HomeMy WebLinkAboutEngineered Plan - 2017r
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE
45.3' FILTER FABRIC OVER STONE
\/IAIIAII n1 7J r\C r`mlro MrCD DOCr"ACT
PRECAST H-10.-
RISERS (TYPJ
2'0
7'
U 10ll "EXISTING 14"
TEE SEPTIC TANK TEE
GAS BAF
4' LIQ. LEVEL (ACME OR EQL
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC
TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY
FOR RE -USE. REPLACE WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
FOUNDATION- EXIST.
LEGEND-
EGEND99-
-99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
TEST HOLE
2YYY
SLOPE OF GROUND
UTILITY POLE
OF SEPTIC SYSTEM
FIRE HYDRANT
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WITH
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
' TEST .HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 9/13/2017
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
0» 44'
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 44.0'
NOTE: 2" MIN. WALL
THICKNESS REQUIRED BLOCKS OR
4"OSCH40 PVC MOR -AR ALL PRECAST RISERS
s" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS H-10
12" MIN. INT. DIM. 4' (TYP.) t'S EL. 40.2 4'
FENDS SIDES 41.03'
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° ° ° ° ° ° O 'O°O°O°O° I�I�oI�IJmI�®I�®IJ I�mmI�IJMFPFL4 ilMEj 100000000
°°����°°°°° FOR LEVELNESS N >00o0°Doo m�oa000aa®o aoaoaammmoo :00000000 ,
>°°°°°°°° ° ° ° ° 38.2
40.47' 40.30 >°°°°°°°° °°°°°°°°
L) r
3/4°-1-1/2" DOUBLE WASHED STONE 4' MIN. LH -10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
(2) UNITS REQUIRED'
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [2]) Ld
1
.i
33 0' BOTTOM TW -1
(1.8 % SLOPE)
(-1-7. SLOPE)
1. DATUM IS NAVD 88
NO GROUNDWATER FOUND
SEPTIC TANK 100'
D' BOX 12 '
LEACHINGFACILITY
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
UTILITIES AND ALL BUILDING SEWER
OUTLETS AND ELEVATIONS
VARIANCES REQUESTED:
PRIOR TO INSTALLING ANY PORTION
OF SEPTIC SYSTEM
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE old Townhouse Rd
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WITH
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
(la): REDUCTION IN SETBACK,
SAS TO LOT LINE (10' TO 5')
OTHER PURPOSE.
(lb):. REDUCTION IN SETBACK,
SAS TO FOUNDATION (20' TO 15')
NOTES
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
Path
6eaoon
SYSTEM DESIGN:
�� -'--- GARBAGE DISPOSER IS NOT LLOWED
Permit vl&d for Rll'AIK Ot SEp1.1(' SYSI'EN'I
t?NI Y due to State and I iu 31 ,cptie earl.++Iecs. DESIGN FLOW: 2 BEDROOMS 110 GPD = 220 GPD
rd
Boaof llcalth.revim and am)-val 1, required for-
any_ future anditions/reno�.ationsiatteratious (o USE A 220 GPD DESIGN FLOW
" �g0 sewage facilities aird/or structurestd,trllin�.
L Yartnouth 116101 iIiepartmentt SEPTIC TANK: 220 GPD (2) - 440
'°I')V1/�% **RE -USE EXISTING 1000 GAL. SEPTIC TANK
6
LEACHING: •
Date -- , , n TIDES: 2 (25 -i- 12.83) 2 (.74) - 112 Cn-1- ��i • /� \ � iVame.
FISH -� � '�` 110-/ / BOTTOM
� 25 x 12.83 .7 = 237 GPD
\ ` S. . 349 GPD
`> OND TOTAL: 472
Q CO �\ �\ o \ \\
44 BULKHEAD COR.
�BENCHMARK: USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
��,
ELEV. =44.4 WITH 4' STONE ALL AROUND
J
DRIVEWAY
I/
EXISTING
DWELLING
TOF = 45.3
FILL i �o Q
14"
A �o H
6' o R,
LS °sr• s
1OYR 5/2 �' ° c�F�`
16
LS
°
36" 10YR 5/6 41'
WH
C TO
PERC
MS
132" 10YR 7/4 33,
NO GROUNDWATER ENCOUNTERED
DCE #, 7-308
Scale:1 "= 20'
0 10 20 30 40 50 FEET
SHED 1 MA
APPROVED DATE BOARD OF HEALTH
RECEIVED
PORCH Off 19.2017
HLTH DEPT.
FHE OFFICE BATH
LINE GARAGE BEDROOM
TITLE 5 SITE PLAN
. LIVING
/ ROOM BEDROOM OF
#4.6 NIGHTINGALE
FLOOTRoLAR
N SOUTH YAMOUTH
NOTPREPARED FOR
E SEWER LINE CAPE COD SEPTICI VIVOAMORE
E WITHIN 10'
SERVICE DATE: SEPT. 15, 2017
a� A a l OF M g
0A OF re /� �N tiss� off 508-362-4541
fax 508-362-9880
DANIEL.
o DANIELA. �,� A. �-,Igo downcape.com
IZ CJALA 1
I:
CIVIL :;> ,.1 -
I gruW#7 CdpoF eft eerift Af, bac.
502
0� -- �Y � �q F��� �� :;'�t'•�``� civi engineers
ss ' TE % 'y Ion surveyors
r mY 939 Main Street R to 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPOR i
MA 02675
17-308
1. DATUM IS NAVD 88
0
2. MUNICIPAL WATER ISXIE STING
xit
Route 6
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-14. �o 0
oa
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE old Townhouse Rd
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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.
o in
Omm r J�o/
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
t c
P6
9. COMPONENTS NOT TO BE BACKFILLED OR a
gess
CONCEALED WITHOUT INSPECTION BY BOARD OF
o t
HEALTH AND PERMISSION OBTAINED FROM BOARD
HpzeIm°0I
OF HEALTH.
^ p
10. SHALLCALLINGCONTRACTOROR LOCUS
GSAFE (1-888- 344E 72033) AND
P -'AP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
SCALE 1"=201W±
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
ASSESSORS MAP
88 PARCEL 169
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE SITE IS LOCATED
WITHIN A ZONE II
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
Path
6eaoon
SYSTEM DESIGN:
�� -'--- GARBAGE DISPOSER IS NOT LLOWED
Permit vl&d for Rll'AIK Ot SEp1.1(' SYSI'EN'I
t?NI Y due to State and I iu 31 ,cptie earl.++Iecs. DESIGN FLOW: 2 BEDROOMS 110 GPD = 220 GPD
rd
Boaof llcalth.revim and am)-val 1, required for-
any_ future anditions/reno�.ationsiatteratious (o USE A 220 GPD DESIGN FLOW
" �g0 sewage facilities aird/or structurestd,trllin�.
L Yartnouth 116101 iIiepartmentt SEPTIC TANK: 220 GPD (2) - 440
'°I')V1/�% **RE -USE EXISTING 1000 GAL. SEPTIC TANK
6
LEACHING: •
Date -- , , n TIDES: 2 (25 -i- 12.83) 2 (.74) - 112 Cn-1- ��i • /� \ � iVame.
FISH -� � '�` 110-/ / BOTTOM
� 25 x 12.83 .7 = 237 GPD
\ ` S. . 349 GPD
`> OND TOTAL: 472
Q CO �\ �\ o \ \\
44 BULKHEAD COR.
�BENCHMARK: USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
��,
ELEV. =44.4 WITH 4' STONE ALL AROUND
J
DRIVEWAY
I/
EXISTING
DWELLING
TOF = 45.3
FILL i �o Q
14"
A �o H
6' o R,
LS °sr• s
1OYR 5/2 �' ° c�F�`
16
LS
°
36" 10YR 5/6 41'
WH
C TO
PERC
MS
132" 10YR 7/4 33,
NO GROUNDWATER ENCOUNTERED
DCE #, 7-308
Scale:1 "= 20'
0 10 20 30 40 50 FEET
SHED 1 MA
APPROVED DATE BOARD OF HEALTH
RECEIVED
PORCH Off 19.2017
HLTH DEPT.
FHE OFFICE BATH
LINE GARAGE BEDROOM
TITLE 5 SITE PLAN
. LIVING
/ ROOM BEDROOM OF
#4.6 NIGHTINGALE
FLOOTRoLAR
N SOUTH YAMOUTH
NOTPREPARED FOR
E SEWER LINE CAPE COD SEPTICI VIVOAMORE
E WITHIN 10'
SERVICE DATE: SEPT. 15, 2017
a� A a l OF M g
0A OF re /� �N tiss� off 508-362-4541
fax 508-362-9880
DANIEL.
o DANIELA. �,� A. �-,Igo downcape.com
IZ CJALA 1
I:
CIVIL :;> ,.1 -
I gruW#7 CdpoF eft eerift Af, bac.
502
0� -- �Y � �q F��� �� :;'�t'•�``� civi engineers
ss ' TE % 'y Ion surveyors
r mY 939 Main Street R to 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPOR i
MA 02675
17-308