13-240-032G
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SITE INVESTIGATION NOTE
EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: THE BIDDER IS REQUIRED, BEFORE
SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIM
OR HERSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT
MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR
REQUIRED THEREFORE. SINCE THE WORK INVOLVES NEW AND /OR EXISTING BUILDINGS,
SYSTEMS AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF
WORKING CONDITIONS, NEW FACILITIES AND ALL BUILDING STRUCTURES FAMILIARIZE TO HIMSELF
WITH ALL EXISTING CONDITIONS, SLIGHT VARIATION OF ROUTING AND OR CONSTRUCTIONS
SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH OTHER TRADES.
THESE VARIATIONS ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED NOTE:
AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL PROVIDE OPEN FULL VALVE BY THE
IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITY ASSUMED UNDER THIS WATER METER IN CONCRET BOX (EXACT
CONTRACT. LOCATION *FIELD.) PROPOSED 500 GALLON
o SUBTERRANEAN (LP)
to i GAS TANK. SEE SHEET
I o P -2 FOR INFORMATION.
PERTINENT FEATURES NOTE:
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS
THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION.
ON —SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CALCULATION
ON —SITE SEWAGE SYSTEM CALCULATION PER 64E -6.008
DATA : TOTAL S.F. OF LIVING AREA. (EXISTING + ADDITION) = 2,337 S.F.
TOTAL BEDROOMS __..,._.. _....,,,..,__r.________________ = 4 BEDROOMS.
ESTIMATED SEWAGE FLOW PER TABLE N' I (RESIDENTIAL)_
2,827 S.F. AND 4 BEDROOMS ----------------------- 400 G.P.D.
SEPTIC TANK CAPACITY DETERMINATION (PER TABLE No 11 )
301 -- 400 G.P.D. ------------------------------- 1,050 GAL, CAPACITY
AVERAGE SEWAGE FLOW ----------------------- - - - - -- SEPTIC TANK REVD.
SITE OF DRAT NFI ELD DETERMINATION (PER TABLE N' Ill )
ESTIMATED SEWAGE FLOW _ 400 G.P.D. _ 500 S.F. OF DRAINFIELD REQ.
ABSORPTION RATE GAL./S.F./DAY _ 0.8 — 250 S.F. OF RESERVED REQ.
750 S.F. OF UNOBSTRUCTED AREA
REQ. do PROVIDED.
SCOPE OF WORK:
-- EXISTING 700 GALLONS SEPTIC SYSTEM WILL BE ABANDONED do
A NEW SEPTIC SYSTEM OF 1050 GALLONS WILL BE CONSTUCTED
AS SHOWN ON PLAN.
ALL PIPING BELOW GRADE
INSULLED WITH LESS THAN
ts' OF COVER SHALL BE
ENCASED IN PVC CONDUIT
OR POLYETHYLENE SLEEVE,
VENTED TO ATMOSPHERE.
UNDERGROUND
SECOND 12"
LIFT OF GAS CONTAINER
BACKFILL7 /(
ACCESS DOME
GRADE
FIBERGLAS ANCHOR STRAPS
UITABLE FOR TANK DIAM TER
MINIMUM OF 4 PER TANKS,
,1
344" EYE -TYPE TURNBUCKLE
U IFORMLY TIGHTEN
TRIPLE CABLE CLAMPS
%— N/4" EYE BOLT
MINIMUM 4 PER SIDE)
PROVIDE A MINIMUM
BACKFILL BED 4" CONC. SLAB ��
2 12 "X12 "X LENGHT OF TANK
W[ #�5 ROD ECAST CONCRETE DEApMAN
NOTES: A 2 0•C INSTRUCTIONS,
1- MANUFACTURER'S
1- LPRGASDCONTAINERMORDANCE LW ITH CAPACITY AS NDIICAT DOOND
PLANS, IN STRICT WITH THE REQUIREMENTS
OF NFPA 54 AND TANK MANUFACTURER, WITH ALL REQUIRED
SAFETY AND OPERATIONAL INSTRUMENTS AND VALVES,
TANK SHALL BE INSTALLED WITH MINIMUM SEPARATION OF
10 FEET FROM BUILDING AND PROPERTY LINES.
2- ALL METALS INCLUDING TANKS SHALL BE COATED IN THEIR
ENTIRETY WITH TWO COATS OF FLEXI -BLACK PRIOR TO BACK
FILL.
3- IF SOIL CONDITIONS DICTATES, PROVIDE CATHODIC PROTECTION
PER MANUFACTURER'S RECOMMENDATIONS.
UNDERGROUND TANK INSTALLATION DETAIL
N. .
1 /,2 "M HB W/
3 4" VAC. BR A
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WATER METER I
IN CB
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EXISTING
POOL
EXISTING
ONE STORY CBS
RESIDENCE
6461//SW 7 th REET
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F.F.E X.XX'
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SCALE: 1/8 V -0"
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Job No,
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Scale SHOWN
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