HomeMy WebLinkAboutEngineered Plan - 2014NOTES
SYSTEM 1- R O I� I L E
ALL SYSTEM COMPONENTS SHALL BE ASSUMED
MARKED WITH MAGNETIC TAPE OR 1. DATUM IS
COMPARABLE MEANS FOR FUTURE LOCATION.
(NOT To SCALE) 2. MUNICIPAL WATER IS EXISTING
PROVIDE INSPECTION PORTS TO
ACCESS COVERS TO WITHIN 6 OF FIN. GRADE " OTEXTILE " J. MINIMUM PIPE PITCH TO BE 118
" PER FOOT.
2 PEASTONE OR GE WITHIN 3 OF FINISH GRADE
TOP FOUND. EL. '99.69' FILTER FABRIC OVER STONE
93.0':-94.0' 4• 'DESIGN LOADING FOR ALL 'PROPOSED PRECAST
MINIMUM .75' OF COVER OVER PRECAST' 2% SLOPE REQUIRED OVER SYSTEM -UNITS TO BE AASHO H -Q
PRECAST H-10
RISERS (TYP.) 5. PIPE JOINTS TO BE MADE WATERTIGHT.
,:. 2.0
92.55' 4"PVC
PIPPESES LEVEL 1ST 2' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
- J y 91.0, WITH ,310 CMR 15.000 (7ITLE 5.)
10 EXISTING PLASTIC 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
14
TEE SEPTIC TANK** TEE *' 90.6' NOT TO BE USED FOR LOT LINE STAKING OR ANY
91.1
0000000 OTHER PURPOSE.
GAS BAFFLE ,• 000000000000
0.92'
m 89.68' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
90.8 90.63 .
..... WATERIEST D BOX
16 H-20 HIGH CAPACITY INFILTRATORS 9. COMPONENTS NOT TO BE BACKFILLED OR
FOR LEVELNESS EACH UNIT: 6.25' X 2.83 X 16" HIGH CONCEALED WITHOUT INSPECTION BY BOARD OF
OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 25' X 11.3' HEALTH AND PERMISSION OBTAINED FROM BOARD
„ (NO STONE PROPOSED) OF HEALTH.
6 CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) $.18' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND C '
(1.5 % SLOPE) (1 % SLOPE) LOWS �/1P
VERIFYING 77 -IE ALL UNDERGROUND &
OVERHEAD U77LI77ES PRIOR TO COMMENCEMENT OF NOT TO SCALE
FOUNDATION EXIST. SEPTIC TANK 20' D' BOX 5' LEACHING WORK
FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL INSTALLER SHALL CONFIRM MINIMUM SEPTIC .TANK SIZE AT
BOTTOM TH 2 EL. 83.5' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 76 PARCEL 98
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. ' REPLACE SHALL BE REMOVED 5' BENEATH AND AROUND THE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE PROPOSED LEACHING FACILITY
CONDITIONS IF NOT SUITABLE
12. EXISTING LEACHING FACILITY SHALL BE PUMPED '
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
SYSTEM DESIGN:
GARBAGEDISPOSER IS NOT ALLOWED
DESIGN FLOW 3 BEDROOMS @ 110 ; GPD = 330 GPD
USE A - 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
+96.74 RE -USE EXISTING SEPTIC TANK**
93.29 LEACHING:
-x BENCHMARK USE CONC.
X �' BOUND AT EL. 93..3' -- 4.73 SF LF x ; 6.25'
. LENGTH = 29.56 SF PER
39 1 HIGH CAPACITY INFILTRATOR UNIT
1
FENCE° 330 GPD 0,74 GPD SF 445.9 SF LEACHING
7.14 �6, " GARDEN w / /
TEST HOLE LOGS 99.79 x )3.01 REQ'D
s 0s,x _-- - 11. r
+99.72 "�- UNIT = 15.1 UNITS
ENGINEER: DANIEL E. GONSALVES, SE #13587 oNe + 7.46 / 445.9 SF /29.56 SF/UNIT
PHIL RENAUD BoH 100, DNe �� THEREFORE, USE GRAVELLESS `SYSTEM OF (16)
WITNESS. ( ) _9� 6=_ G - 94.78 H-20 HIGH CAPACITY UNITS IN FIELD
6/ 1 1 / 14 _G oNe
DATE: 10a00 F92.48 CONFIGURATION OF 4 ROWS OF 4 UNITS
PERC. RATE _ < 2 MIN/INCH - - 4 410
` = - H I16 UNITS x 29.5 SF = 472 SF >-445.9 SF
EXIS77Nc +94.6 12" OAK CO 472 SF (0.74) = 349 GPD (OK)
CLASS SOILS -._
DWELLING
TOP OF / + @ .yam
FOUNDA TION 9 0 I
ELEV. fTl EL. 99.69 +97 5 7 I
(� � +93.
„ 93:5,TJ3 �... R
o O" /Name Date
A m / 93.70 OAK
R u M A
LS (f� W _�-- W + T +92 3 r
10YR 3/2
W APPROVED DATE. BOARD OF HEALTH
6„ D 9 2
B TITLE 5 SITE PLAN
LS LES 24
-{�- 9.04 OF
9.17 ?"_ _..- +9 2 � '
10YR 5/8 91.4' 96 VV EBBER S PATH
25 PAVED 91.82
DRIVE � 9a 9� 98 +9�.
�- 2 -Ic99 46 9g 9 / 92.14 WEST YARMOUTH, MA `
9.02 \\ 97.57 � -
PERC C �-99.3 23:2 x11
�-�920 PREPARED FOR
1x X97
,,, HELEN GOULD
MS
X
DATE: JUNE 11, 2014
10YR 7/6 Gr / -b ��
/ ' .��ur�r f���. off 508-362-4541
fax 508-362-9880
_
N(� ..P _, .. � >_. ,I=3_��, � ( downcape.com
1. C, L I down caa en Inesri'n
, Inc.
a
120„
83.5, Q �: ,. civil engineers
P<1
/QST \C ."..: or c..
'"NAL�\ /d ors
Scale.1 - 20.�`ansurveyors
NO GROUNDWATER ENCOUNTERED )
939 .Main Street (Rte 6A)
0 10 20 30 40 50 FEET
BATE DANIEL A. OJALA,' P.E., P.L.S. YARMOUTHPORT MA 02675
LCE #86-483 86-483 GOULD.DWG
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Old Townhouse Rd
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0
6 CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) $.18' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND C '
(1.5 % SLOPE) (1 % SLOPE) LOWS �/1P
VERIFYING 77 -IE ALL UNDERGROUND &
OVERHEAD U77LI77ES PRIOR TO COMMENCEMENT OF NOT TO SCALE
FOUNDATION EXIST. SEPTIC TANK 20' D' BOX 5' LEACHING WORK
FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL INSTALLER SHALL CONFIRM MINIMUM SEPTIC .TANK SIZE AT
BOTTOM TH 2 EL. 83.5' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 76 PARCEL 98
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. ' REPLACE SHALL BE REMOVED 5' BENEATH AND AROUND THE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE PROPOSED LEACHING FACILITY
CONDITIONS IF NOT SUITABLE
12. EXISTING LEACHING FACILITY SHALL BE PUMPED '
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
SYSTEM DESIGN:
GARBAGEDISPOSER IS NOT ALLOWED
DESIGN FLOW 3 BEDROOMS @ 110 ; GPD = 330 GPD
USE A - 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
+96.74 RE -USE EXISTING SEPTIC TANK**
93.29 LEACHING:
-x BENCHMARK USE CONC.
X �' BOUND AT EL. 93..3' -- 4.73 SF LF x ; 6.25'
. LENGTH = 29.56 SF PER
39 1 HIGH CAPACITY INFILTRATOR UNIT
1
FENCE° 330 GPD 0,74 GPD SF 445.9 SF LEACHING
7.14 �6, " GARDEN w / /
TEST HOLE LOGS 99.79 x )3.01 REQ'D
s 0s,x _-- - 11. r
+99.72 "�- UNIT = 15.1 UNITS
ENGINEER: DANIEL E. GONSALVES, SE #13587 oNe + 7.46 / 445.9 SF /29.56 SF/UNIT
PHIL RENAUD BoH 100, DNe �� THEREFORE, USE GRAVELLESS `SYSTEM OF (16)
WITNESS. ( ) _9� 6=_ G - 94.78 H-20 HIGH CAPACITY UNITS IN FIELD
6/ 1 1 / 14 _G oNe
DATE: 10a00 F92.48 CONFIGURATION OF 4 ROWS OF 4 UNITS
PERC. RATE _ < 2 MIN/INCH - - 4 410
` = - H I16 UNITS x 29.5 SF = 472 SF >-445.9 SF
EXIS77Nc +94.6 12" OAK CO 472 SF (0.74) = 349 GPD (OK)
CLASS SOILS -._
DWELLING
TOP OF / + @ .yam
FOUNDA TION 9 0 I
ELEV. fTl EL. 99.69 +97 5 7 I
(� � +93.
„ 93:5,TJ3 �... R
o O" /Name Date
A m / 93.70 OAK
R u M A
LS (f� W _�-- W + T +92 3 r
10YR 3/2
W APPROVED DATE. BOARD OF HEALTH
6„ D 9 2
B TITLE 5 SITE PLAN
LS LES 24
-{�- 9.04 OF
9.17 ?"_ _..- +9 2 � '
10YR 5/8 91.4' 96 VV EBBER S PATH
25 PAVED 91.82
DRIVE � 9a 9� 98 +9�.
�- 2 -Ic99 46 9g 9 / 92.14 WEST YARMOUTH, MA `
9.02 \\ 97.57 � -
PERC C �-99.3 23:2 x11
�-�920 PREPARED FOR
1x X97
,,, HELEN GOULD
MS
X
DATE: JUNE 11, 2014
10YR 7/6 Gr / -b ��
/ ' .��ur�r f���. off 508-362-4541
fax 508-362-9880
_
N(� ..P _, .. � >_. ,I=3_��, � ( downcape.com
1. C, L I down caa en Inesri'n
, Inc.
a
120„
83.5, Q �: ,. civil engineers
P<1
/QST \C ."..: or c..
'"NAL�\ /d ors
Scale.1 - 20.�`ansurveyors
NO GROUNDWATER ENCOUNTERED )
939 .Main Street (Rte 6A)
0 10 20 30 40 50 FEET
BATE DANIEL A. OJALA,' P.E., P.L.S. YARMOUTHPORT MA 02675
LCE #86-483 86-483 GOULD.DWG