HomeMy WebLinkAboutEngineered Plan - 2015SYSTEM PROFILE
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
EL. 37.4'
MINIMUM .75'1OF COVER OVER PRECAST
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MENS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED
SYSTEM . =
LEGEND
99 —
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]--
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
BLOC,. S OR
TEST HOLE
2,7-
PRECAST H-10
UTILITY POLE
O 6S
FIRE HYDRANT
NOTE: MIN. WALL THICKNESS 2"
B h
aln t
PRECAST RISERS
`
,.
RISERS (TYP.)
20
L` )
28 —
35.4'M
4"OSCH40 PVC'
MORTAR ALL!, INVERT IN 33.62'
PIPES LEVEL 1ST 2'
4'
FENDS
COMPONENTS + 4,
(NP') I SIDES 34.45'
t0"14*
EXISTING TEE
TEE TANK**
y * 34.1 ±
®®M�— oM�� o°o°o°oma
®�®® ��®®
SEPTIC
:: 0.000000" ° 6" MIN. SUMP
o°o°a°o°
®��®®®®®®®®
®®®®®®®®®®� ;00000000
GAS BAFFLE
°°°°°0°O
+-°°o�g,°,°- 12" MIN. INT. DIM.
>°�°�°0°�
k000aoo
®®�®®�®®®®®
E �En El En��®®
®®®®®������ o°a°o°o°
®®E2®®�0E30®E ;0000e000
33.89'
33.72'
>°o°o°0°0
,
°'°a°%°o°0 31.62
':; ....:.°:..:.:.:• ;.:. ;: ..J
WATERTEST D'BOX
�
LH
FOR LEVELNESS
-10 500 GAL:
LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
3/4"-1-1/2- DOUBLE WASHED STONE 4' MIN.
UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
),2)
N
N
100GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
0
COMPACTION. (15.221 [2])
m
?
WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20
h
SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING).
(--L-% % SLOPE) (-L-% SLOPE)
.
FOUNDATION— EXIST. SEPTIC TANK
21' D' BOX 12'
LEACHING
FACILITY
'` 26.8' BOTTOM TH-1
';
NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL
1
BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY
! GROUNDWATER EXPECTED
PORTION OF SEPTIC SYSTEM
AT EL. 19.8'±
I�.
LEGEND
99 —
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]--
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
GRAVEL
TEST HOLE
2,7-
SLOPE OF GROUND
UTILITY POLE
O 6S
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 6/18/15
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4
ELEV.
0" 37.0'
LS
9" 1OYR 4/1
B
LS
33" 1OYR 6/6 34.3'
PERC C
MS
1OYR 5/8
122" I 126.8'
NO GROUNDWATER ENCOUNTERED
DCE #15-125
DOG GRAVE
6. 2 )
1P
0
Scale:1 "= 20'
0 10 20 30 40 50 FEET
A,gfto�
Po' I
A=22.22' BENCHMARK - TOP OF
R=28.29' BOTT01d STEP. TOP/
\ \ AUTION 4 ,
GAS LIN E A 9 .25
THIS AREA R-40.00'
1
CA
RHOD?
i EXIST. DWELL.
TOP FNDN.
EL. 37.4' ) 2
22 �
�1
ry
L� T 39
18,610± SF X22
goo, �
NOTES
1. DATUM IS ASSUMED
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-10
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 LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
/ GRAVEL
�\
PARKING
s
c �.
GRAVEL
1 PARKING3
ovo,
O 6S
0
1
36
B h
aln t
ss�y�'A�v
00
L` )
28 —
i EXIST. DWELL.
TOP FNDN.
EL. 37.4' ) 2
22 �
�1
ry
L� T 39
18,610± SF X22
goo, �
NOTES
1. DATUM IS ASSUMED
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-10
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 LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 106 PARCEL 34
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 17.4')
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW 3 BEDROOMS @ 110 GPD 330 GPD
USE A 330 GPD DESIGN FLOW
D �8'
NAG
� IPE REMO Ep p SEMEN- SEPTIC TANK: 330 GPD (2) = 660
ER OWNER
— _ **RE—USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
Permit v,al�d for REPAIR OF SEP -1 -IC SYSTt:M SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
ONLY, due to State and Local septic variances. BOTTOM 25 X 12.83 (.74) = 237 GPD
Board of fleatth review and approval is required for
any, future. additions/renovations/alterations to TOTAL: 472 S.F. 349 GPD
sewage facilities and/or, structures/d�%clling.
Y.armou'th'Hcatth Department USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
APPROVED/S� ,S' WITH 4' STONE ALL AROUND
X � M Ll,S is
N she Date
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
V OF
px� 7 PARSONAGE POINT
YARMOUTH PORT, MA
PREPARED FOR
v� TIMOTHY WALSH
-7-N-t5-
DATE
DATE: JULY 14, 2015
off 508-362-4541
I fax 508-362-9880
downcape.com
down cape engineering, Inco
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-125 WALSH.DWG
t
i (�C
O C) l
J
c �.
ovo,
Locus
B h
aln t
ss�y�'A�v
00
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 106 PARCEL 34
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 17.4')
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW 3 BEDROOMS @ 110 GPD 330 GPD
USE A 330 GPD DESIGN FLOW
D �8'
NAG
� IPE REMO Ep p SEMEN- SEPTIC TANK: 330 GPD (2) = 660
ER OWNER
— _ **RE—USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
Permit v,al�d for REPAIR OF SEP -1 -IC SYSTt:M SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
ONLY, due to State and Local septic variances. BOTTOM 25 X 12.83 (.74) = 237 GPD
Board of fleatth review and approval is required for
any, future. additions/renovations/alterations to TOTAL: 472 S.F. 349 GPD
sewage facilities and/or, structures/d�%clling.
Y.armou'th'Hcatth Department USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
APPROVED/S� ,S' WITH 4' STONE ALL AROUND
X � M Ll,S is
N she Date
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
V OF
px� 7 PARSONAGE POINT
YARMOUTH PORT, MA
PREPARED FOR
v� TIMOTHY WALSH
-7-N-t5-
DATE
DATE: JULY 14, 2015
off 508-362-4541
I fax 508-362-9880
downcape.com
down cape engineering, Inco
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
15-125 WALSH.DWG