HomeMy WebLinkAboutEngineered Plan - 2018LEGEND
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
27.8'
Baoco \ N
TEST HOLE
27-,
SLOPE OF GROUND
UTILITY POLE
r
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*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:
*27.6' 1�
BFLR = 25.4
I...: %.•..
*23.7' 030 r�
N
N
EXISTING PIPE 2 AND 3 II
ARE TO BE JOINED w
TOGETHER AT WYE
BEFORE SEPTIC TANK
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
@ 110 GPD = 330 GPD
DESIGN FLOW: 3 BEDROOMS
E
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) = 1.12 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
Z
SEPARATE CIRCUIT FROM PUMP
ZONING SUMMARYENGINEER:
DANIEL E. GONSALVES, SE #13587
NOTESs
27.8'
Baoco \ N
WITNESS: PHIL RENAUD
DATE: 9/26/18
INV. IN 21.65'
t-
1. DATUM IS NAVD 88
MIN. LOT SIZE 25,000 S.F.
0/d Townhouse Rd. �o woln9 o
2" PRESSURE LINE -4--
MIN. LOT FRONTAGE 150'
PERC. RATE _ < 2 MIN/INCH
1000 GAL. H-20 S/
2. MUNICIPAL WATER IS EXISTINGL�
MIN. FRONT SETBACK 30'
ALARM ON
600 GAL.+
SLOPE TO DRAIN BACK TO PC
MIN. SIDE SETBACK 15'
CLASS I SOILS
FLOAT SWITCH.
RESERVE
0.25" WEEP HOLES
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ELEV.
SETTINGS: PUMP ON
,
CHECK VALVE
MAX. BUILDING COVERAGE 25%
n
pp'
SYSTEM PROFILE
ALL SHALL BE
MYERS SRM 4
0" V 26.5'
MARKEDTEM WTHCMAGNETICTS
TAPE OR
4. DESIGN LOADING FOR SEPTIC TANK AND PUMP
d' °mm r Locus o
PROVIDE MIN. 20" DIAM. WATERTIGHT
(NOT TO SCALE)
COMPARABLE MEANS FOR FUTURE LOCATION.
CHAMBER TO BE ASSHTO H-20. PROPOSED PRECAST
S I 3 j
Copf
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
UNITS FOR LEACHING FACILITY TO BE AASHTO H-10
s 9
�oo1
2" PE4STONE OR
GEOTEXTILE
CONCRETE COVERS TO WITHIN 3" GRADE
o 600
5. PIPE JOINTS TO BE MADE WATERTIGHT.
t. gess
FILTER FABRIC OVER STONE
o o
27.9'
MINIMUM .75' OF COVER OVER PRECAST
1
2% SLOPE REQUIRED OVER SYSTEM 27.0'
6.
6. CONSTRUCTION DETAILS TO B.E IN ACCORDANCE WITH
C) " - � N°Ze"Oor
CMR 15CTIO (TITLE 5.)
PRECAST H-20
RISERS (TYP.)
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
BLOCKS OR
7. THIS PLAN IS FOR PROPOSED WORK --ONLY AND NOT TO
` " 3
o
o o
2'0
23.1'
FABER
4"OSCH40 PVC
MORTAR ALL PRECAST RISERS
H-10
BE USED FOR LOT LINE STAKING OR ANY OTHER
; ept Noyes
s
:• ,••-
1. 712"
FILTER
6" MIN. SUMP
TEE
PIPES LEVEL 1ST 2'
4'
COMPONENTS INV'S EL. 24.0'
PURPOSE.
,.
MIN. INT. DIM.
ENDS
(fYP)
SIDES 24.83'
�p0
`
10..
1000 GAL
�
°'° ° ° ° °>°�°
.,..v-.�- .
.. .. ° • .. ;^ ... .o •..
.o
°°
o000000O
8 PIPE F 0 -
STE
R SEPTIC SY M TO SCH 40 4 PVC
�d Long
WI
22.05 '.•
1500 GAL
TEE 14..
H-20 SEPTIC TEE
�
21.80
H-20 PUMP
CHAMBER
>°0000000
•• •. o 0 0
� D C� C.� o q
opo® o as®® �oo� o moo®
'°o°o°o°o
Roo I
a
I
TANK 4' LIQ.
(SEE DETAIL)
0000000000° EST D'BOX o>°°°00000
o 0 0 0 0 ot
00000000
E D���OOD®��® DaOOM��FIPJE= O
'0°0°0000
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED.
ACME GAS BAFFLE
21.65
,�O°°°O°°°o�
0-^ ^VELNESS N
,>oo°000°o
;00000000
0 0 0 0�j 0 0 0 0 0 o o o
®®E�®®I�aIJ I�oIJ aoal�®�I��a�o
�o ��o ��o ®®®®®® ®�®®®®�®®��
;°0000°0°
°000000°LEVEL
;00000000
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
OR EQUAL
24.27'
'
„0°O°O°O°
°0°00000 22.0
0°0
° o
0 0
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCUS MAP
0°000°00°00°0°000°000°0000000°000°0°0°00oo0°0°0
^°°°°°°°p°^°^°°o^o„o°0°0°000r0�0°0 0^0 0°0°0.
^
-o ° ° ° o o ° ° ° o 0 0 ° ° ° °
0°o°00o°o°00o°o00o000°000°0°0°0°0`
0^°0000^0^o^°^°n° ° ° °�° o 0 0 0
3/4"-1-1/2" DOUBLk WASHED
STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
DIGSAFE (1 -888 -344 -7233) -AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
SCALE 1"=2000'±
I
ALL AROUND PRECAST STRUCTURES
(3) UNITS REQUIRED
PRIOR TO COMMENCEMENT OF WORK.
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50 X 12.83'
ASSESSORS MAP 28 PARCEL 246
COMPACTION. (15.221 [2])
0
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LOCUS IS WITHIN FEMA FLOOD ZONE X
ll
LEACHING FACILITY.
(AREA OF MINIMAL FLOOD HAZARD) AS
26'
I
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
SHOWN ON COMMUNITY PANEL #25001CO587J
%SLOPE )
5 % SLOPE)
15.0' BOTTOM TH-1
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND..3
DATED 7/16/2014
(
H -20H-10
(1 % SLOPE)
NO GROUNDWATER
FOUNDH-20
13. INSTALLER TO CONFIRM SUITABILITY OF ELECTRICAL
FOUNDATION
E58'
24'
SEPTIC TANK
3 PUMP CHAMBER
3 D' BOX 12'
LEACHING
SYSTEM FOR PUMP INSTALLATION. ELECTRICAL PERMIT
5.8% SLOPE)
FACILITYREQUIRED.
WYE2.5
% SLOPE
,I
PROP. WATERTIGHT COVER TO GRADE
ALARMNTROL NEL
TEST HOLE LOGS
TOBE INSTTALLOED INSIDE
PROVIDE QUICK DISCONNECT FOR PUMP
�7
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
ZONING SUMMARYENGINEER:
DANIEL E. GONSALVES, SE #13587
27.8'
ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
WITNESS: PHIL RENAUD
DATE: 9/26/18
INV. IN 21.65'
t-
�T
NO LOW POINTS
MIN. LOT SIZE 25,000 S.F.
2" PRESSURE LINE -4--
MIN. LOT FRONTAGE 150'
PERC. RATE _ < 2 MIN/INCH
1000 GAL. H-20 S/
MIN. FRONT SETBACK 30'
ALARM ON
600 GAL.+
SLOPE TO DRAIN BACK TO PC
MIN. SIDE SETBACK 15'
CLASS I SOILS
FLOAT SWITCH.
RESERVE
0.25" WEEP HOLES
MIN. REAR SETBACK 20'
ELEV.
SETTINGS: PUMP ON
,
CHECK VALVE
MAX. BUILDING COVERAGE 25%
n
4" WORKING RANGE
$ '
MYERS SRM 4
0" V 26.5'
4.. -
SUBMERSIBLE 4/10 HP_ PUMP OWNER
V NER OF RECORD
PUMP OFF 8 SYSTEM (OR EQUAL)
PUMP
o � o 0 0000 CAROL M. FRASER
P V MP I CHAMBER 11 CAPTAIN BACON ROAD 13.,
,SOUTH YARMOUTH
(NOT TO SCALE) AND
WATERPROOF/WATERTIGHT JANE COTE
2g 19 LAFFIN DRIVE
WESTBROOK, MAINE 04049 18
REFERENCES
ti� I
BENCHMARK: DEED BOOK 26458 PAGE 185
EDGE OF BRICK PLAN BOOK 158 PAGE 119 30"
PATIO =29.6'
NAVD88
PERC
N
3 '
earl° ®atale «h Deparriment 138.,
FILL
A
LS
IOYR 4/1
B
LS
IOYR 4/4
C
FS
2.5Y 7/3
2 176,S , �APPROVE3 �� NO GROUNDWATER ENCOUNTERED
TING Ome Date
DING 6 PATIO 2
30.7 i GARAGE
25.4 `9� 0 b BEDROOM LIVING
y `L o BEDROOM ROOM
a
I BEDROOM BATH = o DINING KITCHEN UTILITY T�TLE
S�TE
it
�3�, PROPOS WYE ti I ROOM m 0 ROOM ROOM
INV. 2 . 1
��9• �-�J
OF
o .. BATH - a:.
ROOM
-4-4 f-% A IP -T- A i K I M A /'®t rN k t M t"N . A
FLOOR PLAN
-NOT TO SCALE -
§&A
�ZNOFbjq
DANIEL
° DANIELA. <�'
AOJALA.
CIVIL NI" OJALA U,
No. 46502
No. 40980 '
Q " � �
<..
����G�STER�O<� ° !q FFSS\O�
S/ONAL�NGjN� SURVE
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: OCTOBER 10, 2018
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
fax 508-362-9880
downcape.com
diptyn cape e_�i7eefiJ74f, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675'
18-338 COTE.DWG