HomeMy WebLinkAbout42 Mid-Tech Drive - Tight Tank SystemMID TEC
DRIVE
30' BUFFER
w w
E/P
EIP
T-
I
LL— 1'-g" —�-
2'-1"
V-0"
MANHOLE FRAME AND LID
WITH TYPE J='T" HANDLEBAR LOCK
NEENAH FOUNDRY COMPANY R -1926-A
HEAVY DUTY 295#
(OR EQUALI
SCALE 3/4"=1'0"
ADDITIONAL NOTES
1. ELECTRICAL PERMIT REQUIRED FOR
INSTALLATION OF THE FLOAT CONTROL
AND ALARM SYSTEM.
2. WATER IS SUPPLIED FROM MAIN IN REAR
OF BUILDING.
3. SEPARETE WATER METER REQUIRED FOR
KITCHEN FLOW GREY WATER.
4. WATER READINGS TO BE TAKEN MONTHLY
AND TIGHT TANK DUMPINGS, VOLUME AND
DATES TO BE RECORDED.A YEARLY REPORT
SHALL BE PREPARED AND SUBMITTED TO THE
YARMOUTH BOARD OF HEALTH FOR THEIR APPROVAL.
5. ENGINEERING INSPECTION OF THE TIGHT TANK
INSTALLATION IS REQUIRED. I
10'BUFFER
EXISTING BUILDING
METAL BLDG SLAB ON GRADE PROPOSED
SIZE 88'X114'= 10032 SF 3000
ALLON
#42 MID TECH DRIVE riGHT TANK 12'
TAX MAP SHEET 64 PARCELS
F50 & F51 O
11 4 O
IO
40' 12' V–�-
---- 88'---- A
1500 GAL
41.0+/. SEPTIC TANK
abA SEPTIC SYSTEM
1978 TITLE 5
16 PERSONS X
50 GPD/PERSON=
800 GPD
REFERENCE TOWN OF
YARMOUTH SEWAGE PERMIT
NUMBER 87-311 INSTALLED
DECEMBER 1987
SCALE 1"=20'
0
°oe
T, 0" I
0 a O
INVERT EL 39.5'
INVERT EL 39'
ELEV 339
4R
!a i S
2% SLOPE OVER TIGHT TANK
ELEV 41.3'+/-
1" TOP COARSE
2" BINDER COARSE
4" DENSE GRADED
ELEV 39.T STONE
_FLOAT #2_
6" HARDENING
2'_9
FLOAT #1
4._7.. — — — — —
ESTIMATED DESIGN FLOW:
YEAR 1:
2'-6"
Y TOTAL WATER USEAGE 25.000 GALLONS
WASTE WATER 2,500 GALLONS
'� - I ' -1 H,
tH I YEAR 2,
6" BASE OF CRUSHED STONE
TOTAL WATER USEAGE 60,000 GALLONS
WASTE WATER 6,000 GALLONS
VOLUME AT 47"=3291 GALLONS
YEAR 3:
TOTAL WATER USEAGE 120,000 GALLONS
VOLUME AT .6X4'7"=2'9"=1974 GALLONS
-
WASTE WATER 12,000 GALLONS
PRECAST 3000 GALLON
DESIGN FLOW:
TIGHT TANK
12000 GAL / 250 DAYS = 48 G/D
48 G/D X 200% = 96 G/D
WITH H 20 LOADING
DAYS TO FILL 1974 GALLONS / 96 = 20 DAYS
FOUR WEEKS MINIMUM IN YEAR 3
O ILL Of TIGHT TANK
SYSTEM
SYSTEM DESIGNED TO STATE TITLE V AND TOWN OF
YARMOUTH SEWAGE REGULATIONS
PROPERTY OWNER: THOMAS RUHAN
/NOTES: -
TIGHT TANK PLAN
1- ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND`µ�i
SHALL BE SLOPED 1/4 INCH PER FOOT. FOR
2- FINISHED GRADE SHALL HAVE A MINIMUM SLOPE OF
b ® of
.02 FOOT PER FOOT OVER THE TIGHT TANK. `�`qlo NATHAN W WHIFFLE
p 3 -THE INLET SANITARY"T" SHALL BE INSTALLED AS IF IT }��,° 11� 64CAPE S KITCHEN INC.
WERE INSTALLED IN A GREASE TRAP. i^' !0 12-
4- THE ASHPHALT PAVING SHALL BE SAW CUT AND V, I #42 MID TEC DRIVE
1207 GPD SAS PATCHED AS SHOWN. � YARMOUTH INDUSTRIAL PARK
GALLEY SYSTEM 5- THE TIGHT TANK SHALL BE SEALED AT THE POINT OF
M ANUFACTURE. TEL 508-760-3544
6 GAOIO L ONSDVISUAL AND THE TANKhIS TO BE EMPTIED. S SHALL BE T 1974 ADD GREY WATER STORAGE TANK
O f 8 7- A SECOND SET OF AUDIO AND VISUAL ALARMS SHALL BE
�44'�� SET AT 3291 GALLONS AND THE PROCESS SHUT DOWN. FROM SAUCE PREPERATION
8 -THE ALARMS ARE TO BE FLOAT OPERATED AND PLACED BY
IN THE BUILDING AT A CONVIENT LOCATION. WILLIAM LIEBERMAN RPE
9- ALL THOUGH THE TIGHT TANK SYSTEM HAS BEEN
DESIGNED TO TITLE 5 REQUIREMENTS FOR SEWAGE, 235 TIMBER LANE MARSTONS MILLS MA
THERE IS NO SEWAGE IN THE INFLUENT AND IT WILL ONLY
CONTAIN GREY WATER AND SAUCE. ZIP 02648-2151 TEL 508-428-2592
DATE: JUNE17 1996