HomeMy WebLinkAbout60 BroadwaySCHEDULE OF ELEVATIONS
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FIRST FLOOR =
18.8
tt K
.6
�9
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2
TOP OF FOUNDATION =
EXISTING
x
3
PIPE INV. AT FOUNDATION =
13.17, EXISTING
x a ,r
4
INV. OF PIPE AT SEPTIC TANK INLET =
12.83, EXISTING'
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5
INV. OF PIPE AT SEPTIC TANK OUTLET =
12.58
+ SrrN-, ss
i° w N to
6
INV. OF PIPE AT D-BOX INLET =
12.50
W iA x
7
INV. OF PIPE AT D-BOX OUTLET =
12.33
so x
8
INV. OF PIPE AT LEACHING FIELD INLET =
12.08
4
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9
BOTTOM OF LEACHING FIELD =
10.08
y�c
10
TOP OF STONE
12.92
a a
ss obi
4
Is
11
FINISHED GRADE OVER LEACHING FACILITY =
14.0 - 17.0
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..
8,
12
FINISHED GRADE OVER D-BOX =
16.5
4aJ� LOCUS ?
LOCUS
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13
FINISHED GRADE OVER SEPTIC TANK =
16.6 - 17.2
fs
sf,
"Pr
14
FINISHED GRADE AT FOUNDATION =
17.3
¢cam
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� usrs
,
15
BOTTOM OF SEPTIC TANK =
7.08
16
CRAWL SPACE =
EXISTING
LOCUS MAP NOT TO SCALE
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DWELLING
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114 1
SEWAGE SYSTEM PROFILE & DETAILS
NOT TO SCALE
NOTES:
SEPTIC SYSTEM NOTES
%vt OF
1. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE.
2. H-20 SEPTIC TANK, CHAMBERS AND DISTRIBUTION BOX (D-BOX), AND SCHEDULE 40 PVC PIPE THROUGHOUT. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY IN ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.00), AND THE LOCAL BOARD OF
WHICH THE WORK IS BEING PERFORMED. HEALTH
13 RISER AND COVER TO BE SET T
12 WITHIN 6" OF FINISHED GRADE &
4 SERVE AS INSPECTION PORT
5
S=2% MINIMUM FILTER FABRIC
H-20 D-BOX BACK FILL WITH
WITH FIRST 2' SHALL 9" MIN. 36" MAX.
EVELERS BE SET LEVEL S=0.02 MIN. L=13' ��., CLEAN MATERIAL
S=0.01 MIN. L=8' S=0.01 MIN. L=VARIES
n
r; j SCH. 40 PVC TEES
00 ---------- -
15 ROPOSED 2-COMPARTMENT
' EXISTING BUILDING SEWER NOTES
1 - BUILDING SEWER PIPE INVERT ELEVATION TO BE CONFIRMED PRIOR TO CONSTRUCTION.
2 - CONTRACTOR SHALL INTERCEPT EXISTING BUILDING SEWER WITH NEW 2,500 GALLON 2-COMPARTMENT SEPTIC TANK AND INSTALL 4" PVC "T"s IN
SEPTIC TANK 2,500 GALLON,
H-20 LOADING
WAT
GPTE
MAINE AVENUE
-- �-- -- - - - (40' WIDE - PUBLIC)
GAS
GATE 1 GAS SERVICE AS MARKED
O%--- G G G G G G G G G G
GUY POLE
GCB DISC' O O L7 0 c� UP
OH OHW
OUND
PAVED
STOCKADEFENCE
\ 0 PAFRKING O
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\ =WOOD ALCONY _ - CONCRETE
= T PATIO
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APPROXIMATE LO ATION
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OF WATER SERVICr PER
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TOWN RECORDS
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2,500 GALLON
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2-COMPARTMENT
WOOD BALCONY -
I
L-.,.... GAS METER
I I I I I
I I I I I
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CONDOMINIUM
FIN. FLf EL. = 18.8 I I I
�SIAILED I I I
SEPTIC
�YSTEM I CgNC LANDING (TVP)�
LL
>OD BALC NY
in
`� C
6
6" MIN. CRUSHED STONE BASE
5.
7
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2.
THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN
PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH.
PROPOSED VENT, FINAL LOCATION
11
TO BE DETERMINED IN THE FIELD
3.
ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL BE
10
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE
RELATED WORK.
4.
ALL DISTURBED AREAS ARE TO BE LOAAED, SEEDED AND MAINTAINED TO
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PREVENT EROSION.
2
5.
FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST
ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS
15' MIN. BREAKOUT GRADE
1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED.
6.
THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND
ACKNOWLEDGED BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH,
AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL
WJ
Q= /,\
CODE, TITLE 5. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED.
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7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS
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FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED
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PRECAST 500-GALLON CHAMBERS
AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS
OF SUCH TEST HOLES.
4' OF NATURALLY OCCURRING
8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE
PERVIOUS MATERIAL �
AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING
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CONTRACTOR SHALL CONTACT ENGINEER TO ASSESS EXISTING
FACILITY. THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON
SOIL MATERIAL PRIOR TO INSTALLATION OF LEACHING SYSTEM.
THESE PLANS WITH SELECT ON -SITE OR IMPORTED SOIL MATERIAL,
UNSUITABLE MATERIAL ENCOUNTERED DURING INSTALLATION
CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL,
ADJUSTED GROUNDWATER
SHALL BE REMOVED -REFER TO SEPTIC SYSTEM NOTE 8
FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES.
EL.= 4.8 (NAVD88)
MIXTURES AND LAYERS SHALL NOT BE USED. THE FILL MATERIAL SHALL
CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 - 310 CMR SECTION
USE (5) 500-GALLON CHAMBERS WITH DOUBLE WASHED CRUSHED STONE
15.255 (3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE
42" AT ENDS AND SIDES, AND 36" BETWEEN EACH CHAMBER
MINUTES PER INCH, BEFORE AND AFTER PLACEMENT.
EFFECTIVE DIMENSIONS: LENGTH=615, WIDTH
= 11.8', HEIGHT = 2.0'
9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY
ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER
DESIGN DATA
THAN A NUMBER 200 SIEVE.
OHW OHW OHW OHW vn� �-OHW
N31°16'5 "
GAZEBO
(TYP. OF 3)
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COURT
PARCEL ID
EXISTING 22-380-C
POOLS 61,200 S.F.
SEPTIC TANK
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LEACH SYSTEM
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SECOND FLOOR
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61.5'
•
LAWN
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EXISTING SEPTIC SYSTEM #3
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I CONDOMINIUM
TO BE PUMPED DRY, REMOVED,
LAMP
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FIN. FL. EL. = 17.5
AND DISPOSED OF PER TITLE 5
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SEPTIC VENT
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CONC. WALL
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SECOND FLOOR
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CECK - O DECK IO I DECK DECK I( i DECK DECK IO I DECK
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PARCEL ID
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STOCKADE FENCE
GARAGE
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EXISTING MANHOLE /LAUNDRY o
0- �0 \ TP tit FROM TIE -CARD (TYP) FIN. FL. EL. = 14.1 LEACH PIT TO BE REMOVED �S) \�
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APPROXIMATE LOCATION
OF WATER SERVICE PER
p
TOWN RECORDS
UP
�- FZ 306.00'
oHW
OHW
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-10 �..S 32° 16' 55" W
OHW UP �-
HYDRANT
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OHW OHW
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WATER
GATE
0
MASSACHUSETTS AVENUE
(40' WIDE - PUBLIC)
ZI N
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� PARCEL ID
STOCKADE FENCE 0 22-381-1
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UP G)
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Q PAVED
& _ DRIVEWAY CBDH
OHW OHW OHW
0
WATER
GATE
POtfNB-
JL I-
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WATER
GATE
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BENCHMARK
MAG NAIL IN PAVEMENT
ELEVATION = 12.03' NAVD88
0 10 20 40
SCALE: 1 "=20'
10.
THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR
1.
TYPE OF ESTABLISHMENT: 14-BEDROOM CONDOMINIUM
SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS
RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF
2.
SEPTIC TO SERVICE: 6 BEDROOMS
INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH.
1,111 S.F. OFFICE
3.
SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PER BEDROOM = 110 x 6 = 660 GPD
11.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND
VERTICAL CONTROL OF ALL SYSTEM COMPONENTS.
75 GALLONS PER 1,000 S.F. OF OFFICE = 1,111 = 84 GPD
i000'
12.
TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.)
TOTAL = 744 GPD
SCHEDULE 40, UNLESS OTHERWISE NOTED.
4.
NOTE: THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER
13.
THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION
5.
SEPTIC TANK CAPACITY REQUIRED: 2 COMPARTMENTS, MINIMUM OF 200% OF DESIGN FLOW AND
INSPECTION AFTER EXCAVATION FOR THE LEACHING BED (PRIOR TO THE
100% OF DESIGN FLOW
PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF PIPE &STONE PRIOR
TO BACKFILLING.
= 200% x 744 GALLON = 1,488 GAL, 100% x 744 = 744 GAL. (USE 2,500 GALLON 2 COMPARTMENT TANK)
6.
DESIGN PERCOLATION RATE: ASSIGNED LESS THAN 5 MINUTES PER INCH
14.
DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND
MATERIALS INSTALLED, THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS
7.
SOIL ABSORPTION SYSTEM TYPE: CHAMBER SYSTEM
OF THE FILL MATERIAL REQUIRED. AN AS -BUILT PLAN SHALL BE SUBMITTED TO
8.
LEACHING AREA REQUIRED: MINIMUM 744 GPD /(0.74 GPD/S.F., CLASS ISOIL) = 1,006 S.F.
THE LOCAL BOARD OF HEALTH UPON COMPLETION.
9.
LEACHING SYSTEM PROPOSED: 61.5' LONG x 11.8' WIDE x 2' HIGH SYSTEM
15.
NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE
BOTTOM AREA PROPOSED = 11.8' x 61.5' = 725.7 S.F.
PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION.
SIDE AREA PROPOSED = 2 x (11.8' + 61.5') x 2' = 293.2 S.F.
16.
DIG -SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR
THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION,
TOTAL AREA PROPOSED = = 1,018.9 S.F.
10.
LEACHING SYSTEM CAPACITY PROPOSED = 1,018.9 S.F. x 0.74 GPD/S G
17.
WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY
EXCAVATING AND 10' MIN. SETBACK DISTANCE FROM SAID SERVICE TO THE
SEPTIC SYSTEM SHALL BE MAINTAINED.
SOIL EVALUATOR'S LOG
18.
ALL WATER LINES WITHIN 10' OF SEPTIC SYSTEM COMPONENTS SHALL BE
SLEEVED WITHIN 4" PVC SCHEDULE 40 PIPE.
Depth from surface
in inches
Soil Horizon
Soil Texture Soil Color
(USDA) (Munsell)
Soil Mottles
and Depth
Other Relative
Factors
TP#1
DEEP OBSERVATION HOLES TP#1 EL. 11.0
0-10
A
LOAMY SAND
10 YR 4/1
10 - 29
Bw
LOAMY SAND
10 YR 4/6
29 - 120
C1
MEDIUM SAND
2.5 YR 7J3
REDOX @ 74"
PERCOLATION RATE _ < 2 MINUTES /INCH IN C1 LAYER
DEPTH TO GROUNDWATER =NONE ENCOUNTERED,
ADJUSTED HIGH GROUNDWATER = REDOX EL.= 4.8 (N4VD8
OBSERVATIONS BY: GLEN HARRINGTON, R.S.
WITNESSED BY: PHIL RENAUD, HEALTH INSPECTOR
DATE TESTED: MAY 25, 2023
GENERALNOTES
tllllfti[ Q Ott
t!
Yarmouth Health Department mo•'M7
PRovED �°.��
NA
., Date
NOTICE
THIS PLAN MAY NOT BE ADDED T0, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE 8
ISLANDS ENGINEERING, INC.
REC E w /� � UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR
Y PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN: AND THIS
---'--� PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC.
JUL 17.2023 \ \; COPYRIGHT (C) BY CAPE &ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED
H tit# -DEFT. DATE DESCRIPTION BY CHK
PREPARED FOR:
ENGLEWOOD BEACH CONDOMINIUMS
60 BROADWAY STREET
LOCATIONS ARE BASED ON AN "ON THE GROUND" INSi-RUMENT SURVEY AND ELEVATIONS BASED ON
WEST YARMOUTH, MA 02673
THE NAVD 1988 DATUM. COORDINATE SYSTEM USED 6 THE MA -MAINLAND COORDINATE SYSTEM,
PROJECT:
DATUM: NAD 83, UNITS: U.S. SURVEY FEET.
THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWI HEREON IS BASED ON AN ASSUMED 1" LOWER
60 BROADWAY STREET
THAN THE SURVEYED THRESHOLD ELEVATION. AN IN-ERIOR INSPECTION OF BUILDINGS WAS NOT
PERFORMED.
WEST YARMOUTH, MASSACHUSETTS
ZONING DISTRICT: R-25
SHEET NO.: 1 OF 1
DATE: JUNE 2, 2023
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZWE DESIGNATION OF MINIMAL FLOOD HAZARD
ZONE X, AE(ELEV. 11) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD
DRAWN BY: WNH
CHECKED BY: MD
INSURANCE RATE MAP NO. 25001 C0588J, WITH A MAPEFFECTIVE DATE OF JULY 16, 2014.
PREPARED BY:
THIS LOT i =LOCATE,-D)MTHIN A DEP APPROVED ;ONE II WELLHEAD PROTECTION AREA.
THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.
� CAPE & 1 S L AN D S
E N G I N E E R I N G
WIND EXPOSURE CATEGORY: ZONE C
SUMMERFIELD PARK 508.477.7272 PHONE
DEED REFERENCE: BOOK 3183 PAGE 193 PLAN REFERENCE: BOOK 428 PAGE 65
800 FALMOUTH ROAD SUITE 301C
MASHPEE, MA 02649 508.477.9072 FAX www.CapeEng.com
OWNER: ENGLEWOOD BEACH CONDOMINIUMS �
DRAWING TITLE:
60 BROADWAY STREET
SEPTIC UPGRADE PLAN
WEST YARMOUTH, MA 02673
(FOR SYSTEM #3 - NO INCREASE IN FLOW)
ASSESSORS INFORMATION: MAP 22 PARCEL 380