HomeMy WebLinkAbout81.36 - Title 5 Site Plan (2)LEGEND
- 99--
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-L9�--
PROPOSED CONTOUR
®
PROPOSED SPOT EL.
TH1
SEPTIC TANK: 440 GPD (2) = 880
TEST HOLE
C.O.
PROP. CLEAN OUT
rQ�
UTILITY POLE
SIDES: 2 (41.5 + 10.25) 1.85 .74 = 141
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN OF
*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 0 110 GPD = 330
GPD
& 1 BEDROOM GUEST COTTAGE ® 110 GDD
= 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
*32.5•±
LEACHING:
10" 2DDO GAL H-10
SIDES: 2 (41.5 + 10.25) 1.85 .74 = 141
GPD
BOTTOM 41.5 x 10.25(.74) =_3114
GPD
TOTAL: 615 S.F. 455 GPD
SEPTIC TANK
USE (5) INFILTRATOR 3050'S WITH 3' STONE
ALL AROUND
APPROVED DATE
MA
BOARD OF HEALTH
rV14fza'446e
FRR
'44, 644�
� 125 BENCH MARK - TOP OF
SYSTEM PROFILE
PROVIDE WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
(I; % SLOPE)
COTTAGE
FOUNDATION - 67' DUAL
ST -
DWELLING - 71'
FOUNDATION
LL
plot; LryEIL .rte
s
29.75'
3 :�.�. •se�eo°° si
p� °_e_e"e
33 27./ / -1 •
00c /
00C
6" CRUSHED STONE 00 MrC AN"SAL
COMPACTION. (15.221 (23)
(-L% X SLOPE) ( _1% SLOPE)
PUVC'D• BOX -
4 CHAM?E� 60'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LDCA'10N.
PROVIDE INSPECTION PORT TO WITHIN 3" Or r'NAL GRADE
2% SLOPE REOUIRE OVER SYSTEM
2" DOU WASHED PEASTONE
OR GEOTpMLE FABRIC \ 33.5•
2.31.0'
5 cm
H-20 3050 INFRTRATORS
3/4" TO 1 1/2" DOUBLE WASHED STONE
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25' 5,
12' LEACHING BOTTOM TH-1
FACILITY NO GROUNDWATER FOUND 26.0
PROVIDE WATERTIGHT COVERS TO WITHIN 6" OF FINISH GRACE
F WATER SHUTOFF EL. = 35.4
s.2s � � '�. 4"05CH40 PVC
\\ X5.95 S=1% MIN.
36.96 35.23 h0 �.4� 29.7D'
14.09EXISTING 1 BEDROOM COTTAGE LO" t4" 14L 29.45'
1400 GAL t 550
x33 1 COMPARTMENT 14.TEE GALLON
75 7a \ ' .. w/ CAS BAiEIE COMPARTMENT TUF-TETE 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 j"NTS TO BE MADE WATERTIGHT.
6, CONSTOUC77ON 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 FCR 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 Or ALL UNDERGROUND do 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 CR PUMPED AND FILLED WITH CLEAN SAND.
PROP. VENT WITH CHARCOAL FILTER CR,q \ 4S0. I I 7.1 -2.8 EFFLUENT FILTER
AND BUGSCREEN (FINAL PLACEMENT BY ?3.7 •� \\ �fj \ (((+,,,e' 800' ,
CONTRACTOR WITH HOMEOWNER \ Oq� �'"T M (OR EQUAL)
CONSULTATION) �' I n DE MOLDED IN GAS
5" PUMP DEFLECTOR
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 16 MIN.
TO SEPTIC TANK).
TH\\ \ 4.23 ti 5 MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(7)
135 f i �5. CO' ro
7E \;5.45 \ PRO DE v
:x,.73 C.O.I
\,`34.48' j T F uN 1 220000 GAL -10 ST- SHOREY 12' X 6.5' OR APPROVED EQUAL
��,• ((( X34.41\ gLEVEL
APPROx. LOC ON Y) I
° / x 28 CP I
2 74
�
''� 36
3.8 \ \ PRROP. 1000 GAL PUMP
.5 .60
-►� • 35'20 - vv ��I
/ \ /
� � J / e 10� ' /// ! • 27.07 � � NOTE: RESOURCE AREAS SHOWN AS PER SITE PLAN BY DEMAREST-MdELLAN
= G sa = 35 .s ENGINEERING, DATED DECEMBER 31, 1993 (REF: SE 83-1274)
Z7, l
4 3G.P0
x.24 SEWER LINE MUST BE y tit\.S /
35 \ SLEEVED FOR 10' EITHER / \
PROP. 2 COMPARTMENT
ae \ g + C.
I a\ SIDE OF CROSSING WI _ , T 2000 GAL
O 0 " '- Y1 WATERLINE / 34. may;.- SEPTIC TANK
/ \ z r ? -26.55
0.8'
.8 34.400' // f1�, 94 OO " 4.114\\`?09 �\ I
// = yL 3, 1 O _ ,
35.16 -_ \
=3G 0 I GRAVEL DRIVE / 0 700 a n' GARDEN �'L2'10
1 F
I A 4 4.11 '< .II /
II
i6.C5 .30.83 O � 3*. ';- 3 56
If ` 4.04 " ...5 .30.85
= 3. 7 Inver . ,a
I 3r.9C PO T j
0.58 x.22
•+35.08 `_
35 - DECK I �\ w
PROP. 24' x 30' GARAGE 34 6 Re-route plumbing • 30.24 /
to exit in area 3G. �H / ALARM AND CONTROL PANEL
\ shown, at indicated ` ( 'JV z TO BE INSTALLED INSIDE
3.
370 elevatio „
� BUILDING. ALARM TO BE ON
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
Q ELEV.
1
O" 36.0'
0/A
LS
1OYR 3/2
3"
- -- - B -
LS
30" 1OYR 5/6 33.5'
PROP. WATERTIGHT COVER TO GRADE
PROVIDE QUICK DISCONNECT FOR PUMP
3r 2'
EXIST. 2 BR = 31.71DWELLING -
h 3� 33.41 x SEPARATE CIRCUIT FROM PUMP
TOP FNDN. 29.85 /
60 C�,
EXIST. 3 34.75 = INV. IN 27.9'
BEDROOM DUES 1000 GAL. H-10 S/ 2" PRESSURE LINE
HOUSE I / / SLOPE TO DRAIN BACK TO PC
5D0 GAL.+
DECK RESERVE
FLOAT SWITCH ALARM ON 0.25" WEEP HOLES
SETTINGS: PUMP ON CHECK VALVE
4" WORKING RANGE 8 MYERS SRM 4
I
_ 1JV,
1
= 1.61± ACRES PER ASSESSORS
?�S
/NOTE: BOATHOUSE AT RIVER NOT SHOWN
/ EXIST. PIER NOT SHOWN
I
- " _
_ 544
11-052
4" SUBMERSIBLE 4/10 HP PUMP
8•' SYSTEM (OR EQUAL)
o�oo0 00 0 0 0 0000
PUMP CHAMBER
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
DATE DANIEL A. OJALA, P.E., P.L.S.
PERC C
MS
2.5Y 6/6 �!
120" 26_0'
NO GROUNDWATER ENCOUNTERED p
O
TITLE 5 SITE PLAN
OF _
30 THIMBLEBERRY LANE
SOUTH YARMOUTH
PREPARED FOR
n
R.,
STEVEN BRANDER Ci
APRIL 8, 2011
MAY 18, 2011 (MOVE ST AND PC)
REV. 4/26/12 (P -GAR.)
Scale: 1"=20'
JUN 112012
0 10 20 30 40 50 FEET
HEALTHH DEPT.
I off 508-362-4541 C�
fax 508-362-9880
downcope.com 0
down cope engineering, ince
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
PRECAST H-10
RISERS (TIP.)
_-
24
*32.5•±
10" 2DDO GAL H-10
HOUSE 30.0'
TEE DUAL COMPARTMENT
SEPTIC TANK
SEE DETAIL CAS
(I; % SLOPE)
COTTAGE
FOUNDATION - 67' DUAL
ST -
DWELLING - 71'
FOUNDATION
LL
plot; LryEIL .rte
s
29.75'
3 :�.�. •se�eo°° si
p� °_e_e"e
33 27./ / -1 •
00c /
00C
6" CRUSHED STONE 00 MrC AN"SAL
COMPACTION. (15.221 (23)
(-L% X SLOPE) ( _1% SLOPE)
PUVC'D• BOX -
4 CHAM?E� 60'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LDCA'10N.
PROVIDE INSPECTION PORT TO WITHIN 3" Or r'NAL GRADE
2% SLOPE REOUIRE OVER SYSTEM
2" DOU WASHED PEASTONE
OR GEOTpMLE FABRIC \ 33.5•
2.31.0'
5 cm
H-20 3050 INFRTRATORS
3/4" TO 1 1/2" DOUBLE WASHED STONE
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' X 10.25' 5,
12' LEACHING BOTTOM TH-1
FACILITY NO GROUNDWATER FOUND 26.0
PROVIDE WATERTIGHT COVERS TO WITHIN 6" OF FINISH GRACE
F WATER SHUTOFF EL. = 35.4
s.2s � � '�. 4"05CH40 PVC
\\ X5.95 S=1% MIN.
36.96 35.23 h0 �.4� 29.7D'
14.09EXISTING 1 BEDROOM COTTAGE LO" t4" 14L 29.45'
1400 GAL t 550
x33 1 COMPARTMENT 14.TEE GALLON
75 7a \ ' .. w/ CAS BAiEIE COMPARTMENT TUF-TETE 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 j"NTS TO BE MADE WATERTIGHT.
6, CONSTOUC77ON 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 FCR 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 Or ALL UNDERGROUND do 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 CR PUMPED AND FILLED WITH CLEAN SAND.
PROP. VENT WITH CHARCOAL FILTER CR,q \ 4S0. I I 7.1 -2.8 EFFLUENT FILTER
AND BUGSCREEN (FINAL PLACEMENT BY ?3.7 •� \\ �fj \ (((+,,,e' 800' ,
CONTRACTOR WITH HOMEOWNER \ Oq� �'"T M (OR EQUAL)
CONSULTATION) �' I n DE MOLDED IN GAS
5" PUMP DEFLECTOR
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 16 MIN.
TO SEPTIC TANK).
TH\\ \ 4.23 ti 5 MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(7)
135 f i �5. CO' ro
7E \;5.45 \ PRO DE v
:x,.73 C.O.I
\,`34.48' j T F uN 1 220000 GAL -10 ST- SHOREY 12' X 6.5' OR APPROVED EQUAL
��,• ((( X34.41\ gLEVEL
APPROx. LOC ON Y) I
° / x 28 CP I
2 74
�
''� 36
3.8 \ \ PRROP. 1000 GAL PUMP
.5 .60
-►� • 35'20 - vv ��I
/ \ /
� � J / e 10� ' /// ! • 27.07 � � NOTE: RESOURCE AREAS SHOWN AS PER SITE PLAN BY DEMAREST-MdELLAN
= G sa = 35 .s ENGINEERING, DATED DECEMBER 31, 1993 (REF: SE 83-1274)
Z7, l
4 3G.P0
x.24 SEWER LINE MUST BE y tit\.S /
35 \ SLEEVED FOR 10' EITHER / \
PROP. 2 COMPARTMENT
ae \ g + C.
I a\ SIDE OF CROSSING WI _ , T 2000 GAL
O 0 " '- Y1 WATERLINE / 34. may;.- SEPTIC TANK
/ \ z r ? -26.55
0.8'
.8 34.400' // f1�, 94 OO " 4.114\\`?09 �\ I
// = yL 3, 1 O _ ,
35.16 -_ \
=3G 0 I GRAVEL DRIVE / 0 700 a n' GARDEN �'L2'10
1 F
I A 4 4.11 '< .II /
II
i6.C5 .30.83 O � 3*. ';- 3 56
If ` 4.04 " ...5 .30.85
= 3. 7 Inver . ,a
I 3r.9C PO T j
0.58 x.22
•+35.08 `_
35 - DECK I �\ w
PROP. 24' x 30' GARAGE 34 6 Re-route plumbing • 30.24 /
to exit in area 3G. �H / ALARM AND CONTROL PANEL
\ shown, at indicated ` ( 'JV z TO BE INSTALLED INSIDE
3.
370 elevatio „
� BUILDING. ALARM TO BE ON
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
Q ELEV.
1
O" 36.0'
0/A
LS
1OYR 3/2
3"
- -- - B -
LS
30" 1OYR 5/6 33.5'
PROP. WATERTIGHT COVER TO GRADE
PROVIDE QUICK DISCONNECT FOR PUMP
3r 2'
EXIST. 2 BR = 31.71DWELLING -
h 3� 33.41 x SEPARATE CIRCUIT FROM PUMP
TOP FNDN. 29.85 /
60 C�,
EXIST. 3 34.75 = INV. IN 27.9'
BEDROOM DUES 1000 GAL. H-10 S/ 2" PRESSURE LINE
HOUSE I / / SLOPE TO DRAIN BACK TO PC
5D0 GAL.+
DECK RESERVE
FLOAT SWITCH ALARM ON 0.25" WEEP HOLES
SETTINGS: PUMP ON CHECK VALVE
4" WORKING RANGE 8 MYERS SRM 4
I
_ 1JV,
1
= 1.61± ACRES PER ASSESSORS
?�S
/NOTE: BOATHOUSE AT RIVER NOT SHOWN
/ EXIST. PIER NOT SHOWN
I
- " _
_ 544
11-052
4" SUBMERSIBLE 4/10 HP PUMP
8•' SYSTEM (OR EQUAL)
o�oo0 00 0 0 0 0000
PUMP CHAMBER
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
DATE DANIEL A. OJALA, P.E., P.L.S.
PERC C
MS
2.5Y 6/6 �!
120" 26_0'
NO GROUNDWATER ENCOUNTERED p
O
TITLE 5 SITE PLAN
OF _
30 THIMBLEBERRY LANE
SOUTH YARMOUTH
PREPARED FOR
n
R.,
STEVEN BRANDER Ci
APRIL 8, 2011
MAY 18, 2011 (MOVE ST AND PC)
REV. 4/26/12 (P -GAR.)
Scale: 1"=20'
JUN 112012
0 10 20 30 40 50 FEET
HEALTHH DEPT.
I off 508-362-4541 C�
fax 508-362-9880
downcope.com 0
down cope engineering, ince
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675