REQUEST FOR PROPOSALS- 2021 Valley Cemetery Maintenance Building Project ? Construction of Subsurfac

Agency: City of Lebanon
State: New Hampshire
Type of Government: State & Local
NAICS Category:
  • 236220 - Commercial and Institutional Building Construction
Posted Date: Mar 2, 2021
Due Date: Mar 22, 2021
Bid Source: Please Login to View Page
Contact information: Please Login to View Page
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Bid Title: REQUEST FOR PROPOSALS- 2021 Valley Cemetery Maintenance Building Project – Construction of Subsurfac
Category: Public Works
Status: Open

Description:
The City of Lebanon, New Hampshire is seeking the services of a Contractor lawfully engaged in the practice of these services in New Hampshire for construction of a subsurface system at the Valley Cemetery as part of a proposed building. Interested CONTRACTORS should respond to this request for Proposals on or before the time due for submission.

In order to be considered responsive, Proposals must be submitted to: Department of Public Works, 193 Dartmouth College Highway, Lebanon, NH 03766, Attention: James Donison, P.E., Director of Public Works.

Proposals must be received no later than March 22, 2021 at 2:00 PM to be eligible for consideration by the City. The subject line shall read: “City of Lebanon, NH 2021 Valley Cemetery Maintenance Building Project – Construction of Subsurface System”

Proposals : Due: March 22, 2021 at 2:00 P.M.
Selection: On or about: April 9, 2021
Work Schedule: Work to Be Performed: No Later Than August 15, 2021

Any questions or inquiries must be submitted via. email ( patrick.mccarthy@lebanonnh.gov For security reasons, you must enable JavaScript to view this E-mail address. ) and must be received by the Patrick McCarthy, cemetery Sexton, Department of Public Works.

***To view full request and supporting documents see Related Documents
Publication Date/Time:
3/2/2021 8:00 AM
Closing Date/Time:
3/22/2021 2:00 PM
Related Documents:

Attachment Preview

SOIL TEST PIT #2
DATE: 1/22/2021
DEPTH OF LEDGE: NONE OBS
DEPTH OF OBS WATER: NONE
PERC TEST
DATE 1/22/2021
DEPTH OF PERC TEST: 48"
ACTUAL<1 MIN/INCH, USE 2 MIN/INCH
TEST PIT DATA
0-18"
Dark brown topsoil, loose material,
color: dark brown 10YR-2/2
Medium to fine sand with very small
18"-36" stones, loose
color: Yellow 10YR 7/6
Fine gravel with small stones, loose
36"-48" color: Yellowish Brown 10YR 5/6
fine sand, loose
48"-96" color: Yellowish brown 10YR 5/6
DESIGN INTENT
1.
THE BOTTOM OF THE EFFLUENT DISPOSAL SYSTEM (EDS) SHALL BE CONSTRUCTED AT 538.0 FEET [OF] ELEVATION; AND
IS APPROXIMATELY 3 FEET BELOW ORIGINAL GROUND ON THE LOW CONTOUR 541.0 OF THE DESIGNED EFFLUENT
DISPOSAL SYSTEM (EDS).
DESIGN CRITERIA
·
DESIGN FLOW -300 GPD (COMMERCIAL FLOW)
·
PERCOLATION RATE: 2 MIN/ INCH
·
ADVANCED ENVIRO-SEPTIC PIPE REQUIRED: 150'
·
ADVANCED ENVIRO-SEPTIC PIPE PROVIDED: 160'
·
INSTALL 8 LINES OF ENVIRO-SEPTIC PIPE 20' LONG
·
SEPTIC TANK VOLUME REQUIRED:1500 GALLONS
·
SEPTIC TANK VOLUME PROVIDED: 1500 GALLONS
GENERAL NOTES
1.
THE PLAN VIEW OF THIS DESIGN IS BASED ON A COMBINATION OF FIELD TOPOGRAPHIC SURVEY BY A TRIMBLE R2 GPS AND
AERIAL TOPOGRAPHY PERFORMED BY THE CITY OF LEBANON ENGINEERING DEPARTMENT. ALL BOUNDARIES SHOWN
HEREON ARE APPROXIMATE AND NOT THE RESULT OF AN ACTUAL BOUNDARY SURVEY.
2.
ANY WETLAND BOUNDARIES IF SHOWN HEREON WERE DELINEATED IN ACCORDANCE WITH ENV-WQ 1014.03, "ON THE BASIS
OF HYDROPHYTIC VEGETATION, HYDRIC SOILS AND WETLANDS HYDROLOGY IN ACCORDANCE THE TECHNIQUES OUTLINED
IN THE "CORPS OF ENGINEERS WETLAND DELINEATION MANUAL TECHNICAL REPORT Y-87-1", JANUARY 1987. THE HYDRIC
SOIL COMPONENT SHALL BE DETERMINED BY USING THE "FIELD INDICATORS FOR IDENTIFYING HYDRIC SOILS IN NEW
ENGLAND, VERSION 3", APRIL 2004".
3.
THERE IS NO KNOWN BURIAL SITE OR CEMETERY ON THE LOT WITHIN 100 FEET OF ANY COMPONENT OF THE SYSTEM
CONSTRUCTION NOTES
1.
THIS DESIGN SHALL BE CONSTRUCTED UNDER THE DIRECT SUPERVISION OF A NEW HAMPSHIRE PERMITTED INSTALLER.
THE INSTALLER SHALL INSTALL THIS SYSTEM IN STRICT ACCORDANCE WITH THESE PLANS AND MOST RECENTLY ADOPTED
DESIGN RULES AS ADOPTED BY THE NEW HAMPSHIRE DEPARTMENT OF ENVIRONMENTAL SERVICES (CHAPTER Env-Wq
1000), AND THE MOST RECENTLY ADOPTED ENVIRO-SEPTIC DESIGN AND INSTALLATION MANUAL.
2.
ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE COORDINATED WITH THE
DESIGNER PRIOR TO CONSTRUCTING THE SYSTEM. THE INSTALLER SHALL BE RESPONSIBLE FOR INSURING THAT THIS
SYSTEM MEETS ALL LOCAL STATE AND FEDERAL REGULATIONS AS CONSTRUCTED.
3.
THIS SYSTEM SHALL NOT RECEIVE ANY FLOW FROM WATER TREATMENT DEVICES OF ANY KIND. UNDER NO
CIRCUMSTANCES SHALL ANY GARBAGE GRINDERS BE INSTALLED IN THE FACILITIES UTILIZING THIS SYSTEM.
4.
IT IS RECOMMENDED THAT A WATER METER BE INSTALLED IN THE WATER SERVICE TO THE FACILITY UTILIZING THE ISDS
AND THAT THE OWNER/OPERATOR MONITOR DAILY WATER USE SO AS NOT TO EXCEED DESIGN FLOW.
5.
THE SEPTIC TANK IS TO MEET Env-Wq 1010 SPECIFICATIONS. ACCESS SHALL BE PROVIDED TO EACH COMPARTMENT BY
MEANS OF EITHER A REMOVABLE COVER OR A 36" MANHOLE AT A DEPTH OF NO MORE THAN 6" BELOW FINISH GRADE.
6.
SEAL ALL PIPES LEADING TO AND EXITING FROM THE SEPTIC TANK AND D-BOX WITH EITHER NON-SHRINK MORTAR OR THICK
PLASTIC CEMENT.
7.
ALL PIPES OUTSIDE LEACHING BED ARE TO BE FOUR INCH DIAMETER SOLID PLASTIC PIPE. IF PIPES ARE SUBJECT TO
WHEEL LOADS SCHEDULE 40 PVC PIPE SHALL BE USED.
8.
THE SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE AS SUPPLIED BY CAPITAL CONCRETE PRODUCTS OF HENNIKER, NEW
HAMPSHIRE OR AN APPROVED EQUAL. A SEPTIC TANK WHICH DOES NOT CONFORM TO Env-Wq 1010 REQUIREMENTS
EFFECTIVE 4-16-2011 MAY BE USED IN ACCORDANCE WITH Env-Wq 1010.15. * ISDS OPERATING REQUIREMENTS *
9.
EFFLUENT DISPOSAL LINES ARE TO BE LAID LEVEL IN ACCORDANCE WITH THE ELEVATIONS SHOWN.
532
ISDS OPERATING REQUIREMENTS
1.
THE SEPTIC TANK(S) SHALL BE INSPECTED FOR ACCUMULATION OF SLUDGE AND SURFACE SCUM AT A FREQUENCY
SUFFICIENT TO ALLOW THE TANK TO BE PUMPED BY A LICENSED SEPTAGE HAULER WHEN THE COMBINED THICKNESS OF
THE SLUDGE AND SURFACE SCUM EQUAL 1/3 OR MORE OF THE TANK DEPTH. SEPTAGE AND EFFLUENT SHALL BE
DISCHARGED FROM A SEPTIC TANK ONLY TO AN APPROVED OR GRANDFATHERED EFFLUENT DISPOSAL AREA OR TO A
LICENSED SEPTAGE HAULING VEHICLE.
2.
TO PREVENT OBSTRUCTION OF THE DISTRIBUTION LINES AND LEACH LINES, GREASE AND BULKY WASTES SHALL NOT BE
FLUSHED OR OTHERWISE INTRODUCED INTO THE SEPTIC SYSTEM (ISDS).
3.
TOXIC AND HAZARDOUS MATERIALS SHALL NOT BE FLUSHED OR OTHERWISE INTRODUCED INTO THE ISDS.
4.
TO PREVENT DAMAGE TO THE DISTRIBUTION LINES AND EFFLUENT DISPOSAL AREA, VEHICLES, LIVESTOCK AND OTHER
HEAVY OBJECTS SHALL NOT BE ALLOWED ON THE EFFLUENT DISPOSAL AREA.
5.
IF WET AREAS APPEAR ON THE GROUND SURFACE ABOVE THE SEPTIC TANK, DISTRIBUTION LINES, OR EFFLUENT DISPOSAL
AREA, OR IF DISAGREEABLE ODORS OCCUR, THE OWNER OF THE ISDS SHALL INSPECT THE SYSTEM OR HAVE THE SYSTEM
INSPECTED BY A PERMITTED DESIGNER OR PERMITTED INSTALLER TO DETERMINE THE SOURCE OF THE PROBLEM. ACTION
SHALL BE TAKEN TO CORRECT THE PROBLEM.
6.
THIS ISDS HAS BEEN DESIGNED BASED ON AN ASSUMPTION OF A CERTAIN DESIGN FLOW AND SEWERAGE TYPE. IT IS THE
RESPONSIBILITY OF THE ISDS OWNER/OPERATOR TO UNDERSTAND AND ADHERE TO THESE DESIGN CRITERIA. DAILY FLOWS
SHOULD NOT EXCEED THE DESIGN. HAZARDOUS MATERIALS SHOULD NOT BE INTRODUCED INTO THE ISDS. IT IS
RECOMMENDED THAT THE OWNER/OPERATOR MONITOR DAILY FLOWS TO PREVENT EXCEEDING THE DESIGN.
TO WEST LEBANON
MASCOMA STREET
I-89
TO ENFIELD
FREEMAN AVE
PROPOSED LEACHFIELD LOCATION
ORA AVE
LOCUS MAP
N.T.S.
FFE: 547.4
17.5' S.B.
TEST PIT #1
541
FENCE POST
CLEANOUT, TYP.
APPROXIMATE BOUNDARY LINE
TEMP BENCH MARK 1: NAIL IN TREE
TEST PIT #2
TEMP BENCH MARK 1:
540
NAIL IN TREE 545.3
LEGEND
DRAWN BY: ESB
CHECKED BY: JJD
SCALE: 1"=20'
DATE: 2/8/2021
530
520
GRAPHIC SCALE
(IN FEET)
SITE LOCATION: 258 MASCOMA STREET, LEBANON NEW HAMPSHIRE
TAX MAP: 89 LOT: 1
LOT SIZE: 6.43 ACRES
DEED RECORDED VOL: 623
PAGE: 498 COUNTY OF GRAFTON
OWNER OF RECORD: CITY OF LEBANON
51 NORTH PARK STREET
LEBANON, NH 03766
SHEET
# 1 OF 1

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