HomeMy WebLinkAboutEngineered Plan - 201541.7'
*34't* 33.49'
PROVIDE
IGHT ALL SY
SHALL
TE
ACCESS COIVERS TO (WITH NAT6RTOF FIN. GRADE SYSTEM PROFILE MARKEDS WITHCMAGNETICTTAPE OR BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORTS TO
ACCESS COVER AT FIN. GRADE
37.5' MINIMUM .75' OF COVER OVER PRECAST
MINIMUM 1' OF COVER MINIMUM .75' OF COVER NOTE: 2" MIN. WALL
OVER POLY TANK OVER PRECAST THICKNESS REQUIRED
4"s�SCH40 PVC
16.1 "(1.34') PIPES LEVEL 1ST 2'
PROPOSED �. 33.24'
GALLON POLYETHYLENE
SEPTIC TANK 41 {. GAS 000000000000`
000
Iy �,�(. " BAFFLE ,4o°o�q�o
Y
•a :u. � r! Yx •. m -.+'.. aa'cc. u ,a .... w w*x; . x n � x 3. °j
33.10 X32.93'
(2 % SLOPE) 6' COMPACTION. (15021M[2]H)ANICAL
T IT! DEPTH OF FLOW = 4' WATER TEST
FOR LEVELNESS
REQUIRED TEE SIZES:
INLET DEPTH = 10" MIN. BELOW FLOW LINE
OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE
(-!-% SLOPE)
FOUNDATION- 10' SEPTIC TANK 14' -
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-V9 -
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
TH1
1 a) REDUCTION IN SETBACK, SAS TO LOT LINE
TEST HOLE
2�
SLOPE OF GROUND
FNDN (10' TO
UTILITY POLE
r
FIRE HYDRANT
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
WITHIN 3" OF FINISH GRADE
2% SLOPE REQUIRED OVER SYSTEM
(-L-% SLOPE)
- 3' -
16 H-20 HIGH CAPACITY UNITS
(NO STONE PROPOSED)
LEACHING
FACILITY
BENCH MARK - CORNER CONC.
GARAGE APRON. ELEV. = 39.1'
4'
G -W AT EL. 28.0'
(NO ADJUSTMENT USED;
CLAYEY SOILS)
x 34.84
/ 23.67'
/.,�o 35.22 S
E
TH1�
x 3 .1069
24" EE ®'
/
/
H2
^rn i
/ 2 6C
m
VO /
/
� A4 /
8 - __�_ I,8 __,' �-
3.0 .
.7 1 11
GRAVEL 9�` _�g 0
PARKING
AREA 39.4,839.52 �
.49 GARAGE
4 1 ' x 39.49 SLAB EL.
40 39.3'
40.19 QC05 3 .32 O
41.1 /
0
40.41 � _ 1 ? 00
O
/4 9
EXISTING DWELLING 4 .85
O
O40.76 4 .94 EXISTING DWELLING
TOP FNDN. = EL. 41.7'
41..
3
�u 3
4 6
O � I
41- I \ 3
/ 4 .54 1\ 14d,
/D 6 / \ 3
/ DECK 4 1'13\ \ I
/ 42.15 LOT AREA \3
1) 60.04 7,979 S� Ft.
x 4 f
x 2.07
\ 7 4 5x 42.38
A4L_2.zq � .45
AWAF � ___x 42.69
Scale:1 "= 20' STREET _ RO(/rE 6A
0 10 20 30 40 50 FEET
NOTES
1. DATUM IS APPROX. NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE .PITCH TO BE 1/8" PER FOOT.
4: DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED
x 36.19
o Tho e Rood
0
�. L cus
C)
� a
c
g 9`
Sand i e
o�
Dennis
Pond
LOCUS MAP
ENGINEER: DANIEL E. GONSALVES,
SE #13587
ASSESSORS MAP 122 PARCEL 35
WITNESS: AMY
VON HONE,
RS
COMPLIANCE 15.405:
1 a) REDUCTION IN SETBACK, SAS TO LOT LINE
DATE: 1/7/15
(10' TO 8')
1b) REDUCTION IN SETBACK, ST TO
FNDN (10' TO
5')
r
PERC. RATE _
< 2 MIN/INCH
15.415: LESS THAN 4' OF SUITABLE
MATERIAL
BENEATH SAS (1' VARIANCE)
SYSTEM DESIGN:
CLASS I
SOILS
ELEV.
ELEV.
0"
35.5'
0"
36.0'
A
A
LS
LS
1OYR 3/2
1OYR 3/2
13"
18p,
B
B
SL
SL
24"
10YR 4/6
33.5'
26"
1OYR 4/6
33.8'
G
G
SL
SL
42"
1OYR 5/4
32.0'
66"
1OYR 5/4
30.5'
C2
C2
SIEVE
M/CS
M/CS
90"
2.5Y 6/6
28.0'
90"
2.5Y 6/6
28.5'
C3
C3
SL
SL
W/ SILT
W/ SILT
132"
10YR 5/3
24.5,
132"
10YR 5/3
25.0'
GROUNDWATER ENCOUNTERED
GROUNDWATER ENCOUNTERED
90" EL. 28.0
® 96"
EL. 28.0
DCE # 14-373
WITHIN 3" OF FINISH GRADE
2% SLOPE REQUIRED OVER SYSTEM
(-L-% SLOPE)
- 3' -
16 H-20 HIGH CAPACITY UNITS
(NO STONE PROPOSED)
LEACHING
FACILITY
BENCH MARK - CORNER CONC.
GARAGE APRON. ELEV. = 39.1'
4'
G -W AT EL. 28.0'
(NO ADJUSTMENT USED;
CLAYEY SOILS)
x 34.84
/ 23.67'
/.,�o 35.22 S
E
TH1�
x 3 .1069
24" EE ®'
/
/
H2
^rn i
/ 2 6C
m
VO /
/
� A4 /
8 - __�_ I,8 __,' �-
3.0 .
.7 1 11
GRAVEL 9�` _�g 0
PARKING
AREA 39.4,839.52 �
.49 GARAGE
4 1 ' x 39.49 SLAB EL.
40 39.3'
40.19 QC05 3 .32 O
41.1 /
0
40.41 � _ 1 ? 00
O
/4 9
EXISTING DWELLING 4 .85
O
O40.76 4 .94 EXISTING DWELLING
TOP FNDN. = EL. 41.7'
41..
3
�u 3
4 6
O � I
41- I \ 3
/ 4 .54 1\ 14d,
/D 6 / \ 3
/ DECK 4 1'13\ \ I
/ 42.15 LOT AREA \3
1) 60.04 7,979 S� Ft.
x 4 f
x 2.07
\ 7 4 5x 42.38
A4L_2.zq � .45
AWAF � ___x 42.69
Scale:1 "= 20' STREET _ RO(/rE 6A
0 10 20 30 40 50 FEET
NOTES
1. DATUM IS APPROX. NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE .PITCH TO BE 1/8" PER FOOT.
4: DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED
x 36.19
o Tho e Rood
0
�. L cus
C)
� a
c
g 9`
Sand i e
o�
Dennis
Pond
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 122 PARCEL 35
VARIANCES REQUESTED UNDER MAX.
FEASIBLE
COMPLIANCE 15.405:
1 a) REDUCTION IN SETBACK, SAS TO LOT LINE
(10' TO 9') AND ST TO LOT LINE
(10' TO 8')
1b) REDUCTION IN SETBACK, ST TO
FNDN (10' TO
5')
r
1h) REDUCTION IN G -W SEPARATION
(5' TO 4')
15.415: LESS THAN 4' OF SUITABLE
MATERIAL
BENEATH SAS (1' VARIANCE)
SYSTEM DESIGN:
1 GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
5 REMOVAL OF UNSUITABLE SOIL REQUIRED SEPTIC TANK: 330 GPD (2) = 660
i x 36.14 AROUND PERIMETER OF LEACHING FACIOT-Y --USE A 1500 GAL. H-10 POLY SEPTIC TANK
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3) LEACHING:
POSSIBLE
36 OVERFLOW 4.73 SF/LF x 6.25' LENGTH = 29.56 SF PER
TRENCH HIGH CAPACITY INFILTRATOR UNIT
330 GPD/0.74 GPD/SF = 445.9 SF LEACHING
SEPTIC SYSTEM PER REQ'D
ASSESSMENT SKETCH
36. 6
X
36.80 445.9 SF/29.56 SF/UNIT = 15.1 UNITS
PROP. 1500 GAL FRALO OR THEREFORE, USE .GRAVELLESS SYSTEM OF (16)
EQ. SEPTIC TANK P t I`d for REPAIR OF SEPTIC SYS'I'En9
1.- va r H-20 HIGH CAPACITY UNITS IN FIELD
ONLY, due to State and Local septic variances.
Board of Health review and approval is required for CONFIGURATION SHOWN
any future additions/renovations/alterations to
���, sewage facilities and/or structures/6%elling. 16 UNITS X 29.5 SF = 472 SF > 445.9 SF
' ' ' Yarmouth Ilcalth t>� art'nent 472 SF (0.74) = 349 GPD (OK)
APPR0N1-r D; -P' &A
la .�e Date AFjf
EXISTING DWELLING
1-7-1-115
DATE
N OF 41,g8S�cy
DANIELA
o OJALA
CIVIL
No. 46502
o� A.
r�
v OJALA :n
• ,o
No. 40980 .,:
, MA
OVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
146 ROUTE 6A
YARMOUTH PORT
PREPARED FOR
CATHY HAGOPIAN
JANUARY 21, 2015
off 508-362-4541
I fax 508-362-9880
downcape.com
00011 Cd.Pe el) eeriag, 1*17c°
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
0.
N
0
�l
Cn
r
J
o� A.
r�
v OJALA :n
• ,o
No. 40980 .,:
, MA
OVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
146 ROUTE 6A
YARMOUTH PORT
PREPARED FOR
CATHY HAGOPIAN
JANUARY 21, 2015
off 508-362-4541
I fax 508-362-9880
downcape.com
00011 Cd.Pe el) eeriag, 1*17c°
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675