HomeMy WebLinkAbout58 Long Pond Drive - Site Plan Showing Tight Tank Conversiont
1 'ESTIMATED DAILY FLOW GENERATED = 50 GALLONS PER DAY
500% OF ESTIMATED DAILY FLOW = 5 x 50 = 250 GALLONS PER DAY
� { F
' I 2 CAPACITY OF EXISTNG TANK = 2,500 GALLONS
N
:S h
j
3.; .A VISUAL AND AUDIO ALARM SHALL BE PROVIDED TO SOUND
AJ THREE FIFTHS CAPACITY. THE ALARM SHALL BE MOUNTED
IN A CLEARLY VISIBLE LOCATION.
4. THE EXISTNG TANK COVERS ARE SET TO FNISH GRADE.
5. THE TANK HAS BEEN CLEANED, INSPECTED AND TESTED FOR WATERTIGHTNESS.
ul.VI
GENERAL NOTES:
1. ASSESSOR'S NUMBER: 50-198
2. BUILDING ADDRESS: 58
3. PLAN REFERENCE: PLAN BOOK 278 PAGE 67
4. TOPOGRAPHIC INFORMATION COMPILED FROM
PLANS BY OTHERS.
5. ZONING DISTRICT: LB �
CIVIL
No 35051
BELL
LIGHT
ALARM
-77
ExISnnG
0
O
PARKIDG
14
"
— EXISTING 2,500 —
EXISTING
GALLON SEPTIC TANK
LEACHIN3
IK
TO BE CONVERTED TO
FIELDS T)
1
A TIGHT TANK
REMAIN
t
1 'ESTIMATED DAILY FLOW GENERATED = 50 GALLONS PER DAY
500% OF ESTIMATED DAILY FLOW = 5 x 50 = 250 GALLONS PER DAY
� { F
' I 2 CAPACITY OF EXISTNG TANK = 2,500 GALLONS
N
:S h
j
3.; .A VISUAL AND AUDIO ALARM SHALL BE PROVIDED TO SOUND
AJ THREE FIFTHS CAPACITY. THE ALARM SHALL BE MOUNTED
IN A CLEARLY VISIBLE LOCATION.
4. THE EXISTNG TANK COVERS ARE SET TO FNISH GRADE.
5. THE TANK HAS BEEN CLEANED, INSPECTED AND TESTED FOR WATERTIGHTNESS.
ul.VI
GENERAL NOTES:
1. ASSESSOR'S NUMBER: 50-198
2. BUILDING ADDRESS: 58
3. PLAN REFERENCE: PLAN BOOK 278 PAGE 67
4. TOPOGRAPHIC INFORMATION COMPILED FROM
PLANS BY OTHERS.
5. ZONING DISTRICT: LB �
CIVIL
No 35051
BELL
LIGHT
ALARM
THE CONTRACTOR SHALL MODIFY
EXISTING COVERS TO BE WATRERTIGHT.
MINIMUM DIAMETER SHALLI, BE 24"
Y. •
EXISTING INLET ALL OUTLET PIPES HAVE.
BEEN MORTARED.
•i
' SET FLOAT SWITCH FOR ALARM AT 40%
P'JLL; LEVEL (1,000 GALLONS +/—)
THE EXISTING TANK HAS BEEN
CLEANED, PUMPED DRY,
WATERPROOFED AND TESTED FOR
'j WATERTIGHTNESS
Il a'
12'
it
SITE PLAN SHOWING TIGHT TANK CONVERSION
PREPARED FOR
KEVIN MORRIS
IN
YARMOUTH MA
PLAN DATE: JANUARY 28, 2002 PLAN SCALE: 1" = 20'
CIVIL ENGINEERING
WASTEWATER DESIGN
117LE 5 PLOT PLANS
LAND USE PLANNING
FALMOUTH
ENGINEERING'.
WETLANDS PERMITTING
COASTAL ENGINEERING
PIERS AND DOCKS
COMMERCIAL/RESIDENTIAL
Sero g Cope Cod and Southeostem !/oss»chusetts
101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax
PROJECT NUMBER: 02011 1 CAD FILE NAME: 02011 SP I PLAN NUMBER: 01-01 1 SHEET 1 of 1
-77
14
"
— EXISTING 2,500 —
GALLON SEPTIC TANK
TO BE CONVERTED TO
1
A TIGHT TANK
4
12'
THE CONTRACTOR SHALL MODIFY
EXISTING COVERS TO BE WATRERTIGHT.
MINIMUM DIAMETER SHALLI, BE 24"
Y. •
EXISTING INLET ALL OUTLET PIPES HAVE.
BEEN MORTARED.
•i
' SET FLOAT SWITCH FOR ALARM AT 40%
P'JLL; LEVEL (1,000 GALLONS +/—)
THE EXISTING TANK HAS BEEN
CLEANED, PUMPED DRY,
WATERPROOFED AND TESTED FOR
'j WATERTIGHTNESS
Il a'
12'
it
SITE PLAN SHOWING TIGHT TANK CONVERSION
PREPARED FOR
KEVIN MORRIS
IN
YARMOUTH MA
PLAN DATE: JANUARY 28, 2002 PLAN SCALE: 1" = 20'
CIVIL ENGINEERING
WASTEWATER DESIGN
117LE 5 PLOT PLANS
LAND USE PLANNING
FALMOUTH
ENGINEERING'.
WETLANDS PERMITTING
COASTAL ENGINEERING
PIERS AND DOCKS
COMMERCIAL/RESIDENTIAL
Sero g Cope Cod and Southeostem !/oss»chusetts
101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax
PROJECT NUMBER: 02011 1 CAD FILE NAME: 02011 SP I PLAN NUMBER: 01-01 1 SHEET 1 of 1