HomeMy WebLinkAboutEngineer PlanPROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
33.6'
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
al <� MINIMUM J5'IOF COVER OVER PRECAST f 2% SLOPE REQUIRED OVER SYSTEM3� 3.0 1
MIN. 2" WALL THICKNESS
PRECAST H-10 BLOCKS OR
RISERS (TYP.) PRECAST RISERS
z'm 31 7 4"0SC L 0 PVC MORTAR ALL _
10
„ PIPES LEVEL 1ST 2' 4 COMPONENTS
H ..
ENDS SIDES
(TYP.) 7
10" EXISTING 14" a.'.
TEE SEPTIC TANK** TEE ° ��0� ®®D®' °a a ®®®® I®J®®®
30.37±' 0® ° ®�®®®mEIm m® '
GAS BAFFLE .,' �Oo,°,o°°� oa^oo BOO®®®®®®®® loo°o°o ®®®�O® O®®®
®mm o o�soo
29.79' 29.62'
6" MIN. SUMP
12" MIN. INT. DIM. LH -10 500 GAL. °LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83'
COMPACTION. (15.221 [2])
u
SLOPE) ( 3 % SLOPE)
FOUNDATION— EXIST. SEPTIC TANK 11 D' BOX 17'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABJUTY FOR RE—USE. REPLACE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
'LEGEND
99—
EXISTING CONTOUR
X 99.7
EXIST. SPOT ELEV.
-- — Whites Path
PROPOSED CONTOUR
[98,4]
PROPOSED SPOT EL.
TH1
0
Y
TEST HOLE
Locus
SLOPE OF GROUND
G
UTILITY POLE
00 0
P
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE
WITNESS: PHIL RENAUD
DATE: 1/12/22
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
13871
41 ELEV.
0" 32.0'
FILL
18"
B
LS
36" 1OYR 5/8 29.0'
C
PERC
MS
2.5Y 7/4
132" 21.0'
NO GROUNDWATER ENCOUNTERED
LICE #21-467
LEACHING
FACILITY
21.0' BOTTOM TH-1 __L
NO GROUNDWATER FOUND
NOTES
1. DATUM IS NAVD 88
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 -1.Q
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
7' 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 BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 99 PARCEL 11
I ncL1S IS WITHIN FEMA FLOOD ZONE X
A OF MINIMAL FLOOD HAZARD) AS
NN ON COMMUNITY PANEL #25001CO587J
:D 7/16/2014
LOCATED WITHIN A STATE ZONE II
DESIGN:
;ER IS NOT ALLOWED
DOM DWELLING.
BEDROOMS ® 110 GPD = _220 GPD
I DESIGN FLOW
IO GPD (2) = 440
JG 1000 GAL. SEPTIC TANK
9.83) 2 (.74) = 118 GPD
0 x 9.83 (.74) = 218 GPD
454 S.F. 336 GPD
. LEACHING CHAMBERS (ACME OR EQUAL)
AT SIDES, 4' AT ENDS AND 5'
MA
DATE BOARD OF HEALTH
5 SITE PLAN
OF
AONOMOY RD.
YARMOUTH, MA
PREPARED FOR
f H KANNALLY
ATE: JANUARY 27, 2022
off508-362-4541
fax 508-362-9880
downcape.com
cape engineering, inc.
civil engineers
land surveyors
Main Street ( Rte 6A)
4RM0UTHPORT MA 02575
21-467 KANNALLY.DWG
Route 6
-- — Whites Path
360con
s
Mon ° Y
Wnin9
Locus
c
G
00 0
P
2
o
all sror- 3
p n
oo�
ooF
�
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HOzelmoor
c
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�
a
3
0
Z°
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 99 PARCEL 11
I ncL1S IS WITHIN FEMA FLOOD ZONE X
A OF MINIMAL FLOOD HAZARD) AS
NN ON COMMUNITY PANEL #25001CO587J
:D 7/16/2014
LOCATED WITHIN A STATE ZONE II
DESIGN:
;ER IS NOT ALLOWED
DOM DWELLING.
BEDROOMS ® 110 GPD = _220 GPD
I DESIGN FLOW
IO GPD (2) = 440
JG 1000 GAL. SEPTIC TANK
9.83) 2 (.74) = 118 GPD
0 x 9.83 (.74) = 218 GPD
454 S.F. 336 GPD
. LEACHING CHAMBERS (ACME OR EQUAL)
AT SIDES, 4' AT ENDS AND 5'
MA
DATE BOARD OF HEALTH
5 SITE PLAN
OF
AONOMOY RD.
YARMOUTH, MA
PREPARED FOR
f H KANNALLY
ATE: JANUARY 27, 2022
off508-362-4541
fax 508-362-9880
downcape.com
cape engineering, inc.
civil engineers
land surveyors
Main Street ( Rte 6A)
4RM0UTHPORT MA 02575
21-467 KANNALLY.DWG