HomeMy WebLinkAbout2014 Apr 28 - Flax Pond - Robert B. Our - 050 - Septic As Built Drawings -1146 ROUTE 28
SOUTH YARMOUTH, MA 02664
General Notes
N
NOT TO SCALE
VICINITY MAP
PROJECT
LOCATION
N
SACLE: 1"=1000'
AREA MAP
PROJECT
LOCATION
NO.
SHEET DWG.
NO.TITLE
DRAWING INDEX
1. 0 COVER SHEET
2. 1 DESIGN INFORMATION, DETAILS AND NOTES
3. 2 SITE PLAN - PROPOSED
4. 3 SITE PLAN - LEACHING FACILITIES AND DETAILS
5. 4 MISCELLANEOUS DETAIL AND DESIGN NOTES
6. 5 CHEMICAL FEED BUILDING, MISC. NOTES & DETAILS
7. 6 MANHOLE, SMALL PIPE, AND DOSING PUMP STATION DETAILS
8. 7 PARTIAL LANDSCAPING PLAN
9. 8 GENERAL NOTES
GENERAL NOTE:
THE FLAX POND RECREATIONAL FACILITY SEPTIC SYSTEM UPGRADE DESIGN IS PROVIDED AS A
COMMUNITY DONATION FROM GHD TO THE TOWN OF YARMOUTH AS AGREED IN THE NOVEMBER 16,
2010 DONATION AGREEMENT
DESIGN INFORMATION
DEEP OBSERVATION HOLE LOGS
CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
NOTES
TREATMENT SYSTEM
DOSING CALCULATIONS:
LEACHFIELD DESIGN
NOT TO SCALE
TYPICAL TRENCH SECTION
DUST CONTROL MEASURES
EROSION CONTROL NARRATIVE
NOT TO SCALE
TYPICAL DETAIL FOR ALL BURIED VALVES
SEPTIC AND EQUALIZATION TANKS (#1, #2, & #3) IN SERIES:
GENERAL NOTE:
THE FLAX POND RECREATIONAL FACILITY SEPTIC SYSTEM UPGRADE DESIGN IS PROVIDED AS A
COMMUNITY DONATION FROM GHD TO THE TOWN OF YARMOUTH AS AGREED IN THE NOVEMBER 16,
2010 DONATION AGREEMENT
LEGEND
GENERAL NOTES
SCALE: 1" = 30'
SITE PLAN
GENERAL NOTE:
THE FLAX POND RECREATIONAL FACILITY SEPTIC SYSTEM UPGRADE DESIGN IS PROVIDED AS A
COMMUNITY DONATION FROM GHD TO THE TOWN OF YARMOUTH AS AGREED IN THE NOVEMBER 16,
2010 DONATION AGREEMENT
1" = 10'
PARTIAL LANDSCAPING PLAN
GENERAL NOTE:
THE FLAX POND RECREATIONAL FACILITY SEPTIC SYSTEM UPGRADE DESIGN IS PROVIDED AS A
COMMUNITY DONATION FROM GHD TO THE TOWN OF YARMOUTH AS AGREED IN THE NOVEMBER 16,
2010 DONATION AGREEMENT
GENERAL NOTE:
THE FLAX POND RECREATIONAL FACILITY SEPTIC SYSTEM UPGRADE DESIGN IS PROVIDED AS A
COMMUNITY DONATION FROM GHD TO THE TOWN OF YARMOUTH AS AGREED IN THE NOVEMBER 16,
2010 DONATION AGREEMENT
GENERAL NOTES
1. ALL UNDERGROUND UTILITIES AS SHOWN WERE COMPILED USING FIELD SURVEY AND AVAILABLE RECORD
INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES, AND ARE APPROXIMATE ONLY.
ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD.
2. ALL UTILITY COMPANIES, PUBLIC AND PRIVATE MUST BE NOTIFIED, INCLUDING THOSE IN CONTROL OF UTILITIES NOT
SHOWN ON THIS PLAN (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) BEFORE DESIGNING, EXCAVATING,
BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORING OR REPAVING.
3. ALL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDED PROCEDURE.
4. CONTRACTOR SHALL NOT COMPACT DIRECTLY OVER PIPE BARREL UNTIL 2 FEET OF FILL IS COVERING PIPE.
5. WARNING TAPE SHALL BE INSTALLED DIRECTLY OVER PIPE A MINIMUM OF 1' ABOVE TOP OF PIPE AND SHALL BE THE
COLOR GREEN AND CONTAIN THE WORDING “WARNING BURIED SEWER”.
SURVEY CONTROL, LAYOUT AND RECORD NOTES
1. THE CONTRACTOR SHALL ACCURATELY FIELD LOCATE AND STAKE OUT PROPOSED WORK INCLUDING: SEWERS.
TANKS, TRENCHES, GRADE LINES, LIMITS OF WORK, ETC.
2. THE CONTRACTOR SHALL EMPLOY A SURVEYOR TO PREPARE RECORD DRAWINGS OF THE COMPLETED PROJECT IN
ACCORDANCE WITH THE REQUIREMENTS OF 310 CMR 15.220.
SAFETY NOTES
1. CONTRACTOR TO PROVIDE ALL NECESSARY WARNING SIGNS, BARRICADES, TRENCH PLATING AND OTHER MEASURES
REQUIRED BY OSHA TO ENSURE SAFETY OF WORKERS AND PEDESTRIANS.
2. ALL WORK WITHIN TANKS, CHAMBERS, MANHOLES, VALVE PITS AND OTHER CONFINED SPACES SHALL BE
PERFORMED BY OSHA TRAINED WORKERS AND ACCORDING TO OSHA REGULATIONS FOR CONFINED SPACE ENTRY.
3. SAFETY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR WITH REGARDS TO THIS PROJECT, ON SITE OR
OFF.
4. CONTRACTOR SHALL FURNISH AND INSTALL SAFETY IMPLEMENTS AS REQUIRED BY INDUSTRY STANDARDS, AND
TOWN OR GOVERNING AUTHORITY REQUIREMENTS.
5. IN THE EVENT THAT SHORING IS NECESSARY FOR SAFE OPERATION OF EXCAVATION, THE CONTRACTORS ATTENTION
IS DIRECTED TO THE MASSACHUSETTS HIGHWAY, STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES LATEST
EDITION INCLUDING SUPPLEMENTAL SPECIFICATIONS, HEREINAFTER REFERRED TO AS THE “MASS HIGHWAY
SUPPLEMENTAL SPECIFICATION”, SPECIFICALLY SPECIFICATION SECTION 140.
SEPTIC SYSTEM NOTES
1. PRIOR TO THE START OF ACTIVITIES ASSOCIATED WITH THE INSTALLATION OF THE SEPTIC SYSTEM, CONTRACTOR
SHALL OBTAIN A DISPOSAL SYSTEM INSTALLER'S PERMIT FROM THE LOCAL APPROVAL AUTHORITY.
2. INSTALLATION OF THIS SEWAGE DISPOSAL SYSTEM IS UNDER THE JURISDICTION OF THE TOWN OF YARMOUTH
HEALTH DEPARTMENT AND MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION. DURING
CONSTRUCTION ANY DEVIATION FROM THIS PLAN MUST BE APPROVED BY BOTH OF THESE AGENCIES AND THE
ENGINEER OF RECORD. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 310 CMR.15.00 AND AS CONTAINED
IN THESE DOCUMENTS.
3. SUBSURFACE COMPONENTS OF THIS SYSTEM SHALL NOT BE BACKFILLED OR OTHERWISE CONCEALED FROM VIEW
UNTIL A FINAL INSPECTION HAS BEEN CONDUCTED BY THE APPROVING AUTHORITIES AND PERMISSION HAS BEEN
GRANTED FROM THE APPROVING AUTHORITIES TO BACKFILL THE SYSTEM.
4. UNDER NO CIRCUMSTANCES SHALL SEWAGE BE DISCHARGED TO THIS SYSTEM UNTIL A CERTIFICATE OF
COMPLIANCE IS OBTAINED FROM THE LOCAL APPROVING AUTHORITY.
5. CONTRACTOR SHALL PROVIDE FOR SAFE AND UNRESTRICTED ACCESS TO CONSTRUCTION AREAS FOR
REPRESENTATIVES FROM THE APPROVAL AGENCIES WITHOUT PRIOR NOTICE OF SITE VISITS.
6. ALL TANKS SHALL BE WATERTIGHT THROUGH MANUFACTURER'S SPECIFICATION AND WARRANTY OR MADE
WATERTIGHT BY THE MANUFACTURER, EQUIPMENT SUPPLIER OR INSTALLER USING ASPHALT OR SYNTHETIC
POLYMER SEALER AS SPECIFIED BY THE CONCRETE OR SYNTHETIC MATERIAL MANUFACTURER. ALL TANK ACCESS
MANHOLES SHALL BE WATERTIGHT.
7. ALL TANKS SHALL BE DESIGNED FOR H-20 LOADING.
8. PIPING SHALL BE INSTALLED ACCORDING TO THE MATERIALS, LOCATIONS, AND CONFIGURATIONS AS SHOWN ON THE
PLAN AND DETAILS. THRUST BLOCKS SHALL BE INSTALLED AT ALL DIRECTIONAL CHANGES IN PRESSURE PIPING AND
AS SHOWN IN THE LEACHING SYSTEM DETAILS.
GRAVITY SEWER PIPE TESTING NOTES
1. CONTRACTOR SHALL PROVIDE ALL NECESSARY PERSONNEL AND EQUIPMENT FOR THE PRESSURE TESTING OF THE
GRAVITY SEWER PIPE.
2. THE CONTRACTOR SHALL PERFORM A LOW PRESSURE AIR TEST FOR GRAVITY SEWER.
3. PRESSURE TESTING SHALL BE PERFORMED BY COMPETENT PERSONNEL EXPERIENCED IN PRESSURE TESTING.
4. THE MONITORING GAGE FOR THE GRAVITY SEWER AIR TEST SHALL HAVE A PRESSURE RANGE OF 0 TO AT LEAST 10
PSIG WITH MINIMUM DIVISIONS OF 0.10 PSIG AND AN ACCURACY OF +/- 0.05 PSIG.
5. LOW PRESSURE AIR TESTING SHALL CONFORM TO ASTM C-828-80 AND AS MODIFIED BY UNI-BELL PLASTIC PIPE
ASSOCIATION PUBLICATION UNI-B-6-9.
PRESSURE & LEAKAGE TESTING OF FORCE MAINS
1. CONTRACTOR SHALL PROVIDE ALL NECESSARY PERSONNEL AND EQUIPMENT FOR WATER PRESSURE & LEAKAGE
TESTING OF THE DISTRIBUTION SYSTEM.
2. ALL PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARDS.
3. THE OWNER OR OWNER'S AGENT SHALL WITNESS ALL TESTS.
4. BOTH FORCE MAINS SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF NO LESS THAN 150 PSI FOR A PERIOD
OF TWO HOURS. PRESSURE SHALL NOT VARY MORE THAN 5 PSI FOR DURATION OF TEST.
5. TEST PRESSURE SHALL NOT EXCEED PIPE OR THRUST RESTRAINT DESIGN PRESSURES AND NO MORE THAN TWICE
THE RATED PRESSURE OF THE VALVES WHEN PRESSURE BOUNDARY OF TEST SECTION INCLUDES CLOSED GATE
VALVES.
6. LEAKAGE TESTING SHALL BE CONDUCTED CONCURRENTLY WITH THE PRESSURE TEST. LEAKAGE SHALL BE DEFINED
AS THE QUANTITY OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPE, OR ANY VALVED SECTION
THEREOF, TO MAINTAIN PRESSURE WITHIN 5 PSI OF THE SPECIFIED TEST PRESSURE THROUGHOUT THE DURATION
OF THE TEST AFTER THE PIPE HAS BEEN FILLED WITH WATER TO THE TEST PRESSURE. RATE OF LEAKAGE SHALL NOT
EXCEED 11.65 GALLONS PER DAY, PER MILE OF PIPE. PER INCH OF NOMINAL PIPE DIAMETER BASED ON A TEST
PRESSURE OF 150PSI.
7. BEFORE APPLYING THE SPECIFIED TEST PRESSURE. AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE AND
VALVES. EACH TEST SECTION SHALL BE SLOWLY FILLED WITH WATER AND TEST PRESSURE SHALL BE APPLIED BY
MEANS OF A PUMP CONNECTED TO THE PIPE.
8. ALL EXPOSED PIPE. FITTINGS, VALVES, AND JOINTS SHALL BE CAREFULLY EXAMINED DURING THE TEST. ANY
DAMAGED OR DEFECTIVE PIPING, FITTINGS, OR VALVES THAT ARE DISCOVERED FOLLOWING THE PRESSURE TEST
SHALL. BE REPAIRED OR REPLACED WITH SOUND MATERIAL AND THE TEST SHALL BE REPEATED. ALL VISIBLE LEAKS,
REGARDLESS OF THE AMOUNT, SHALL BE REPAIRED.
9. IF THE SECTION BEING TESTED FAILS TO PASS THE PRESSURE OR LEAKAGE TESTS, THE CONTRACTOR SHALL
DETERMINE, AT HIS OWN EXPENSE, THE SOURCE OR SOURCES OF LEAKAGE, AND HE SHALL PERMANENTLY REPAIR
OR REPLACE ALL DEFECTIVE MATERIALS AND/OR WORKMANSHIP. THE EXTENT AND TYPE OF REPAIR AS WELL AS
RESULTS, SHALL BE SUBJECT THE- APPROVAL OF THE ENGINEER. THE COMPLETED PIPE INSTALLATION SHALL THEN
BE RETESTED AND REQUIRED TO MEET THE PRESSURE AND LEAKAGE REQUIREMENTS.
10.TESTING AND RETESTING SHALL BE COMPLETED PRIOR TO BACKFILLING.
11.THE USE OF SEALANTS, APPLIED FROM THE OUTSIDE OR INSIDE OF PIPE, IS NOT ACCEPTABLE.
LEAKAGE TESTING OF TANKS & STRUCTURES
1. CONTRACTOR SHALL PROVIDE LEAKAGE TESTING OF ALL TANKS AND SUBSURFACE STRUCTURES BY MEANS OF
EXFILTRATION TESTS.
2. CONTRACTOR SHALL SUPPLY ALL MATERIALS, WATER, AND LABOR TO CONDUCT LEAKAGE TESTING.
3. OWNER SHALL BE NOTIFIED 3 DAYS IN ADVANCE OF ANY LEAKAGE TESTING.
4. PRIOR TO EXFILTRATION TEST, TANKS AND SUBSURFACE STRUCTURES SHALL BE FILLED TO OPERATING LEVELS
WITH CLEAN WATER AND COVERED TO PREVENT INFLOW. CONTRACTOR SHALL VISIBLY MARK INITIAL WATER DEPTH
IN THE TEST STRUCTURE AND LEAVE UNDISTURBED FOR 24 HOURS. AFTER 24 HOUR PERIOD CONTRACTOR SHALL
RE-MEASURE WATER DEPTH AND REPORT FINDINGS TO OWNER AND ENGINEER.
5. CONTRACTOR SHALL NOT DISTURB TESTING CONDITIONS UNTIL AUTHORIZED BY OWNER OR OWNER'S AGENT.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING ALL ADDITIONAL LABOR AND MATERIALS NECESSARY TO
PROVIDE FOR WATERPROOF STRUCTURES IF LEAKAGE FAILURE OCCURS.
7. OWNER RESERVES THE RIGHT TO REJECT ANY STRUCTURE FOUND TO BE LEAKING. ANY REJECTED STRUCTURE
SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
EQUIPMENT AND PRODUCT SUBMITTAL ITEMS
1. PROVIDE 4 COPIES OF PRODUCT DATA AND SUBMITTAL INFORMATION AS DETAILED BELOW TO ENGINEER IN A TIMELY
MANNER TO EXPEDITE THE PROJECT. COORDINATE SUBMISSION OF RELATED ITEMS.
2. IDENTIFY DEVIATIONS FROM THE CONTRACT DOCUMENTS AND IDENTIFY SPACE REQUIREMENTS WHICH DIFFER FROM
THOSE DESIGNED OR SHOWN ON THE CONTRACT DOCUMENTS.
3. REVISE AND RESUBMIT SUBMITTALS AS REQUIRED AND REQUESTED BY ENGINEER.
4. WITHIN 10 DAYS AFTER NOTICE TO PROCEED, SUBMIT A COMPLETE LIST OF MAJOR PRODUCTS PROPOSED FOR USE
WITH NAME OF MANUFACTURER, MODEL NUMBER, TANK VOLUME, ETC.
5. WITHIN 14 DAYS AFTER NOTICE TO PROCEED, SUBMIT MANUFACTURERS INFORMATION AND SPECIFICATIONS ON THE
FOLLOWING PRODUCTS AND EQUIPMENT:
x PIPE AND PIPE SUPPORTS
x TANKS AND HATCHES
x CONNECTORS
x MANHOLE
x BIOCLERE TREATMENT SYSTEM INCLUDING:
EQUALIZATION PUMPS AND CONTROLS
BIOCLERE TRICKLING FILTER SYSTEM, PUMPS, FANS, AND CONTROLS
CHEMICAL FEED PUMPS AND CONTROLS
MICRO-C TOTE
6. PROVIDE 2 COPIES OF OPERATION AND MAINTENANCE MANUAL FOR THE COMPLETE WASTEWATER TREATMENT AND
RECHARGE SYSTEM WITH THE FOLLOWING COMPONENTS AND FEATURES:
x PROVIDE IN 3-RING BINDERS
x PROVIDE MANUFACTURERS INFORMATION FOR EACH PRODUCT OR EQUIPMENT SEPARATED BY TABBED DIVIDERS
x PROVIDE OVERVIEW NARRATIVE TO BE WRITTEN BY BIOCLERE SUPPLIER ON THE DAILY OPERATIONS WITH
RESPECT TO:
SYSTEM DESCRIPTION AND UNDERSTANDING
RECOMMENDED SAMPLING AND ANALYSIS OF PROCESS WATER, AND THE NEEDED ADJUSTMENT OF CHEMICAL
FEED SYSTEMS AND RECYCLE SYSTEMS WHEN ANALYTICAL RESULTS ARE OUTSIDE OF NORMAL OPERATING
RANGES.
DAILY, WEEKLY, MONTHLY AND SEASONAL MONITORING ITEMS.
PROCEDURES FOR SHUTTING DOWN THE SYSTEM FOR THE WINTER SEASON.
x PROVIDE ALL WIRING DIAGRAMS OF INSTALLED EQUIPMENT AND ELECTRICAL PANELS AND CONTROLS.
7. CONSTRUCTION PHOTOGRAPHS:
x PROVIDE PHOTOGRAPHS OF ALL INSTALLED TANKS AND PIPES BEFORE BACKFILLING AND ALL EQUIPMENT WITH
WIRING COMPLETED.
x PROVIDE A COMPACT DISC WITH .JPEG FILES OF ALL PHOTOS.
x PROVIDE 3-RING BINDER WITH 8.5” X 11” PRINTED PHOTOS.
EQUIPMENT GENERAL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR PROMPTLY CORRECTING BY REPLACEMENT OR OTHERWISE ANY DEFECTS IN
THE EQUIPMENT OR FAILURE TO MEET THE GUARANTEE OR PERFORMANCE REQUIREMENTS OF THE EQUIPMENT
MANUFACTURER. IF CONTRACTOR FAILS TO MAKE THESE CORRECTIONS, OR IF THE IMPROVED EQUIPMENT AGAIN
FAILS TO MEET THE GUARANTEES OR SPECIFIED REQUIREMENTS, THE OWNER, NOTWITHSTANDING HIS HAVING MADE
PARTIAL PAYMENT FOR WORK AND MATERIALS WHICH HAVE ENTERED INTO THE MANUFACTURE OF SAID EQUIPMENT,
MAY REJECT SAID EQUIPMENT AND ORDER THE CONTRACTOR TO REMOVE IT FROM THE PREMISES AT THE
CONTRACTOR'S EXPENSE. ALL MANUFACTURER'S WARRANTIES, EXPRESSED OR IMPLIED, SHALL PASS THROUGH THE
CONTRACTOR TO THE OWNER. WARRANTIES SHALL BE FOR A MINIMUM OF ONE YEAR FROM THE DATE OF
ACCEPTANCE FROM THE APPROVING AUTHORITY.
2. CONTRACTOR SHALL PROVIDE FOR MANUFACTURER'S REPRESENTATIVE TO BE ON-SITE ACCORDING TO THE
FOLLOWING SCHEDULE:
x BIOCLERE SYSTEM INCLUDING CHEMICAL FEED PUMPS AND CONTROLS, AND EQUALIZATION PUMPS - 2 DAY
INSTALLATION, 1 DAY FINAL ACCEPTANCE, 1 DAY INSTRUCTION TO OPERATOR AND OWNER.
x DOSING PUMPS - 1 DAY INSTALLATION, 1 DAY FINAL ACCEPTANCE, 1 DAY INSTRUCTION.
*WRITTEN INSTRUCTIONS SHALL BE PROVIDED FOR ALL EQUIPMENT IN ADDITIONS TO SITE VISITS.
EQUIPMENT SPECIFICATIONS
1. BIOCLERE SYSTEM SHALL INCLUDE EQUALIZATION (DUPLEX) PUMPS AND CONTROLS, AND TRICKLING FILTER
COMPLETE WITH FAN, INTERNAL DOSING PUMP, RECYCLE SYSTEM, AND ALL NEEDED COMPONENTS AND SIZING TO
TREAT THE DESIGN FLOWS AND EXPECTED LOADINGS TO LESS THAN 25 MG/L TOTAL NITROGEN ON AVERAGE.
2. DOSING PUMP SYSTEM SHALL INCLUDE DUPLEX PUMPS AND CONTROLS TO MEET THE DOSING CALCULATIONS ON
SHEET 1.
3. BIOCLERE SYSTEM, DOSING PUMP SYSTEM AND CHEMICAL FEED SYSTEMS SHALL BE PROVIDED BY ONE SUPPLIER
AND SHALL BE FULLY COORDINATED AND INTEGRATED.
4. ONE UNINSTALLED STANDBY FOR EACH PUMP TYPE OF THE BIOCLERE SYSTEM AND DOSING PUMP SYSTEM SHALL BE
PROVIDED FOR STORAGE AND FUTURE USE IN THE SEPTIC CONTROL BUILDING.
5. ALL NON-BURIED PIPING SHALL BE ADEQUATELY SUPPORTED BY STAINLESS STEEL PIPE SUPPORTS IN ALL TANKS
AND STRUCTURES.
6. EQUALIZATION PUMPS AND DOSING PUMPS SHALL BE PROVIDED WITH SLIDE RAILS PRODUCED BY THE PUMP
MANUFACTURERS.
7. ALL PRECAST CONCRETE TANKS SHALL BE MANUFACTURED BY SHOREY PRECAST PRODUCTS OR EQUAL AND SHALL
BE THE VOLUME AND DIMENSIONS AS INDICATED ON THE DRAWINGS.
8. BIOCLERE TRICKLING FILTER SYSTEM SHALL BE MODEL 24/30-1600 OR SUITABLE MODEL TO MEET THE PERFORMANCE
SPECIFICATION LISTED ABOVE.
9. EQUALIZATION PUMPS SHALL BE BARNES PUMP TO MEET THE PERFORMANCE REQUIREMENTS STATED ABOVE.
10.DOSING PUMPS SHALL BE GOULDS 240V PUMP TO MEET THE PERFORMANCE REQUIREMENTS STATED ABOVE.
11.MICRO-C STORAGE TOTE SHALL BE PROVIDED BY ENVIRONMENTAL OPERATING SOLUTIONS, INC. AND/OR THE
BIOCLERE SUPPLIER AND SHALL BE SCHUTZ INDUSTRIAL PACKAGING MODEL MX1000.
12.MICRO-C PUMP SHALL BE NEPTUNE PZ-61 AND SHALL BE COMPRISED OF MATERIALS THAT ARE FULLY
COMPATIBLE WITH THE MICRO-C PRODUCT THAT WILL BE PUMPED. THIS PUMP WILL BE CONTROLLED BY THE
CHEMICAL FEED PUMPS PANEL AND CONTROLS.
13.ALKALINITY FEED SYSTEM SHALL BE NEPTUNE MT-30 SYSTEM WITH CONTAINMENT TANK, CALIBRATION COLUMN,
ISOLATION VALVE, Y STRAINER, AND NEPTUNE PUMP. ALL MATERIALS AND COMPONENTS SHALL BE COMPATIBLE
WITH THE CHEMICAL BEING PUMPED.
PUMP INSPECTION AND TESTS
1.PRELIMINARY FIELD TEST
AS SOON AS CONDITIONS PERMIT, THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND INSTRUMENTS,
AND SHALL MAKE PRELIMINARY FIELD TESTS OF EQUIPMENT. IF THE PRELIMINARY FIELD TESTS DISCLOSE THAT ANY
EQUIPMENT FURNISHED UNDER THIS CONTRACT DOES NOT COMPLY WITH THE REQUIREMENTS OF THESE
DOCUMENTS, THE CONTRACTOR SHALL, PRIOR TO ACCEPTANCE OF TESTS MAKE ALL CHANGES, ADJUSTMENTS, AND
REPLACEMENTS REQUIRED.
2.FINAL FIELD TEST
UPON COMPLETION OF THE WORK AND PRIOR TO CLEARWATER TEST, ALL EQUIPMENT INSTALLED UNDER THIS
CONTRACT SHALL BE SUBJECTED TO TESTS TO VERIFY PROPER OPERATION & SYSTEM INTEGRATION. CONTRACTOR
SHALL FURNISH ALL LABOR, FUEL, LUBRICANTS, ENERGY, WATER, MATERIALS, EQUIPMENT, AND INSTRUMENTS
NECESSARY FOR ALL ACCEPTANCE TESTS. CONTRACTOR TO NOTIFY ENGINEER WITH A MINIMUM OF 5 DAYS LEAD
TIME FOR THE FINAL FIELD TEST.
3.CLEAR WATER TEST
CONTRACTOR SHALL PROVIDE 21 DAYS NOTICE TO MASSDEP AND YARMOUTH BOARD OF HEALTH PRIOR TO TESTING
THE LEACHING FACILITIES. CLEAR WATER TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNER, ENGINEER,
AND STATE AND LOCAL AUTHORITIES. CONTRACTOR IS RESPONSIBLE FOR SUPPLY OF CLEAN WATER FOR USE
DURING THE TEST. TEST SHALL BE PERFORMED PRIOR TO THE BACKFILLING OF THE LEACHING TRENCHES.
4.FAILURE OF TESTS
ANY DEFECTS IN THE EQUIPMENT, FAILURE TO MEET GUARANTEES OR REQUIREMENTS OF DESIGN SPECIFICATIONS,
SHALL BE PROMPTLY CORRECTED BY CONTRACTOR. THE CORRECTIVE ACTION SHALL CONSIST OF REPAIR AND ONE
RETEST. FAILURE OF THE RETEST SHALL REQUIRE REPLACEMENT OF THE EQUIPMENT OR OTHER MEANS AS
APPROVED BY ENGINEER.
STAMP:
BR
O
W
N
L
I
N
D
Q
U
I
S
T
F
E
N
U
C
C
I
O
&
R
A
B
E
R
AR
C
H
I
T
E
C
T
S
,
I
N
C
.
PR
O
P
O
S
E
D
LO
D
G
E
B
U
I
L
D
I
N
G
@
FL
A
X
P
O
N
D
R
E
C
R
E
A
T
I
O
N
A
R
E
A
TO
W
N
O
F
Y
A
R
M
O
U
T
H
,
M
A
ARCHITECTURAL
SITE PLAN
1" = 10'-0"
TITLE:
SP1.1
DATE ISSUED:
DRAWN BY:
REVISIONS:
PROJECT #:
DRAWING NO.:
TRS
7.26.2013
20
3
W
I
L
L
O
W
S
T
R
E
E
T
,
S
U
I
T
E
A
YA
R
M
O
U
T
H
P
O
R
T
,
M
A
0
2
6
7
5
PH
5
0
8
-
3
6
2
-
8
3
8
2
FA
X
5
0
8
-
3
6
2
-
2
8
2
8
WW
W
.
C
A
P
E
A
R
C
H
I
T
E
C
T
S
.
C
O
M