HomeMy WebLinkAbout760 Route 28 - Existing Tight TankBMICHLRAFat
TOP OF FOUNDATION
ELEV. = !P-99__ �
(ASSUMED)
FLOOR --��
DRAIN 1 99..'n
ALARM CONTROL BOX
CONNECTED TO ALARM
(AUDIO AND VISUAL)
10
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. = 98.00
ELEV. = 97.17
SYSTEM PRORLE
NOT TO SCALE
(EXISTING)
2000 GALLON
TIGHT TANK
24" DIA. HDCI FRAMES & COVERS V
ROUGHT TO FINISHED
GRADE
rLEBARON LBW 288 OR EQUAL) VENT
& VENTS ARE GRED �NSIDEUILDING RISING THROUGHOF
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARYUNITS SHALL BE BROUGHT TO
FINISHED GRADE WITH 24_ HDCI FRAMES AND COVERS.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-20 LOADING.
-_-- 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTIUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. B A13(EL 9).J
8. PARCEL IS IN FLOOD ZONES __ AS PARCEL -
9. LOT IS SHOWN ON ASSESSORS MAP _
10. TIGHT TANK IS EXISTING AND CURRENTLY NOT BEING USED.
11. THE ALARM SWATCH SHALL BE CONNECTED TO A BELL AND LIGHT
LOCATED INSIDE THE RESIDENCE.
12. AN ELECTRICAL PERMIT IS REQUIRED TO BE OBTAINED BY A LICENSED
ELECTRICIAN IN ORDER TO INSTALL ALARM.
13. ALL CONTENTS OF THE TIGHT TANK ARE TO BE REMOVED BY A LICENSED
PUMPING CONTRACTOR TO A LICENSED SEPTIC TREATMENT FACILITY.
14. APPROVAL IS REQUIRED FOR MISCELLANEOUS DISPOSAL (TIGHT TANK)
INSTEAD OF AN ON-SITE SUBSURFACE DISPOSAL SYSTEM.
15. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
16. EXISTING TIGHT TANK WAS PERMITTED IN 1988 FROM A PLAN DRAWN
BY ROBERT. BRAMAN, P.E.
DESIGN CALCULATIONS
NUMBER OF WASHING BAYS --��
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW_ GAL./DAY
(150 GAL/BAY/DAY X �_ BAYS)
REQUIRED TANK CAPACITY 1500- GAL.
( 300 GAL/DAY X 5 DAYS) 2pOQ GAL
ACTUAL TANK CAPACITY
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00---
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE __0_
-T ELEV.• = 98.42
LARM ACTIVATION LEVEL
(A3/4 OF TOTAL DEPTH)
0
r
ELEV. _ _ 92.42
FENCE �I
POST -
1 11 17 0 jy FENCE
X, POST
FENCE
\1I1/ �p �O �9" POST
- O'
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PIRATES COBE EAST INC.
BK 4,102 PG. 12
PL. BK. 343 PG. 31
0
LOT 2A
SALT MARSH =
11, 583 S0. FT. f
0.266 ACRES
UPLAND =
185,408 S0. FT.
4.256 ACRES
TO TA AREA =
196, 991 50. FT
4.522 ACRES
SHAPE NUMBER = 2 4
MODIFIED SN. = 72.57
TOWN OF YARMOUTH
8K. 2,8J9 PG. 166
PL. BK 336 PG. 11
CB
FND.
5"E CB
CB �1 ] �45 2 FND.
15
FND. 216
i
i
i
i
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FND. i
5
AT 3
TOTAL AREA =
125,059 SO. FT. f
\ 2.871 A CRSS
\ SHAPE NUMBER = 20.43
X21
l/ENT'I,I EXISTING
2000 GALLON \
�0 o = TIGHT TANK
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Exrs TING
�n DC TRAP
OOF _ ° UMP AND BACKFILL \0)_
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UM3
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cp
ER o
/P
/ NUN ONLY
SNAULAT�O
GAL
\ R= 79.79
A=501.34'
AREA =20, 000 S. FH
\ SN=12.57 '
FND.
,
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0
235 �p 165 �8
CB
\ \ g•�0
FND. 20 v
� 0
g
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N \
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APPROVED. BOARD OF HEALTH
• 40 0 120 16#
SO= YAR
Cl�.►.`OUTH
�
QP��� LOCUS
ROUTE 28
LO
LO
s
LO
LO
DATE AULN I
EXISTING TIGHT -TANK
FOR
DAVENPORT REALTY TRUST
L°C.LOT 2A, #770 ROUTE 28
SOUTH YARMOUTH, MASS.
203 SETUCKE I KUAU
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
°A�MAR. -31, 2014 SCALE 1" = 40'
REV. �I JOB N0. 681O�OU