HomeMy WebLinkAbout83-1274 - Title 5 Site PlanLEGEND
99- EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
-[�- PROPOSED CONTOUR
aD PROPOSED SPOT EL.
TH1
TEST HOLE
C. 0. PROP. CLEAN OUT
ca3 UTILITY POLE
9-b FIRE HYDRANT
r
NOTE: NOT ALL SYMBOLS MAY APPEAR IN 01
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
.PORTION OF SEPTIC SYSTEM
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM DWELLING;
DESIGN ON 3 BEDROOMS ® 110 GPD = 330 GPD
& 1 BEDROOM GUEST COTTAGE ® 110 GPD = 110 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 2000 GAL. DUAL COMPARTMENT SEPTIC TANK
& (1) 1000 GAL. PUMP CHAMBER
LEACHING:
SIDES: 2 (41.5 + 10.25) 1.85 (.74) = 141 GPD
BOTTOM 41.5 x 10.25(.74) = 314 GPD
TOTAL: 615 S.F. 455 GPD
USE (5) INFILTRATOR 3050'S WITH 3' STONE
ALL AROUND
APPROVED
MA
DATE BOARD OF HEALTH
ryre<Fe
F
6 4
� x 25 BENCH MARK -TOP OF
5.26 1- 0'
WATER SHUTOFF EL. = 35.4
`�. '
`0�x,�5.96
SYSTEM PROFILE
PROVIDE WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE
(DWELL)
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORT TO WITHIN 3' OF FINAL GRADE
2% SLOPE REOUIREPVER SYSTEM
4'SCH40 PVC
PRECAST H-10 PROP. TEE
RISERS (TYPJ 4"OSCH40 PVC
2'r
PIPES LEVEL 1ST 2' 2" DOUBFE WASHED PEASTONE
OR GEOT ILE FABRIC 33.5'
14
*32.5'± 1D• 2000 GAL H-10 TEE Ste'
DUAL COMPARTMENT
HOUSE 30.0' TEE SE PTC TANx 29.75' a , ; ;
SEE DETAIL o ovo°°000pov0 0� 33.0'
GAS BAFFLE .: J o 0 o°"Oo°o o° c
°oo„o o. 1, g� ,
a 33.27'8 2 31.0
*32.4 ± o
:t COTTAGE "'`' ' `"• ' " H-20 3050 INFILTRATORS
0 0 0 0 0 0 0 0 0 0 o C
000 0p000p0p000p000p0o0a
O�OO�O O� 010�0�0�0,
6' CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2" DOUBLE WASHED STONE
COMPACTION. (15.221 [2])
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25' S,
{ 3+ R SLOPE) (-L% SLOPE) SLOPE)
COTTAGE
FOUNDATION - 67' DUAL PUMPD' BOX 12' LEACHING
ST 4' CHAMBER 60 FACILITY BOTTOM TH-1 26.0'
DWELLING 11NO GROUNDWATER FOUND
FOUNDATION
PROVIDE WATERTIGHT COVERS TO WITHIN 6" OF FINISH GRADE
4"OSCH40 PVC
S=1% MIN.
36.96 .23 29.7D' �p"
\ \ 53 �q 14L45
29.'
\ pg EXISTING 1 BEDROOM COTTAGE 14" COM GAL t
�x\5.9�- \ COMPARTMENT ssD
x 33 1 14' TEE GALLON
�5 74 \ W 1 GAS BAFFLE COMPARTMENT TUF-TITE EF -4
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. CESSPOOLS SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
PROP. VENT WITH CHARCOAL FILTER q ?
c \
AND BUGSCREEN (FINAL PLACEMENT BY ?3� \ q!g-� \� so
3'Sg3® 7.1 2.8' EFFLUENT FILTER
CONTRACTOR WITH HOMEOWNER _ \ O,Q� '� n O' (OR EQUAL)
CONSULTATION) \
� o°O B o d o 6
35.53 � � N I o0• pooCa• p W/MOLDED IN GAS
i ,.� I ° PUMP DEFLECTOR
\\ 1-35.61
TH rn
MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1)
4.23
\ \ N
N 25.19
.76 �35.45 PRO DE J
94.73 I C.O.
2000 GAL H-10 ST- SHOREY 12' X 6.5' OR APPROVED EQUAL
0 36.45
' T F UND 4' LIQUID LEVEL
n 5.46 g +\34.48
roN 0 g �q 41 O(APP OX. LOC ON Y)
.28 CP x 30.1
742 11 �x 34.98 \\ I
36 1 35.23 \ \\ 0• -26.12
35.22
P OP. 1000 GAL PUMP I
f \� \ AMBER
G /530
1
NOTE: SEPTIC SYSTEM FOR GUEST
HOUSE APPROX. (AS -BUILT
UNCLEAR)
CONTRACTOR SHALL
CONFIRM SEPTIC TANK
AND BUILDING SEWER LINE
LOCATIONS PRIOR TO
EXCAVATION FOR GARAGE.
(GARAGE TO BE 10' MIN.
TO SEPTIC TANK).
PROP. 24' x 30'
/ x3520
1134.56 x3 02
x 27.07 NOTE: RESOURCE AREAS SHOWN AS PER SITE PLAN BY DEMAREST-McLELLAN
x 4.56 x 35.25 / ENGINEERING, DATED DECEMBER 31, 1993 (REF: SE 83-1274)
5.24 SEWER LINE MUST BE / 34.89 X 51 // C . .1
ik
35 \ SLEEVED FOR 10' EITHER / \ 8 p 1
SIDE OF CROSSING WI .94 \ PROP. 2 COMPARTMENT 2000 GAL `
�k O 0 x Y1 WATERLINE / 34. SEPTIC TANK }I
X 3.39`3?u p % 5.10 3 .73
X .95 ? -26.55
306'34.40' // /4.94 x 4.111 x .92
x 35.39 N �p \ 33.48
X 34 0 II 35.16 GRAVEL DRIVE n 00 78 \� F. .78CAR EN 2 0
O 1A 4 /
�1 35'06 x 34.83 Q , 4.11 F 33.33 3 56
11 4.04 x .61 x 30.85
1 exist. x 5
Inver
x 3. 7 1
11 -x35.08
34.9
GSAR.PORT
x '4
32.93
4.58 x _. .22
-
- , PROP. WATERTIGHT COVER TO GRADE
'
I
DECK
I N
PROVIDE QUICK DISCONNECT FOR PUMP
34.6
Re-route plumbing 34.7 w
to exit in crea
, x 30.24 /
/
ALARM AND CONTROL PANEL
70
shown, at indicated 1
0j
TO BE INSTALLED INSIDE
ALARM TO BE ON
-
32'
EXIST. 2 BR
elevatio .
x 31.71
-. ~e/
BUILDING.
SEPARATE CIRCUIT FROM PUMP
,
DWELLING
y
3�
33.41
Q
TOP FNDN.
x 29.85 -
/
=
INV. IN 27.9'
EXIST. 3
34.75'
I
/
1000 GAL. H-10 5/ 2" PRESSURE LINE
BEDROOM CUES
63
SLOPE TO DRAIN BACK TO PC
HOUSE
500 GAL.+
DECK
/
FLOAT SWATCH
ALARM ON
RESERVE
0.25" WEEP: HOLES i
SETTINGS:
PUMP ON
CHECK VALVE I
I/
4" WORKING RANGE
8" MYERS SRM 4
I4"
SUBMERSIBLE 4/10 HP PUMP
PUMP OFF
8" SYSTEM (OR EQUAL)
ss.
1
o00 000 o 0 0000
1
PUMP CHAMBER
AREA = 1.611
ACRES PER ASSESSORS
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
I
a
SOO• NOTE:. BOATHOUSE AT RIVER NOT SHOWN
/ EXIST. PIER NOT SHOWN
11-052
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP $1 PARCEL 36
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE, SE
WITNESS: AMY VON HONE, RS
DATE: 4/6/11
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
0" 1 36.0'
0/A
LS
3" 1OYR 3/2
LS
1OYR 5/6
30" 33.5'
C
PERC
MS
2.5Y 6/6
120" 26_0'
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE PLAN
OF
30 THIMBLEBERRY LANE
SOUTH YARMOUTH
PREPARED FOR
STEVEN BRANDER
APRIL 8, 2011
MAY 18, 2011 (MOVE ST AND PC)
REV. 4/26/12 (P -GAR.)
Scale: 1"= 20'
0 10 20 30 40 50 FEET
I off 508-362-4541
fax 508-362-9880
downcope.com
t7oIWO cape engineering, inc.
Civil engineers
land surveyors .
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
,•,In