPTD
4 FEE
5 FEE
6 FEE
7 FEE
8 FEE
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
z 4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
Ir�
PR
5
00
11 �.
wv 8.6
X 98.4
.; .
X 98.4.
x 98.5 /
x 98.7
DRIVE
EXISTING DWELLING
4 BEDROOMS
CLEAN SAND
FLOW LINE
LOAM AND SEED',
ELEV. = 97.00 -ll
10
MIN
LOAMY SAND 10YR3/2 NO ROOTS
o
00„0
.
ELEV..
2'0'-T
- LEVEL
ELEV. = 96.70_
-
FINAL SPOT ELEVATION
GAS ELEV. _
96_27 6" SUMP ELEV.
FINAL CONTOUR
00
_
BAFFLE
DISTRIBUTION
EFFLUENT LOADING RATE QRZ9_ GAL./DAY/S.F.
CONCRETE
ELEV.
OUTLET
TOWN WATER =W
ANCHOR
BOX
TEE
14 INCHES
(TO BE PLACED
ON FIRM BASE)
TO BE WATER TESTED
INCHES
1500 GALLON
IF MORE THAN ONE OUTLET
219INCHES
29
INCHES
SEPTIC
TANK
(To BE PLACED ON FIRM BASE)
34
SOIL ABSORPTION-�
WELL M1W 29
3/4" TO 1 1/2" CLEAN
ZONE A
r
SYSTEM (SAS)
INDEX 9.2 9/2001)
DOUBLE WASHED STONE
ADJUST 2.3
FREE OF FINES & SILT
90.27
SEWAGE
DISPOSAL SYSTEM PROFILE
-87.9Z_
BOTTOM OF TEST HOLE ELEV. =.
i
NOT TO SCALE
Ir�
PR
5
00
11 �.
wv 8.6
X 98.4
.; .
X 98.4.
x 98.5 /
x 98.7
DRIVE
EXISTING DWELLING
4 BEDROOMS
CLEAN SAND
HORIZ
LOAM AND SEED',
0-10
2" ItAYER OF .
LOAMY SAND 10YR3/2 NO ROOTS
1/8" TO 1/2"
00„0
).50 MAX WASHED STONEVENT
EXISTING CONTOUR ----00----
Cl
97.25 MIN.
FINAL SPOT ELEVATION
NOT REQUIRED
Z
FINAL CONTOUR
00
1 CU. FT. OF
SOIL TEST LOCATION
EFFLUENT LOADING RATE QRZ9_ GAL./DAY/S.F.
CONCRETE
88.80
(11X48)+(59X2X10/12)
TOWN WATER =W
ANCHOR
CATCH BASIN `1111%
c
o a- _ =1 iELEV.
-ME=
=95.17_
6 HIGH CAPACITY INFILTRATORS WITH
NOTES:
REVISED
STONE. IN AN
TITLE 5 AND THE TOWN OF _YARMOUTH___ RULES AND
11' X 48• X 10" TRENCH FORh,.tATION
Z
'SO
SOIL ABSORPTION-�
WELL M1W 29
WITHIN 6" OF FINISHED GRADE.
ZONE A
r
SYSTEM (SAS)
INDEX 9.2 9/2001)
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
ADJUST 2.3
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
90.27
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE (10/23/2001) ELEV. =
-87.9Z_
BOTTOM OF TEST HOLE ELEV. =.
i
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
cn
0
N
GARAGE
(SLAB)
LIMIT OF.
5' OVERDIG
SOIL
TEST
97.1
LOT 45
18,6374 S.F.
97.5
LEGEND:
HORIZ
TEXTURE COLOR MOTT. OTHER
0-10
A
LOAMY SAND 10YR3/2 NO ROOTS
EXISTING SPOT ELEVATION
00„0
LOAMY SAND 10YR5/6 ROOTS
EXISTING CONTOUR ----00----
Cl
COARSE SAND 10YR6/6
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
00
DESIGN PERCOLATION RATE �i5MIN./IN.
SOIL TEST LOCATION
EFFLUENT LOADING RATE QRZ9_ GAL./DAY/S.F.
UTILITY POLE -0-
(11X48)+(59X2X10/12)
TOWN WATER =W
W
CATCH BASIN `1111%
RESERVE LEACHING CAPACITY �_ GAL./QAY
GAS LINE G
NOTES:
REVISED
CLEAN OUT C.O.
TITLE 5 AND THE TOWN OF _YARMOUTH___ RULES AND
CESSPOOL C.P.0
SOIL TEST
DATE OF SOIL TEST OCT_ 23��001
SOIL TEST DONE BY SWEETSER Fjy�E,F$J[�G
WITNESSED BY
OBSERVATION HOLE 1 ELEV.= 97.80
PERCOLATION RATE < 2 _ MIN./INCH AT 42 INCHES
DEPTH
HORIZ
TEXTURE COLOR MOTT. OTHER
0-10
A
LOAMY SAND 10YR3/2 NO ROOTS
10-24
B
LOAMY SAND 10YR5/6 ROOTS
24-120
Cl
COARSE SAND 10YR6/6
WATER ENCOUNTERED AT __118=_ ELEV.
C: \S8\PROJ\5251-00\DWG\5251-OO.DWG
02001
ENGINEERING I I
DESIGN CALCULATIONS
ROUTE 28
m
�;o
Locus
SILVERLEAF
NUMBER OF BEDROOMS _ 4
PROPOSED SEPTIC DESIGN
FOR TTT
RICHARD I OLS.
GARBAGE DISPOSAL UNIT _NQ__
TOTAL ESTIMATED FLOW
Loc, IAT 459 166 SP AGER LAI
YARI OUM SACUSETTS
( 110 GAL/SPL/DAY X 4_ 811.) _-4-44- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _-MQ_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1I5Q9 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE �i5MIN./IN.
EFFLUENT LOADING RATE QRZ9_ GAL./DAY/S.F.
LEACHING AREA 626.33 SQ. FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE) AQ1_4$ GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY �_ GAL./QAY
NOTES:
REVISED
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _YARMOUTH___ RULES AND
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 SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY 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.
Or
7. CONTRACTOR IS TO VERIFY GRADES .AND ELEVATIONS AS WELL AS
2�
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
E; T ;H DEPT.
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE _ B
9. LOT IS SHOWN ON ASSESSORS .MAP __ _ AS PARCEL _ 85
10. INTERIOR PIPING IS TO BE PLUMBED TO EXIT AS SHOWN.
11. EXISTING CESSPOOLS ARE TO BE PUMPED AND REMOVED.
12. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL .ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
13. VARIANCES TO TITLE 5 AND YARMOUTH RECULA11ONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 5' ABOVE ADJUSTED .WATER.
B. NO RESERVE AREA.
APPROVED: !BOARD OF HEALTH
y�,� �r
�, �.
j, lee, , AT•
4 k
'1
DATE AGENT
C: \S8\PROJ\5251-00\DWG\5251-OO.DWG
02001
ENGINEERING I I
ROUTE 28
m
�;o
Locus
SILVERLEAF
PROPOSED SEPTIC DESIGN
FOR TTT
RICHARD I OLS.
Loc, IAT 459 166 SP AGER LAI
YARI OUM SACUSETTS
�p'�•
S.M r5,AGffNA&WG
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
_
DATE OCT 24, 2001
SCALE 1 " = 20'
JOB N0. 5251-00
REVISED
LOCATION MAP
REVISED
STREET 1 OF 1
C: \S8\PROJ\5251-00\DWG\5251-OO.DWG
02001
ENGINEERING I I