HomeMy WebLinkAboutBHDC-24-50LEGEND
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
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SLOPE OF GROUND
UTILITY POLE
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FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
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DICE #24- 018
1
31
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES
MARKED WITH MAGNETIC TAPE OR
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE: MEANS FOR FUTURE LOCATION.
1. DATUM IS NAVD 88
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILEF2%
CONCRETE COVERS TO WITHIN 3" GRADE
TOP FOUND. EL. 32.3' 2. MUNICIPAL WATER IS EXISTING
FILTER FABRIC OVER STONE
MINIMUM .75' OF COVERT SLOPE REQUIRED OVER SYSTEM 34.0' J/ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
PRECAST H-10 MIN. 2' WALL THICKNESS " -
MIN. 2 WALL THICKNESS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
RISERS (TYP.) PRECAST H-10 BLOCKS OR TO BE AASHO H-]Q
2'0 ' MRISERS (TYP.) OUTLETS TO PRECAST RISERS
35.3 DBOX #3 & #4 4"4SCH40 PVC 4"�SCH40 PVC MORTAR ALL H-10 PIPES LEVEL 1ST 2' PIPES LEVEL 1ST 2' 4. COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
• (TYP.) T
ENDS SIDES 6.
18" EXISTING 24" PROPOSED ,.. 31.0' CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
y 310 CMR 15.000 (TITLE TEE 2500 GAL TEE 33.8t' i0 14" �<o�.a�.a� .•.•<<.•.•<•,<
* 1500 GAL H-10 ° o ° ° r
** 33.79 TEE TEE , - ®®® )00000000q TLE 5.)
SEPTIC TANK - SEPTIC TANK 3.54 °°°<,°°°°°°° ° p o 0000°° ®®®p®®®� ®® °°°°°°°° 7. THIS PLAN IS FO
GAS BAFFLE ::' GAS BAFFLE °°°�°n°o°o°° 30.42 °°°o°o°o°a°o o°o°o°o° NPORNM
R PROPOSED WORK ONLY AND NOT TO
�_O O O ° O_ ..On On0.0„O_ >0000000. ,°°000000
®®�®®®®®®Ll
LIQ. LEVEL (ACME OR EQUAL) ," 33.53' 33.36' ' 00000000 ®® ®®®®®®® ® ;0000000o BE USED FOR LOT LINE STAKING OR ANY OTHER
30.25 ° ° ° ° 28 17' PURPOSE.
°°°°°°°°
°Oo�oJQ0000000000000000°0°0000000°0°0°000°000°000•' B" MIN. SUMP ".-MIN. SUMP $. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
°,?°°n�°o9°°O°°°°o0°0°0°o°�°non°�.°,o°n9.°�90°0°° 12" MIN. INT. DIM. 12" MIN. INT. DIM.
H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
"INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 4 L DIOUTSIDE OF STONE: 33X 12.833/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
L 6" CRUSHED STONE OR MECHANICAL OVERALL TO ' ' WITHOUT INSPECTION BY BOARD OF HEALTH AND
WITH 3000 GALLON H-20 IF NOT SUITABLE GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE COMPACTION. (15.221 [2)) ^ PERMISSION OBTAINED FROM BOARD OF HEALTH.
WITH �
1
( % SLOPE) ( 1 _ X SLOPE) ( SLOPE) (1 %SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
FOUNDATION EXIST.
SEPTIC TANK #1
1' SEPTIC TANK #2 1 '
D BOX #1- D
LEACHING
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS MAP
85 BOX #2
10
FACILITY
COMMENCEMENT OF WORK.
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
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4
���-��•.�.r�
23.0' BOTTOM TH-2
NO GROUNDWATER FOUND
SCALE 1 =2000' t
11• ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
_
j YV�% � N 10 )
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY. ASSESSORS MAP 122 PARCEL 93
--�-
SYSTEM DESIGN.
12. EXISTING LEACHING FACILITY SHALL REMAIN. SITE IS NOT LOCATED IN MASSDEP NITROGEN
GARBAGE DISPOSER IS NOT ALLOWED
13. WETLAND FLAGGED BY BRAD HALL OF BLH SENSITIVE AREA (NSA)
ENVIRONMENTAL CONSULTING 1-31-24.
EXISTING 9 BEDROOM INN
PROPOSED 3 BEDROOM EXPANSION
14. MATCH ALL EXISTING GRADES INTO EXISTING LEACHING
FIELDS. INSTALLER TO CONFIRM INVERT ELEVATIONS PRIOR
DESIGN FLOW: 12 BEDROOMS ® 110 GPD = 1320 GPD
TO INSTALLING ANY PORTION OF THE SEPTIC SYSTEM
EXPANSION.
PAVED (}
d
SEPTIC TANK: 1320 GPD (2) = 2640
DRIVEWAY
1320 GPD (1) = 1320
0 o
1236 + 618 = 3960 GAL. REQUIRED
Q
USE EXISTING 2500 GAL. SEPTIC TANK & ADD
A 1500 GAL. SEPTIC TANK IN SERIES (4000 GAL. TOTAL)
EXISTING 9-BEDROOM LEACHING FIELD TO REMAIN
LEACHING EXPANSION DESIGN FLOW:
TEST HOLE LOGS
0
3 BEDROOMS ® 110 GPD = 330 GPD
3�
LEACHING:
ENGINEER: DANIEL E. GONSALVES, SE #13587
�R
\
SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD
WITNESS: BARRY LEWIS
BOTTOM 33.5 x 12.8 (.74) = 317 GPD
DATE.. / 16 2 2024
/
ti
TOTAL: 614 S.F. 454 GPD
PERC. RATE _ < 2 MIN INCH
./\-''30
. _ all,
USE (3) 500 GAL. LEACHING CHAMBERS -(ACME OR EQUAL)
WITH 4' STONF Al i ARnI INn
CLASS I SOILS
PAVED
DRIVEWAY�-,,�
� 3 � a SR9•
/ a
EXISTING
/
BUILDING
J
/
p
r RR&P0SED
34
r7 ; BOX 4
(SEE NOTE 4)
0
BENCHMARK
SPIKE SET
"PAVED
\c \ DRIVEWAY
G G
3 3s #1
� D �
v
0 TOF = 38.0'
x Q
Q EXISTING ` _
DWELLING
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k \ \\ S
/ 0 100• OFF ` �RESERVE
p
WET `
WORK LIMIT
LINE SILT \ \
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VENT
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ELEV.
n ELEV.
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MA
0
35.0
0,,
34.0'
DATE BOARD OF HEALTH
F77A
�SL
A
SL
4"
10YR 3/2
10YR 3/2
VK11 /B
12„
Z
24"
10YR�5/4`
33.0'
SL
1OYR 5/4
G
36"
31.0'
BLS
Io I)epartm'
�t
60"
UNSUITABLE SOIL
1OYR 7 /4
30.0
�ED
C2
C1
Date
�FLS
M /CS
96"
2.5Y 5/3
27.0'
2.5Y 7/4
C3
VFS
2.5Y 7/2
144
23.0 '
"
1 �2�
23.0'
NO GROUNDWATER
ENCOUNTERED
` 02�
OfSTE£i .
i � E
DATE DANIEL A. OJALA, P.E., P.L.S.
TITLE 5 SITE PLAN
of
4 SUMMER STREET
YARMOUTHPORT, MA
PREPARED FOR
INN AT CAPE COD
DATE: MARCH 8, 2024
Scale: 1 "= 20'
G�;iG�%1L7
2024
0 10 20 30 40 50 FEET
HEALTH DEFT.
off 508-362-4541
fax 508-362-9880
downcape.com
down cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
SURVEY:
NHO
YARMOUTHPORT MA 02675
DRAFTED
BY: DEG
CHECKED
BY: Y) , 1
24-018
INN AT CAPE
COD.DWG