HomeMy WebLinkAboutEngineered Plans - 2012LOT 22A
PROP. 1 ,50OG
LOT 26A
S-7 8,0310,. W
10"0
l xw0"0
SNEv cS
5.7
14"0
IV
10"0
((1 \,,
I 1 t
� ! 1
0" 0 h\.
� 1
\ 1
\ 1
t (-n
t
\ I
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LOT 23A t�
I'armouth Health Department
APPR VE"
ame Date
N
NOTES: 1) ELEV. DATUM: NGVD
00
TRANSFERED FROM RM 28
F.E.M.A. MAP 250015-0006-D
DESIGN CRITERIA
DESIGN FLOW: 28R EXIST/3 BR DESIGN 3 X 110 GAL/DAY/BR = 330 GPD
SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN
GARBAGE GRINDER: NO
SEPTIC TANK: 330 gpd x 200% = 660 gpd : USE NEW 1,50OG MONOLITHIC TANK
PUMP CHAMBER: USE NEW 1,000 GALLON MONOLITHIC PUMP CHAMBER
LEACHING AREA REQUIRED: (330) = 445.94 S.F.
.74
PRIMARY S.A.S.
USE 4 ROWS OF 5 - ADS ARC36 LP (3.8" INVERT) UNITS - NO STONE
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
(CHAMBER) 20 UNITS x 5 LF x 4.73 SF/LF = 473.0 SF
TOTAL AREA = 473.OSF
DESIGN FLOW PROVIDED: 0.74GPD/SF(638.55) = 350.02 GPD > 330 GPD req'd
115.65
LOT 25A
AREA=11,695± S.F. t
#83
i TOF=7.29
CONC. If
59.70
UPOLE
S+T
WOODED
40r 1
17' ns, ports
5.6
72 g�
5.6 N�8.03'10E LOT 24A
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE 5, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON NGVD DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
59.70
Ni
10. EXISTING LEACHING AND SPOILS TO BE PUMPED, CRUSHED, AND REMOVED
PER TITLE 5. (LOCATED WITHIN PROPOSED FOOTPR00T OF NEW LEACHING)
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. INSTALL 40 ml POLY LINER AS SHOWN AROUND ENTIRE SOIL REMOVAL
FROM EL. 8.25 - 5.0 TO PREVENT BREAKOUT.
14. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
15. ALL PIPING TO BE 4" SCH 40 O 1 /8"/FT (UNLESS SPECIFIED)
16. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING TO EL. 3.60 OR
TOP OF "C" LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
SOUTH YARMOUTH
LEGEND
PROPOSED CONTOUR
®
PROPOSED SPOT GRADE
--,98 - -
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W-
EXISTING WATER SERVICE
s
TEST PIT
LOT 22A
PROP. 1 ,50OG
LOT 26A
S-7 8,0310,. W
10"0
l xw0"0
SNEv cS
5.7
14"0
IV
10"0
((1 \,,
I 1 t
� ! 1
0" 0 h\.
� 1
\ 1
\ 1
t (-n
t
\ I
t I
L tt
LOT 23A t�
I'armouth Health Department
APPR VE"
ame Date
N
NOTES: 1) ELEV. DATUM: NGVD
00
TRANSFERED FROM RM 28
F.E.M.A. MAP 250015-0006-D
DESIGN CRITERIA
DESIGN FLOW: 28R EXIST/3 BR DESIGN 3 X 110 GAL/DAY/BR = 330 GPD
SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN
GARBAGE GRINDER: NO
SEPTIC TANK: 330 gpd x 200% = 660 gpd : USE NEW 1,50OG MONOLITHIC TANK
PUMP CHAMBER: USE NEW 1,000 GALLON MONOLITHIC PUMP CHAMBER
LEACHING AREA REQUIRED: (330) = 445.94 S.F.
.74
PRIMARY S.A.S.
USE 4 ROWS OF 5 - ADS ARC36 LP (3.8" INVERT) UNITS - NO STONE
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
(CHAMBER) 20 UNITS x 5 LF x 4.73 SF/LF = 473.0 SF
TOTAL AREA = 473.OSF
DESIGN FLOW PROVIDED: 0.74GPD/SF(638.55) = 350.02 GPD > 330 GPD req'd
115.65
LOT 25A
AREA=11,695± S.F. t
#83
i TOF=7.29
CONC. If
59.70
UPOLE
S+T
WOODED
40r 1
17' ns, ports
5.6
72 g�
5.6 N�8.03'10E LOT 24A
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE 5, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON NGVD DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
59.70
Ni
10. EXISTING LEACHING AND SPOILS TO BE PUMPED, CRUSHED, AND REMOVED
PER TITLE 5. (LOCATED WITHIN PROPOSED FOOTPR00T OF NEW LEACHING)
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. INSTALL 40 ml POLY LINER AS SHOWN AROUND ENTIRE SOIL REMOVAL
FROM EL. 8.25 - 5.0 TO PREVENT BREAKOUT.
14. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
15. ALL PIPING TO BE 4" SCH 40 O 1 /8"/FT (UNLESS SPECIFIED)
16. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING TO EL. 3.60 OR
TOP OF "C" LAYER AND REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
SOUTH YARMOUTH
LEWISJV
POND
0
LOCUS 4P C19[lVJ191)'
LOCUS INFORMATIgN
PLAN REF: 186/33
TITLE REF: 11546/102 HEALTH [7I?T.
PARCEL ID: MAP 24 PAR. 174
FLOOD ZONE: "A-12" BFE=10
COMMUNITY PANEL: 250015-0006-D DATED:07/02/92
SEPTIC REPAIR
PLAN
LOCATED AT:
83 PAWKANNAWKUT DRIVE
SOUTH YARMOUTH, MA.
PREPARED FOR
JOAN & MICHAEL
DAMERI
NOVEMBER 9, 2012
c i,1gs q F
EDWARD c S
A. R c
STONE R
o Net' 0 No. 1140
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2
483
5
w¢ LOCUS
83
°
PAWKANNAWKUT
(DRIVE/
LEWISJV
POND
0
LOCUS 4P C19[lVJ191)'
LOCUS INFORMATIgN
PLAN REF: 186/33
TITLE REF: 11546/102 HEALTH [7I?T.
PARCEL ID: MAP 24 PAR. 174
FLOOD ZONE: "A-12" BFE=10
COMMUNITY PANEL: 250015-0006-D DATED:07/02/92
SEPTIC REPAIR
PLAN
LOCATED AT:
83 PAWKANNAWKUT DRIVE
SOUTH YARMOUTH, MA.
PREPARED FOR
JOAN & MICHAEL
DAMERI
NOVEMBER 9, 2012
c i,1gs q F
EDWARD c S
A. R c
STONE R
o Net' 0 No. 1140
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2
483