HomeMy WebLinkAboutApp# 10-A080TOP FNDN. AT EL. 80.0'
SEPTIC PROFILE
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE (Na TO SCALE) INSPECTION PORT WITHIN 3' GRADE
/� ACCESS COVER (WATERTIGHT) TO // MARK WITH MAGNETIC TAPE OR EQUIVALENT.
78 5' . MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6' OF FIN. GRADE- -
0° ---
� 0h n 77.0'
PROPOSED 1500
76.6' GALLON SEPTIC 76.35'
TANK (H- 10 )
- GAS
BAFFLE 75 67'
RUN LEVEL 2'
/-PIPEE
FOR PIPE /OR
(-2--X SLOPE) �6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
DEPTH OF FLOW = 4'
TEE SIZES: ( %SLOPE) (-!--% SLOPE)
INLET DEPTH = 10„
OUTLET DEPTH = 14"
FOUNDATION- 20' - SEPTIC TANK -
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26.25'
I 4.00' 4.00'
I\ 1 22.2' Q� .pp. / / /
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TF = 80.0'
i% ELEC. HANDBOX
/ I /
0)
TEL. &CATV RISERS
44'
PEASTONE
3/4" TO 1 1/2" DOUBLE WASHED STONE
12'
LEACHING
FACILITY
3' MAX.
6.17'
BOTTOM TH 1 EL. 67.0'
SEPTIC DESIGN:
0/A
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS ® 110
GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
NTT% 15K
LEACHING:
SIDES: 2 (33.5 + 12.83) 2 (.74) =
137 GPD
BOTTOM 33.5 x 12.83 (.74) =
318 GPD
TOTAL: 614 S.F.
455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT
SIDES
APPROVED DATE
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/ I a GARAGE / /�o-�s /) // I^� //�/ // // // DRIVED LOT 2A
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/ ^ CO I ,/ /// 1``�y /// / Ah // // // /i1// / BENCH MARK - HYDRANT I
I10
s� 1 _ �/ I / _ 26.0 ' / / / / / / / / 11 POP. RET. 1 ON TAG# 2068 EL. = 67.0
I 23.1' / / / / , / l / �2F / / / / / / / /111 VALLS
11 , 5
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//372.5/ 1 / ATE E EASEME
-----------------------------
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PROP. RET. WALL 1 ° I EXIST WALL
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z I AND METER I
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Q 0 TEL. & CATV RISERS LEGEND I
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DCE #99-403 LOT3A
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
10p PROPOSED CONTOUR
--100-- EXISTING CONTOUR
, MA
BOARD OF HEALTH
NOTES
1. DATUM IS APPROXIAIIATE N.G.V.D.
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
11. CONTRACTOR RESPONSIBLE FOR ALL EROSION CONTROL,
EROSION CONTROL NETTING REQUIRED ON ALL SLOPES >1=
DATE
4 n"
LvvV�7 IVI/1r'
NOT TO SCALE
ASSESSORS MAP 94 PARCEL 3.1
LOCUS IS WITHIN FEMA FLOOD ZONE C
MINIMUM YARD SETBACKS`
FRONT - 30 FT.
SIDE - 20 FT.
REAR - 20 FT.
*VERIFY WITH BUILDING DEPARTMENT
TEST HOLE LOGS
ENGINEER: MICHAEL FARIA, SE
WITNESS: AMY VON HONE, RS
DATE: 1/10/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
84.0' O" 484.0' p" 4
0/A
SL
8. 1OYR 3/1
B
LS
36" I1OYR 5/6
81.0'
132"
C1
LS
2.5Y 6/4
C2
MS
2.5Y 7/4
PERC
0/A
SL
4, 1OYR 3/1
B
LS
t8"
tOYR 5/6
C1
LS
2.5Y 6/4
84"
C2
MS
2.5Y 7/4
7.0' 180" 1 69_0' 156"
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE n,
OF
ELEV.
82.0'
.• •
LOT 3A OLD HYANNIS ROAD
YARMOUTH (PORT) MA
PREPARED FOR
SIDDHARTH
DATE: MARCH 14, 2005
REV: APRIL 28, 2005
REV: MAY 15, 2005
REV: 3LLnfl; 14, 2010
Scale: 1"= 20'
0 10 20 30 40 50 FEET
0/A
JUN 14 2010
SL
1OYR 3/1
8 "
NTT% 15K
B
JUN 14 7010
LS
36"
1OYR 5/6
81.0'
C1
LS
2.5Y 6/4
168"
C2
MS
2.5Y 7/4
204"
6
132"
C1
LS
2.5Y 6/4
C2
MS
2.5Y 7/4
PERC
0/A
SL
4, 1OYR 3/1
B
LS
t8"
tOYR 5/6
C1
LS
2.5Y 6/4
84"
C2
MS
2.5Y 7/4
7.0' 180" 1 69_0' 156"
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE n,
OF
ELEV.
82.0'
.• •
LOT 3A OLD HYANNIS ROAD
YARMOUTH (PORT) MA
PREPARED FOR
SIDDHARTH
DATE: MARCH 14, 2005
REV: APRIL 28, 2005
REV: MAY 15, 2005
REV: 3LLnfl; 14, 2010
Scale: 1"= 20'
0 10 20 30 40 50 FEET
DANIEL A. OJALA, P.E., P.L.S.
JUN 14 2010
YARMOUTH
KING`-- HIGHWAY
DANIEL A. OJALA, P.E., P.L.S.
off 508-362-4541
fax 508-362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
NTT% 15K
JUN 14 7010
HEAL I
off 508-362-4541
fax 508-362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675