HomeMy WebLinkAbout83-1716 - Site PlanLEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
PROVIDE 4" U
AND SEEDED
(BOTH SIDES)
04-219
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPD
440
TOP FNDN AT EL. 25.76' SYSTEM PROFILE
.,
/-ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE/
2%
RADE2% SLOPE REQUIRED OVER SYSTEM
TEST HOLE LOGS
PROVIDE INSPECTION PORTS (ONE PER ROW
OF EQUALIZERS) ENGINEER: D.A. OJALA, SE
WITNESS: AMY VON HONE, RS
USE A GPD DESIGN FLOW 24.0' - 25.0' g/1/04
* _RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE:
SEPTIC TANK: 440 GPD (�) = 880 23.15' FOR FIRST 2' �iPROVDE MIN. 1' COMPACTED 2 MIN/INCH
USE A 1500 GALLON SEPTIC TANK PROPOSED 1500 II II / 22.6'
COVER IN DRIVEWAY AREA PERC. RATE _
GALLON SEPTIC / I
LEACHING 22.95 TANK (H- 10) 2G S 0'�-� o CLASS SOILS
BASE FOOTINGS 22.52 22.2'
SIDES: N/A MINIMUM
I I .M ELEV. •' :.. BAFFLE 22.69' �� , goQ 0.5'
2 25 x 12 74 = 444 1 ` X250 0000$ ELEV.
BOTTOM: ( ) (' ) (_% SLOPE) �6" CRUSHED STONE OR MECHANICA-L + 4
COMPACTION. (15.221 [2]) EQUALIZER 24 HD 0" 247,
TOTAL: 600 S.F. 444 GPD DEPTH OF FLOW = 4' A
USE (2) 25' x 12' LEACH FIELDS EACH CONSISTING TEE SIZES: (-!-% SLOPE) (-i--% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE P
SL
=
OF 2 ROWS OF 3 EQUALIZER 24 HD'S WITH S STONE INLET DEPTH 1 10""
10" 1OYR 4/2
AT SIDES, 3.5' BETWEEN ROWS AND NONE AT ENDS OUTLET DEPTH = 5'
FOUNDATION- 10' SEPTIC TANK -- 1' D' BOX 34' LEACHING B
FACILITY LS
BOARD OF HEALTH 1OYR 5/6 21.7'
*THIS IS A PROPOSED MINIMUM USE ADJ. WATER AT EL. 16.7' 36"
MA INVERT ELEVATION OUT OF
APPROVED DATE FOUNDATION. PLUMBER/CONTRACTOR
CROWN
1/8" TO 1/2" NATIVE WASHED STONE
4" PROCESSED STONE
SAND BASE
PERVIOUS DRNEWAY CROSS SECTION
(NOT TO SCALE)
TOP CULVERT^
PIPE /
BEG DITCH
1.r
wr y 1 770
0 yam+
r h y 1 r !
OLD DON r r #5
OF ,/ SCHALL \ i
FLAG
50- ;
/ # i
zu
PROP. BERM / /r#3. zz
(BOT SIDES OFDRIVE;/
r PROP ADD
/
.....
%!
2 4z
# ✓o Q\ ` PROP. WORK LIMIT LINE 4�" ¢gyp p
�
EXIS .
10v LEACH.
UIT
NAIL IN 1 #16
UTILITY POLE / PROP. WORK LIMIT LINE TSq
ELEV. 1.o
_ r kf \ ♦ `WAy PROP.
20.7 it 12 �. Sl�T F♦ \ \ , PAVED
I i # fiyCF ♦ `\ I_ DRIVE e•'PIN
LOTS 11 & 3
13 � `. 26,173 tSF ♦ ♦ ` � /
#17lY ' 123 , I $D 5' 6• PINE
r
#10A r
#10
Z ISOLATED za_
j WETLAND 24
, 1
�Q - 6616 SF
PUMP AND EMOVE
1 i1 EXIST SE C TANK
,
#9
I
#2 `
,
,
i #7
#4
` r
-' #6
#4� -
TO CONFIRM FEASIBILITY GIVEN
PROPOSED ADDITIONS' PLUMBING
REQUIREMENTS
CONTACT ENGINEER IF NOT FEASIBLE
(PUMP DESIGN WOULD BE NECESSARY)
PROVIDE MIN. 2' COVER OVER EXIT PIPING
(OR INSTALL INSULATING BLANKET OVER
PIPING TO SEPTIC TANK)
C
PERC
•* NOTE: BASE OF FOOTINGS FOR NEW ADDITIONS SHALL BE MINIMUM 2' ABOVE THE M/F
ADJUSTED GROUNDWATER ELEVATION SAND
5' REMOVAL OF UNSUITABLE SOIL
r CRAWL
REQUIRED AROUND PERIMETER OF
1 /
9
SUITABLE SOIL LAYER. REPLACE
RE-ROUTE GASLINE
WITH CLEAN MED. SAND. ENGINEER
Iv
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 EXISTING CONTOUR
PROVIDE 4" U
AND SEEDED
(BOTH SIDES)
04-219
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED )
DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPD
440
TOP FNDN AT EL. 25.76' SYSTEM PROFILE
.,
/-ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE/
2%
RADE2% SLOPE REQUIRED OVER SYSTEM
TEST HOLE LOGS
PROVIDE INSPECTION PORTS (ONE PER ROW
OF EQUALIZERS) ENGINEER: D.A. OJALA, SE
WITNESS: AMY VON HONE, RS
USE A GPD DESIGN FLOW 24.0' - 25.0' g/1/04
* _RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE:
SEPTIC TANK: 440 GPD (�) = 880 23.15' FOR FIRST 2' �iPROVDE MIN. 1' COMPACTED 2 MIN/INCH
USE A 1500 GALLON SEPTIC TANK PROPOSED 1500 II II / 22.6'
COVER IN DRIVEWAY AREA PERC. RATE _
GALLON SEPTIC / I
LEACHING 22.95 TANK (H- 10) 2G S 0'�-� o CLASS SOILS
BASE FOOTINGS 22.52 22.2'
SIDES: N/A MINIMUM
I I .M ELEV. •' :.. BAFFLE 22.69' �� , goQ 0.5'
2 25 x 12 74 = 444 1 ` X250 0000$ ELEV.
BOTTOM: ( ) (' ) (_% SLOPE) �6" CRUSHED STONE OR MECHANICA-L + 4
COMPACTION. (15.221 [2]) EQUALIZER 24 HD 0" 247,
TOTAL: 600 S.F. 444 GPD DEPTH OF FLOW = 4' A
USE (2) 25' x 12' LEACH FIELDS EACH CONSISTING TEE SIZES: (-!-% SLOPE) (-i--% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE P
SL
=
OF 2 ROWS OF 3 EQUALIZER 24 HD'S WITH S STONE INLET DEPTH 1 10""
10" 1OYR 4/2
AT SIDES, 3.5' BETWEEN ROWS AND NONE AT ENDS OUTLET DEPTH = 5'
FOUNDATION- 10' SEPTIC TANK -- 1' D' BOX 34' LEACHING B
FACILITY LS
BOARD OF HEALTH 1OYR 5/6 21.7'
*THIS IS A PROPOSED MINIMUM USE ADJ. WATER AT EL. 16.7' 36"
MA INVERT ELEVATION OUT OF
APPROVED DATE FOUNDATION. PLUMBER/CONTRACTOR
CROWN
1/8" TO 1/2" NATIVE WASHED STONE
4" PROCESSED STONE
SAND BASE
PERVIOUS DRNEWAY CROSS SECTION
(NOT TO SCALE)
TOP CULVERT^
PIPE /
BEG DITCH
1.r
wr y 1 770
0 yam+
r h y 1 r !
OLD DON r r #5
OF ,/ SCHALL \ i
FLAG
50- ;
/ # i
zu
PROP. BERM / /r#3. zz
(BOT SIDES OFDRIVE;/
r PROP ADD
/
.....
%!
2 4z
# ✓o Q\ ` PROP. WORK LIMIT LINE 4�" ¢gyp p
�
EXIS .
10v LEACH.
UIT
NAIL IN 1 #16
UTILITY POLE / PROP. WORK LIMIT LINE TSq
ELEV. 1.o
_ r kf \ ♦ `WAy PROP.
20.7 it 12 �. Sl�T F♦ \ \ , PAVED
I i # fiyCF ♦ `\ I_ DRIVE e•'PIN
LOTS 11 & 3
13 � `. 26,173 tSF ♦ ♦ ` � /
#17lY ' 123 , I $D 5' 6• PINE
r
#10A r
#10
Z ISOLATED za_
j WETLAND 24
, 1
�Q - 6616 SF
PUMP AND EMOVE
1 i1 EXIST SE C TANK
,
#9
I
#2 `
,
,
i #7
#4
` r
-' #6
#4� -
TO CONFIRM FEASIBILITY GIVEN
PROPOSED ADDITIONS' PLUMBING
REQUIREMENTS
CONTACT ENGINEER IF NOT FEASIBLE
(PUMP DESIGN WOULD BE NECESSARY)
PROVIDE MIN. 2' COVER OVER EXIT PIPING
(OR INSTALL INSULATING BLANKET OVER
PIPING TO SEPTIC TANK)
C
PERC
•* NOTE: BASE OF FOOTINGS FOR NEW ADDITIONS SHALL BE MINIMUM 2' ABOVE THE M/F
ADJUSTED GROUNDWATER ELEVATION SAND
5' REMOVAL OF UNSUITABLE SOIL
r CRAWL
REQUIRED AROUND PERIMETER OF
1 /
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
RE-ROUTE GASLINE
WITH CLEAN MED. SAND. ENGINEER
Iv
TO INSPECT AND CERTIFY
QY
REMOVAL.
N
r
o
i
/ !rCL
!
0,/
P.E., P.L.S. DATE
9 p
REMOVE
pp,
I
PROVIDE VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT WITH
o '
HOMEOWNER CONSULTATION)
/ y
/ nm
r CRAWL
OdA1A
� �+
_'
1 /
SPACE
RE-ROUTE GASLINE
/
rr"
Iv
�2
QY
SLAB
N
r
o
!
/ !rCL
!
0,/
P.E., P.L.S. DATE
REMOVE
r /
u
EXIST. DECK
r.
'
R E�PROP.
i
�
RESERVE AREA (450 SF)
r
Err
*SHOULD PRIMARY SYSTEM FAIL, REPLACE
EXISTING
r
Y
�
DWELLING
CONTAMINATED SOILS
TF=25.76'
r` /G
/
�
r
r
�
Ur
PROP
'
i1DDN
EXIST.INV
\
f
OUT
r
ELEV=22.26''
i'
CRAWLSPACE
0
/
r
v
9.8' OBS. WATER 14.9'
2.5Y 6/4
123" 14.5'
N
BENCHMARK: USE C. BASIN
AT ELEVATION 25.0'
H33G3311R3 mmr 19+V r-MMUCL3 LO OC LJ
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - LCP 34907 A
FLOOD ZONE: C
GROUNDWATER FOUND AT EL.
14.9'
ADJ: 1.8' (SDW 252, ZONE A)
USE ADJ. WATER AT EL. 16.7'
NOTES:
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
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 PRivR
TO COMMENCEMENT OF WORK.
11. WETLAND FLAGGED BY HAMLYN CONSULTING
12. ROOF RUN OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES
TITLE 5 SITE PLAN
OF 147 CENTER STREET
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: RONALD & DEBORAH TRACHTENBERG
20 0 20 40 60
SCALE: 1" = 20' DATE: JANUARY 27, 2005
r \_
SEWER LINES MUST BE SLEEVED FOR 10' EITHER SIDE OF
CROSSING WITH WATERLINE
OdA1A
� �+
_'
H .
GALA w _
ND 0 '9.2 '
RE-ROUTE GASLINE
Iv
/
QY
N
r
'L
/ !rCL
ARNE H. OJALA,
0,/
P.E., P.L.S. DATE
r
'
R E�PROP.
RESERVE AREA (450 SF)
Err
*SHOULD PRIMARY SYSTEM FAIL, REPLACE
IN KIND, AND REMOVE AND REPLACE ANY
CONTAMINATED SOILS
LjY
�
r
r
�
Ur
\
f
BENCHMARK: USE C. BASIN
AT ELEVATION 25.0'
H33G3311R3 mmr 19+V r-MMUCL3 LO OC LJ
ZONING DISTRICT: R 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - LCP 34907 A
FLOOD ZONE: C
GROUNDWATER FOUND AT EL.
14.9'
ADJ: 1.8' (SDW 252, ZONE A)
USE ADJ. WATER AT EL. 16.7'
NOTES:
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
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 PRivR
TO COMMENCEMENT OF WORK.
11. WETLAND FLAGGED BY HAMLYN CONSULTING
12. ROOF RUN OFF TO BE DIRECTED TO DRYWELLS OR STONE TRENCHES
TITLE 5 SITE PLAN
OF 147 CENTER STREET
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: RONALD & DEBORAH TRACHTENBERG
20 0 20 40 60
SCALE: 1" = 20' DATE: JANUARY 27, 2005
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND. ENGINEER
TO INSPECT AND CERTIFY
REMOVAL
off 506-362-4541
fox 508 362-9860
down, cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
r \_
SEWER LINES MUST BE SLEEVED FOR 10' EITHER SIDE OF
CROSSING WITH WATERLINE
OdA1A
� �+
_'
H .
GALA w _
ND 0 '9.2 '
N0.2
'$o
QY
'L
/ !rCL
ARNE H. OJALA,
0,/
P.E., P.L.S. DATE
5' REMOVAL OF UNSUITABLE SOIL
REQUIRED AROUND PERIMETER OF
LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND. ENGINEER
TO INSPECT AND CERTIFY
REMOVAL
off 506-362-4541
fox 508 362-9860
down, cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675