ENVIRONMENTAL ENGINEERING FOR FACILITY CONSTRUCTION - UNIFIED FACILITIES CRITERIA (UFC)
←
→
Page content transcription
If your browser does not render page correctly, please read the page content below
UFC 3-800-10N
FINAL DRAFT JULY 2006
UNIFIED FACILITIES CRITERIA (UFC)
FINAL DRAFT
ENVIRONMENTAL ENGINEERING
FOR FACILITY CONSTRUCTION
APPROVED FOR PUBLIC RELEASE: DISTRIBUTION UNLIMITEDUFC 3-800-10N
FINAL DRAFT JULY 2006
UNIFIED FACILITIES CRITERIA (UFC)
FINAL DRAFT ENVIRONMENTAL ENGINEERING FOR FACILITY CONSTRUCTION
Any copyrighted material included in this UFC is identified at the point of use. Use of the
copyrighted material apart from this UFC must have the permission of the copyright
holder.
NAVAL FACILITIES ENGINEERING COMMAND (Preparing Activity)
U.S. ARMY CORPS OF ENGINEERS
AIR FORCE CIVIL ENGINEER SUPPORT AGENCY
Record of Changes (changes are indicated by \1\…/1/)
Change No. Date: LocationUFC 3-800-10N
FINAL DRAFT JULY 2006
FOREWORD
The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides
planning, design, construction, sustainment, restoration, and modernization criteria, and applies
to the Military Departments, the Defense Agencies, and the Department of Defense (DoD) Field
Activities in accordance with USD (AT&L) Memorandum dated 29 May 2002. UFC will be
used for all DoD projects and work for other customers where appropriate. All construction
outside of the United States is also governed by Status of Forces Agreements (SOFA), Host
Nation Funded Construction Agreements (HNFA), and in some instances, Bilateral
Infrastructure Agreements (BIA.) Therefore, the acquisition team must ensure compliance with
the more stringent of the UFC, the SOFA, the HNFA, and the BIA, as applicable.
UFC are living documents and will be periodically reviewed, updated, and made available to
users as part of the Services’ responsibility for providing technical criteria for military
construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities
Engineering Command (NAVFAC), and Air Force Civil Engineer Support Agency (AFCESA) are
responsible for administration of the UFC system. Defense agencies should contact the
preparing service for document interpretation and improvements. Technical content of UFC is
the responsibility of the cognizant DoD working group. Recommended changes with supporting
rationale should be sent to the respective service proponent office by the following electronic
form: Criteria Change Request (CCR). The form is also accessible from the Internet sites
listed below.
UFC are effective upon issuance and are distributed only in electronic media from the following
source:
• Whole Building Design Guide web site http://dod.wbdg.org/.
Hard copies of UFC printed from electronic media should be checked against the current
electronic version prior to use to ensure that they are current.
AUTHORIZED BY:
______________________________________ ______________________________________
DONALD L. BASHAM, P.E. DR. JAMES W WRIGHT, P.E.
Chief, Engineering and Construction Chief Engineer
U.S. Army Corps of Engineers Naval Facilities Engineering Command
______________________________________ ______________________________________
KATHLEEN I. FERGUSON, P.E. Dr. GET W. MOY, P.E.
The Deputy Civil Engineer Director, Installations Requirements and
DCS/Installations & Logistics Management
Department of the Air Force Office of the Deputy Under Secretary of Defense
(Installations and Environment)UFC 3-800-10N
FINAL DRAFT JULY 2006
UNIFIED FACILITIES CRITERIA (UFC)
NEW DOCUMENT SUMMARY SHEET
Document: UFC 3-800-10N, Environmental Engineering for Facility Construction
Superseding: None
Description: This UFC 3-800-10N provides environmental engineering design and
analysis criteria for design-build and design-bid-build projects.
Reasons for Document:
• Provide technical requirements for environmental testing and design
criteria.
• Establish design analysis requirements, including environmental reports,
in support of design activities.
• Define minimum requirements for design drawings in terms of drawing
types and content.
Impact: There are negligible cost impacts associated with this UFC. However, the
following benefits should be realized.
• Standardized guidance has been prepared to assist environmental
engineers in the development of the plans, specifications, reports, and
Design/Build Request for Proposals (RFP).
• This guidance has been prepared along with updates to the associated
Performance Technical Specifications and Engineering Systems
Requirements documents. The three types of documents have been
aligned to allow improved consistency in the preparation of project
requirements.UFC 3-800-10N
FINAL DRAFT JULY 2006
TABLE OF CONTENTS
Page
CHAPTER 1 INTRODUCTION........................................................................................ 1
1-1 PURPOSE AND SCOPE. ................................................................................. 1
1-2 APPLICABILITY............................................................................................... 1
1-3 REFERENCES. ................................................................................................ 1
1-4 COMMUNICATIONS. ....................................................................................... 1
1-5 ADDITIONAL REQUIREMENTS ...................................................................... 1
1-6 DESIGN STANDARDS..................................................................................... 2
1-7 PERMITS – CONSTRUCTION, ENVIRONMENTAL AND OTHER.................. 2
CHAPTER 2 Requirements............................................................................................ 3
2-1 ASBESTOS-CONTAINING MATERIALS......................................................... 3
2-1.1 Background Information - Asbestos. ..................................................... 3
2-1.2 Conducting Field Investigations, Surveys and Sampling - Asbestos . 3
2-1.3 Laboratory - Asbestos............................................................................. 3
2-2 LEAD BASED PAINT ....................................................................................... 4
2-2.1 Background Information - Lead Based Paint ........................................ 4
2-2.2 Conducting Field Investigations, Surveys and Sampling – Lead
Based Paint .............................................................................................. 4
2-2.3 Laboratory – Lead Based Paint .............................................................. 4
2-3 PAINT – LEAD, CADMIUM, CHROMIUM, ETC. .............................................. 5
2-3.1 Background Information - Paint ............................................................. 5
2-3.2 Conducting Field Investigations, Surveys and Sampling – Paint ....... 5
2-3.3 Laboratory - Paint .................................................................................... 5
2-4 RADON............................................................................................................. 6
2-4.1 Background Information - Radon ........................................................... 6
2-4.2 Conducting Field Investigations, Surveys and Sampling - Radon ...... 6
2-5 PCB’s ............................................................................................................... 6
2-5.1 Background Information - PCBs ............................................................ 6
2-5.2 Conducting Field Investigations, Surveys and Sampling - PCBs....... 6
2-6 MERCURY AND RADIOACTIVE COMPONENTS........................................... 7
2-6.1 Background Information - Mercury and Radioactive Components ..... 7
2-6.2 Conducting Field Investigations, Surveys and Sampling - Mercury
and Radioactive Components ................................................................ 7
2-7 ANIMAL DROPPINGS ..................................................................................... 7
2-7.1 Background Information – Animal Droppings ...................................... 7
2-7.2 Conducting Field Investigations, Surveys and Sampling – Animal
Droppings................................................................................................. 8
2-8 MOLDS AND SPORES .................................................................................... 8
2-8.1 Background Information – Molds and Spores ...................................... 8
iUFC 3-800-10N
FINAL DRAFT JULY 2006
2-8.2 Conducting Field Investigations, Surveys and Sampling – Molds and
Spores....................................................................................................... 8
2-8.3 Laboratory – Molds and Spores ............................................................. 9
2-9 TANK REMOVAL ............................................................................................. 9
2-9.1 Background Information – Tank Removal ............................................. 9
2-9.2 Conducting Field Investigations, Surveys and Sampling – Tank
Removal.................................................................................................... 9
2-9.3 Laboratory – Tank Removal.................................................................... 9
2-10 CONTAMINATED SOIL AND/OR GROUNDWATER ................................... 9
2-10.1 Background Information – Contaminated Soil and/or Groundwater. 10
2-10.2 Conducting Field Investigations, Surveys and Sampling –
Contaminated Soil and/or Groundwater .............................................. 10
2-10.3 Laboratory – Contaminated Soil and/or Groundwater........................ 10
2-11 PESTICIDE LATENT SOIL ......................................................................... 10
2-11.1 Background Information – Pesticide Latent Soils .............................. 10
2-12 WASTE CHARACTERIZATION ................................................................. 11
2-12.1 Background Information – Waste Characterization............................ 11
2-12.2 Conducting Field Investigations, Surveys and Sampling – Waste
Characterization..................................................................................... 11
2-12.3 Laboratory – Waste Characterization................................................... 11
2-13 OTHER ENVIRONMENTAL REQUIREMENTS.......................................... 12
CHAPTER 3 DESIGN SUBMITTAL REQUIREMENTS................................................. 13
3-1 INTRODUCTION ............................................................................................ 13
3-2 BASIS OF DESIGN ........................................................................................ 13
3-2.1 Design-Bid-Build (Basis of Design)...................................................... 13
3-2.2 Design-Build (Basis of Design) ............................................................ 13
3-3 PRE-DESIGN FIELD INVESTIGATION ......................................................... 13
3-3.1 Reports ................................................................................................... 14
3-4 COST ESTIMATES ........................................................................................ 16
3-5 SPECIFICATIONS AND CONTRACT DRAWINGS ....................................... 16
3-5.1 Specifications and Drawings (Asbestos)............................................. 16
3-5.2 Specifications and Drawings (Lead Based Paint) ............................... 17
3-5.3 Specifications and Drawings (Paint) .................................................... 19
3-5.4 Specifications (Radon) .......................................................................... 20
3-5.5 Specifications and Drawings (PCBs) ................................................... 20
3-5.6 Specifications and Drawings (Mercury and Radioactive Components)
................................................................................................................. 21
3-5.7 Specifications and Drawings (Animal Droppings) .............................. 22
3-5.8 Specifications and Drawings (Molds and Spores) .............................. 22
3-5.9 Specifications and Drawings (Tank Removal) .................................... 23
3-5.10 Specifications and Drawings (Contaminated Soil and/or
Groundwater) ......................................................................................... 24
3-5.11 Specifications (Waste) .......................................................................... 25
iiUFC 3-800-10N
FINAL DRAFT JULY 2006
APPENDIX A REFERENCES ...................................................................................... 26
APPENDIX B BEST PRACTICES ................................................................................ 31
B-1 PRE-DESIGN.................................................................................................. 31
B-2 Other Environmental Requirements............................................................ 31
APPENDIX C INDUSTRY STANDARDS ..................................................................... 32
APPENDIX D VARIOUS STATE AND REGIONAL REQUIREMENTS ........................ 34
APPENDIX E ABBREVIATIONS .................................................................................. 35
iiiUFC 3-800-10N
FINAL DRAFT JULY 2006
CHAPTER 1 INTRODUCTION
1-1 PURPOSE AND SCOPE.
The purpose of this document is to provide technical guidance and outline technical
requirements for the more typical aspects of the environmental engineering portion of
Architect/Engineer (A/E) contracts for the Naval Facilities Engineering Command
(NAVFAC). The information provided in this guide shall be utilized by environmental
designers in the development of the plans, specifications, calculations, and Design/Build
Request for Proposals (RFP) and shall serve as the minimum environmental design
requirements. Project conditions may dictate the need for design that exceeds these
minimum requirements.
1-2 APPLICABILITY.
This document applies to all Navy Engineering Field Divisions and Activities and their
contractors that are preparing construction contract documents and specifications for all
projects on military installations under the Naval Facilities Engineering Command. It is
applicable to the traditional environmental services customary for Design-Bid-Build
construction contracts and for Design-Build construction contracts.
1-3 REFERENCES.
Appendix A contains the list of references used in this document. Furthermore, this
document references UFC 1-200-01, General Building Requirements, except as
modified herein. This document contains requirements for facilities and services for the
Navy only.
1-4 COMMUNICATIONS.
Direct communication with the government’s project manager and environmental
reviewer is encouraged. This may avoid unnecessary re-submittal of plans and
specifications due to a misunderstood comment. The reviewer’s name, phone number
and email address can be found on the comment sheets.
1-5 ADDITIONAL REQUIREMENTS
When performing work for different Activities, regional requirements may differ from
those included herein. Refer to Appendix D for regional requirements that take
precedent over the guidance included herein.
1UFC 3-800-10N
FINAL DRAFT JULY 2006
1-6 DESIGN STANDARDS
The environmental designer must satisfy each of the following for each project:
a. Fully indicate the Scope of Work in the contract documents
b. Comply with all applicable codes, regulations and laws
c. Coordinate work with other disciplines (architectural, civil, structural,
mechanical, electrical, etc.)
d. Compliance with applicable environmental requirements, protection of
natural resources, and minimization of potential environmental impacts by
using pollution prevention during its construction and operation.
1-7 PERMITS – CONSTRUCTION, ENVIRONMENTAL AND OTHER
Identify the permits necessary for environmental, construction and operation of facilities.
Identify fees associated with each permit. Refer to UFC 3-200-10N, Civil Engineering.
2UFC 3-800-10N
FINAL DRAFT JULY 2006
CHAPTER 2 REQUIREMENTS
Comply with all safety and environmental regulations during field investigations, surveys
and sampling. Take precautions to protect human health and the environment as
required by federal, state and local regulations and DoD policy. For Design-Build
projects, the Request For Proposal (RFP) editor shall ensure that the RFP includes
information and survey data sufficient to identify and quantify the following
contaminates.
2-1 ASBESTOS-CONTAINING MATERIALS
These requirements apply to sites and projects where any existing building(s) or
structure(s) will be demolished or renovated as part of the scope of work. These
requirements do not apply to new construction where no existing buildings or structures
are present. Specification preparation is required by federal regulations for projects that
involve the removal of more than 260 linear feet, 160 square feet or 35 cubic feet of
asbestos-containing materials (ACM).
2-1.1 Background Information - Asbestos.
ACM are commonly found in older building materials and related products. Federal
regulations require a facility asbestos survey prior to any renovation, alteration and
repair or demolition project that will disturb building materials. Asbestos-containing
products are still available today and are often used in the form of tars, sealants, caulks,
coatings, etc.
2-1.2 Conducting Field Investigations, Surveys and Sampling - Asbestos
Ensure a thorough project specific survey, sampling and evaluation is performed in
accordance with Environmental Protection Agency (EPA) regulations and include all
suspect friable and non friable materials. Data from previous asbestos surveys may be
available from on-site personnel. Earlier surveys may not have included all suspect
ACM that will be impacted by the project. This may include roofing materials, crawl
space soils, and confined utility chases. Ensure that personnel who are currently EPA-
accredited asbestos inspectors perform sampling of ACM.
2-1.3 Laboratory - Asbestos
Laboratories performing analysis for asbestos in bulk materials must be fully equipped
and proficient in conducting Polarized Light Microscopy (PLM) analyses of suspect ACM
bulk samples in accordance with 40 CFR 763 and accredited by the National Institute of
Standards and Technology/National Voluntary Laboratory Accreditation Program
(NIST/NVLAP) and must be a successful participant and maintain proficiency in the
NIST/NVLAP sponsored quality assurance program for asbestos identification.
3UFC 3-800-10N
FINAL DRAFT JULY 2006
2-2 LEAD BASED PAINT
These requirements apply to projects involving the renovation of any child-occupied
facility; family housing, daycares, etc. A child-occupied facility is defined by a building,
or portion of a building, constructed prior to 1978, visited regularly by the same child, 6
years of age or younger, on at least two different days within any week (Sunday through
Saturday period), provided that each day’s visit lasts at least 3 hours and the combined
weekly visit lasts at least 6 hours, and the combined annual visits last at least 60 hours.
Child-occupied facilities may include, but are not limited to, daycare centers,
preschools, kindergarten classrooms, etc.
2-2.1 Background Information - Lead Based Paint
When dealing with child-occupied facilities lead based paint is defined by EPA and the
Department of Housing and Urban Development (HUD) as any paint, varnish, shellac,
or other coating that contains lead equal to or greater than 1.0 mg/cm2 as measured by
x-ray fluorescence (XRF) analyzer or laboratory analysis, or 0.5% by weight as
measured by laboratory analysis. This is not the Occupational Safety and Health
Administration (OSHA) definition of lead containing paint. Federal regulations require
specific requirements for any work being performed in a child-occupied facility under
EPA Title X, The Residential Lead Based Paint Hazard Reduction Act. Title X is not
limited to residential units as it applies to child-occupied facilities. All phases of work
relating to lead based paint must be performed in accordance with EPA Title X.
2-2.2 Conducting Field Investigations, Surveys and Sampling – Lead
Based Paint
Evaluate all surfaces impacted by the project for lead including but not limited to painted
surfaces (interior and exterior), dust and soil. Perform all sampling and testing in
accordance with EPA Title X. Sampling and testing shall include XRF, bulk, wipe,
water and soil sampling as required by EPA Title X. EPA accredited Lead Risk
Assessors must perform the sampling and field work.
2-2.3 Laboratory – Lead Based Paint
Laboratories must meet all the requirements of EPA Title X and laboratories performing
analysis for lead paint chip, air, water, soil or wipe samples must be fully accredited by
the EPA National Lead Laboratory Accreditation Program (NLLAP) and rated proficient
in the NIOSH/EPA Environmental Lead Proficiency in Analytical Testing Program
(ELPAT). Currently, the American Association for Laboratory Accreditation (A2LA) and
the American Industrial Hygiene Association (AIHA) are the EPA recognized laboratory
accreditors.
4UFC 3-800-10N
FINAL DRAFT JULY 2006
2-3 PAINT – LEAD, CADMIUM, CHROMIUM, ETC.
2-3.1 Background Information - Paint
Many paints contain lead, cadmium and chromium. These are commonly found in older
buildings, fuel piping, steel structures and on every type of surface that can be painted
or coated. Paints containing cadmium and chromium are often found as protective
coatings on structural steel, tanks, piping, metal building components or exterior
coatings on metal surfaces. These paints tend to be red, yellow or orange and are
typically the first layer. Paint is identified as containing lead, cadmium or chromium for
construction projects if any levels are present as determined by a valid detection limit.
When renovation/demolition occurs there are hazards associated with the generation of
dust, debris and fumes. The OSHA Lead in Construction Standard outlines work
activities which can create an unsafe condition with regards to worker protection, these
include (but are not limited to): manual demolition, scraping, heat-gun applications,
power tooling with dust collection, spray paint with lead-based paints, lead burning,
using lead-containing mortar, power tooling without dust collection, rivet busting,
cleanup activities with dry abrasives, movement/removal of enclosures, abrasive
blasting, welding, cutting and burning on steel structures. For any work being performed
in child occupied facilities, see 2-2 Lead Based Paint.
2-3.2 Conducting Field Investigations, Surveys and Sampling – Paint
The sampling plan must be carefully tailored to correctly identify all areas or surfaces
with paint that will be impacted by the project. If an X-ray Fluorescence (XRF)
instrument is used for screening, classify the results as positive, inconclusive or
negative according to the EPA Performance Characteristics Sheet for the instrument.
Inconclusive results are to be treated as positive. Negative XRF readings require paint
chip sampling and analysis. Collect and analyze 5% of the inconclusive XRF readings
for verification. Paint is identified as a potential hazard for construction projects if any
levels are present as determined by a valid detection limit (usually 0.01%). Collect paint
chip, soil and wipe samples as necessary to identify potential hazards (lead, cadmium,
chromium, etc.) for the project. Use applicable current ASTM, EPA or HUD guidelines
for paint chip, soil and wipe sample criteria. Anticipated waste materials must be
evaluated as part of the field investigation and sampling, see 2-12 Waste
Characterization for requirements.
2-3.3 Laboratory - Paint
Laboratories performing analysis for paint chip, air, soil or wipe samples must be fully
accredited by the EPA National Lead Laboratory Accreditation Program (NLLAP) and
rated proficient in the NIOSH/EPA Environmental Lead Proficiency Analytical Testing
Program (ELPAT). Currently, the American Association for Laboratory Accreditation
(A2LA) and the American Industrial Hygiene Association (AIHA) are the EPA
recognized laboratory accreditors.
5UFC 3-800-10N
FINAL DRAFT JULY 2006
2-4 RADON
2-4.1 Background Information - Radon
Radon is a colorless, odorless, tasteless gas that is a bi-product of naturally decaying
uranium. The amount of uranium beneath the earth’s surface varies greatly with
geographic location and soil type. As the uranium decays below the building surface it
creates a radon gas which can penetrate through cracks and openings in the buildings
foundation or basement. Buildings with a tight shell increase the chances for radon
being trapped in the structure. Exposure to radon can cause lung cancer.
2-4.2 Conducting Field Investigations, Surveys and Sampling - Radon
Typically radon is considered a building maintenance issue. In order to determine if
radon is present short term testing detectors or long term alpha tracking detectors can
be used. The short term test is typically 90 days and the long term test can be up to
one year. Due to the required time for testing this is typically done as building
maintenance. Obtain all radon test information from on-site personnel.
2-5 PCB’S
2-5.1 Background Information - PCBs
Polychlorinated Biphenyl’s are commonly referred to as PCB’s, PCBs or PCB. PCBs
are a group of toxic substances with chlorinated compounds that are either oily liquids
or solids. PCB’s are typically colorless or light yellow. Some common PCB
manufacturer’s product trade names are as follows: Apirolio, Aroclor, Asbestol, Bakola
131, Chlorextol, Clophen, Inerteen, Kanechlor, No-Flamol, Pyralene, Pyranol, Saf-T-
Kuhl and Sovol. PCBs were used for years in electrical equipment as coolants and
lubricants because they are good insulators that tend not to burn. The EPA banned the
manufacturing of PCBs in 1977 and regulated PCBs as a toxic substance under the
Toxic Substance Control Act (TSCA). Products manufactured prior to 1977 which may
contain PCBs are as follows: light ballasts, transformers, capacitors, heat transfer fluids,
lubricants, hydraulic fluids, compressor oil, paints, plastics, and asphalt roofing
materials.
2-5.2 Conducting Field Investigations, Surveys and Sampling - PCBs
The inspector should obtain a current environmental survey from on-site personnel that
will indicate the status of PCBs in the building to be renovated or demolished. If this is
not provided the inspector should be familiar with the various uses of PCBs. Based on
age of the facility and the extent of the project determine potential PCB sources. During
the field survey, the inspector must examine the potential PCB sources for labeling and
manufacturers information. If there is no label that states “non-PCB” contact the
6UFC 3-800-10N
FINAL DRAFT JULY 2006
manufacturer for more information or the source must be assumed to be PCB
containing.
2-6 MERCURY AND RADIOACTIVE COMPONENTS
2-6.1 Background Information - Mercury and Radioactive Components
Older fluorescent light tubes contain mercury vapor. Currently most High Intensity
Discharge (HID) and fluorescent lighting lamps contain mercury that requires disposal
and/or ultimate disposition as a universal waste. However, some locations require
handling the material as a fully regulated hazardous waste. As of 1999, lighting
companies began producing "low-level" mercury lighting lamps that, when tested, do not
constitute a universal waste for disposal and/or ultimate disposition purposes. Other
components that may contain mercury or low level radioactive material include:
thermostats, switches, smoke detectors and exit signs. Based on age of the facility and
the extent of the project determine potential sources. During the field survey, the
inspector must examine the potential sources for labeling. If there is no label that states
the contents of the source it will be assumed to be mercury and/or low level radioactive
containing.
2-6.2 Conducting Field Investigations, Surveys and Sampling - Mercury
and Radioactive Components
The inspector should obtain a current environmental survey from on-site personnel that
will indicate the status of mercury and radioactive components in the building to be
renovated or demolished. If this is not provided the inspector should be familiar with
the various building components which contain mercury and/or low level radioactive
material. Based on age of the facility and the extent of the project determine potential
sources. During the field survey, the inspector must examine the potential sources for
labeling. If there is no label that states the contents of the source contact the
manufacturer for more information or the appropriate assumptions shall be made
regarding mercury and/or low level radioactive content.
2-7 ANIMAL DROPPINGS
2-7.1 Background Information – Animal Droppings
Histoplasmosis is an infectious disease caused by inhaling the spores of a fungus called
Histoplasma capulatum. The fungus is most associated with bird manure or bat
droppings. The organism can be carried on the wings, feet and beaks of birds and
infected soil under roosting sites or manure accumulations inside or outside buildings.
Birds associated with the fungus include pigeons, chickens, turkeys, starlings, grackles,
red-winged black birds and cowbirds. The fungus also grows in soils with a high
nitrogen content, especially those enriched with bird manure or bat droppings. Areas
7UFC 3-800-10N
FINAL DRAFT JULY 2006
with an increased number of infections are located in central and eastern states, along
the valleys of the Ohio, Mississippi and St. Lawrence Rivers and the Rio Grande.
2-7.2 Conducting Field Investigations, Surveys and Sampling – Animal
Droppings
Testing for Histoplasma capulatum is expensive and time consuming. Therefore, it is
safest to assume soils with bat droppings or bird manure are contaminated and treat as
such. Buildings or other areas where droppings are present should be assumed to
contain Histoplasma capulatum spores and treated as such.
2-8 MOLDS AND SPORES
2-8.1 Background Information – Molds and Spores
Thousands of different types or species of fungi or "molds" are normally present in the
environment, and many can grow within a building and cause occupants and workers
discomfort or harm. Some fungi are toxic (i.e. they secrete mycotoxins which are
harmful if inhaled or ingested), and many can cause allergic reactions of various types
in susceptible people. Internal infections can also be caused by fungi, but are rare in
people with normal immune systems. Fungi are commonly found in buildings which
have flooding or long term water damage from broken pipes, roof leaks, sewage back
ups, poor drainage, condensation, etc. Because leaks can occur inside walls, in crawl
spaces, in ventilation systems, or in enclosed ceiling areas they may not be visible to
the occupants.
2-8.2 Conducting Field Investigations, Surveys and Sampling – Molds and
Spores
Typically mold and indoor air are considered a building maintenance issue. However,
during field investigations for hazardous constituents, areas with chronic moisture may
be found, and should be recognized as potentially containing harmful molds.
Renovations which include areas of buildings which are unoccupied often encounter
significant water damage and fungal growth, which could pose a hazard to the
construction workers, the design team, and to occupants of other parts of the building.
The inspector should be familiar with signs of potential mold problems, including stains
or discoloration of walls, ceilings or carpets, swelling or sagging of building components,
standing or dripping water, rot (wet or dry), and musty odors. It may be useful for the
inspector to collect bulk or wipe samples of suspected mold contamination in some
circumstances, but samples must be collected with sterile materials and containers, and
rapidly shipped to a laboratory with special expertise in mold analysis. Prior
coordination with the lab is strongly recommended.
8UFC 3-800-10N
FINAL DRAFT JULY 2006
2-8.3 Laboratory – Molds and Spores
Laboratories performing analyses for fungi (molds) or bacteria must be fully accredited
by the Environmental Microbiology Proficiency in Analytical Testing (EMPAT) program
of the American Industrial Hygiene Association (AIHA).
2-9 TANK REMOVAL
These requirements apply to sites and projects where above ground storage tanks
(ASTs) or under ground storage tanks (USTs) are known to exist. When sites are
known to have ASTs or USTs, disclosure is required.
2-9.1 Background Information – Tank Removal
The majority of ASTs or USTs contain petroleum products or other hazardous
substances. Until the mid-1980s most USTs (underground storage tanks) were made of
bare steel which could corrode over time and allow the tanks contents to leak into the
soils and groundwater causing harm to the environment and human health. Similar
conditions are associated with ASTS as well. Site(s) with known tanks must be
evaluated so appropriate precautions can be taken to protect workers and the
environment prior to excavation.
2-9.2 Conducting Field Investigations, Surveys and Sampling – Tank
Removal
Where the construction site contains known tank(s), a site inspection must be
performed. Prior to performing field investigations and sampling, obtain all available
information regarding ASTs and USTs from on-site personnel. The inspector must
complete all testing necessary to accurately convey existing site conditions as they
pertain to tanks and all associated pipelines, see information required in 3-3.1.9 Tank
Report.
2-9.3 Laboratory – Tank Removal
Laboratories performing analysis for potentially contaminated soils, free product or
sludge must be fully equipped and proficient in conducting analysis in accordance with
EPA SW-846, EPA 540/R 94-012, EPA 540/R 94-013 and National Environmental
Laboratory Accreditation Conference (NELAC) certified.
2-10 CONTAMINATED SOIL AND/OR GROUNDWATER
These requirements apply to sites and projects where contaminated soil and/or
groundwater is known to exist. When sites are known to have contaminated soil and/or
groundwater, disclosure is required.
9UFC 3-800-10N
FINAL DRAFT JULY 2006
2-10.1 Background Information – Contaminated Soil and/or Groundwater
There are instances where construction will occur on sites that are known to have
contaminated soil and/or groundwater. The surrounding area could also be classified as
a “past hazardous waste site” or “Installation Restoration (IR)” site. Site(s) with known
contamination must be evaluated so appropriate precautions can be taken to protect
workers and the environment prior to excavation.
2-10.2 Conducting Field Investigations, Surveys and Sampling –
Contaminated Soil and/or Groundwater
When the construction site is known to contain contaminated soil and/or groundwater, a
site inspection must be performed. Prior to field investigation and sampling, obtain all
available information regarding contaminated soil and/or groundwater from on-site
personnel. The inspector must complete all testing necessary to accurately convey
existing site conditions as they pertain to the contamination, see information required in
3-3.1.10 Contaminated Soil and/or Groundwater Report.
2-10.3 Laboratory – Contaminated Soil and/or Groundwater
Laboratories performing analysis for potentially contaminated soils and/or groundwater
must be fully equipped and proficient in conducting analysis in accordance with EPA
SW-846, EPA 540/R 94-012, EPA 540/R 94-013 and NELAC certified.
2-11 PESTICIDE LATENT SOIL
These requirements apply to sites and projects where pesticide latent soils are known to
exist. When sites are known to have pesticide latent soils, disclosure is required.
2-11.1 Background Information – Pesticide Latent Soils
There are instances where construction will occur on sites that are known to have
pesticide latent soils. These soils are typically found under or around; buildings, fences,
structures, etc. Areas of known pesticide latent soils do not require evaluation.
Notification prior to excavation of site(s) with known pesticide latent soils must provided
to the contractor so appropriate precautions can be taken to protect workers and the
environment. For more information regarding the excavation, stockpiling, and relocation
of pesticide latent soils refer to UFC 3-200-10N, Civil Engineering. In situations where
disposal and/or final disposition of pesticide latent soils is required, see 2-12 Waste
Characterization.
10UFC 3-800-10N
FINAL DRAFT JULY 2006
2-12 WASTE CHARACTERIZATION
2-12.1 Background Information – Waste Characterization
Disposal and/or ultimate disposition of waste materials is typically performed on all
projects. Waste reduction in the form of recycling or reuse is encouraged, see UFC 1-
900-01, Selection of Methods for the Reduction, Reuse, and Recycling of Demolition
Waste, for guidance. If disposal and/or ultimate disposition of hazardous or
contaminated materials, soils or groundwater are part of the proposed project a waste
characterization shall be considered. Federal regulations define waste as hazardous
when Toxic Characterization Leaching Procedures (TCLP) extract exceeds the Toxicity
Characteristic (TC) threshold as defined in 40 CFR 261. Consult regional, state and
local regulations for more stringent TC threshold levels. Note the TCLP analysis differs
from total constituent laboratory analysis. The TCLP analysis is only for disposal needs.
However, total analysis may also be needed.
2-12.2 Conducting Field Investigations, Surveys and Sampling – Waste
Characterization
Prior to disposing of potentially hazardous or contaminated wastes a waste
characterization study shall be performed (including solid and liquids). In order to
determine if anticipated construction waste (solid or liquid) is within regulatory limits for
disposal and/or ultimate disposition as a non-hazardous material, a representative
sample of the waste stream must be analyzed in accordance with Federal regulations
using the TCLP Method. This sampling should be performed when possible to avoid
exposure to human health and the environment and changes in the project scope.
Sampling shall be performed in accordance with federal, state and local regulations.
Sample collection shall be representative of the anticipated waste stream. Therefore, it
may be necessary to collect subsamples of various materials to collect an accurate
heterogeneous waste stream sample. To accomplish the analysis of a heterogeneous
waste stream, a composite sample must be collected and analyzed in accordance with
Federal regulations, EPA protocols and ASTM Standards. The representative
composite sample should be prepared from samples of each of the different building
material categories, and then mixed in proportion to the percentage by weight of the
different components in the anticipated waste stream. When at all possible patch and
repair sample locations with suitable materials. Consult qualified laboratory for required
sample quantities to obtain accurate analysis. Should other sampling methodologies be
used coordinate with on-site personnel prior to sample collection and analysis.
2-12.3 Laboratory – Waste Characterization
Laboratories performing analysis for potentially contaminated soils an/or groundwater
must be fully equipped and proficient in conducting analysis in accordance with EPA
SW-846, EPA 540/R 94-012, EPA 540/R 94-013 and NELAC certified.
11UFC 3-800-10N
FINAL DRAFT JULY 2006
2-13 OTHER ENVIRONMENTAL REQUIREMENTS
Refer to UFC 3-200-10N, Civil Engineering, for more information regarding the
following:
• Wetlands
• Dredging
• Endangered Species/Sensitive Habitat
• Air Quality
• Cultural/Archaeological/Historical Preservation
• Stormwater Management
• National Environmental Policy Act (NEPA)
• National Pollutant Discharge Elimination System (NPDES)
• Coastal Consistency Determination Authorization
• Essential Fish Habitat Assessment/Consultation
• Marine – Mammal Protection Act
• Air Emissions and Contaminants
• Wastewater
• Drinking Water
Refer to UFC 3-400-10N, Mechanical Engineering, for more information regarding the
following:
• Ozone Depleting Substances (ODS)
• Installation of Storage Tanks
• Aqueous Film Forming Foam (AFFF)
Refer to UFC 3-600-10N, Fire Protection Engineering, for more information regarding
the following:
• Aqueous Film Forming Foam (AFFF)
12UFC 3-800-10N
FINAL DRAFT JULY 2006
CHAPTER 3 DESIGN SUBMITTAL REQUIREMENTS
Comply with all safety and environmental regulations during field investigations, surveys
and sampling. Take precautions to protect human health and the environment as
required by federal, state and local regulations and DoD policy.
3-1 INTRODUCTION
This chapter identifies the expected level of detail and quality of submittals. While the
extent of the detail provided in the submittal documents may depend on the stage of the
design, the following information is critical to ensure the documents are complete and
biddable. Additional information with respect to design criteria and preferences is
identified in the following sections.
3-2 BASIS OF DESIGN
3-2.1 Design-Bid-Build (Basis of Design)
Coordinate with architect or prime contractor to determine the extent of the work and
address the items listed herein.
3-2.2 Design-Build (Basis of Design)
Coordinate with prime contractor to ensure the RFP has adequately addressed all
applicable items listed herein. Provide detailed site specific information regarding the
items listed herein including, but not limited to, work areas, containment areas, occupied
spaces, specifically identify utility shutdowns and coordination with subcontractors.
3-3 PRE-DESIGN FIELD INVESTIGATION
Pre-design field investigations are an essential part of the design-bid-build and RFP
preparation process. Many of the functions identified under this heading are also
essential during the DD1391 validation process to assure the project has the
appropriate funding based on the scope of work. Section 3-1 is not applicable for post-
award services of design-build contractors unless specifically addressed in the RFP.
13UFC 3-800-10N
FINAL DRAFT JULY 2006
3-3.1 Reports
Conduct complete field investigations of all site conditions and existing structures.
Submit separate reports addressing each of the following:
• Asbestos
• Lead Based Paint for Child Occupied Facilities
• Paint – Lead, Cadmium, Chromium
• Radon
• PCBs
• Mercury and Radioactive Components
• Animal Droppings
• Molds and Spores
• Tanks – UST and AST
• Contaminated Soil and/or Groundwater
• Waste Characterization
3-3.1.1 Report – Asbestos. An asbestos report must be provided when
applicable and include the following information: a narrative summary of the site work
that identifies the project description, location, previous survey data and additional ACM
identified. List the areas, types, location and quantities of ACM and any contamination
that will impact the project. Provide sample descriptions, results, locations, location
maps and photographic documentation. Include copies of EPA asbestos inspector and
laboratory accreditation that performed the work.
3-3.1.2 Report – Lead Based Paint (Child Occupied Facility). A lead based
paint report must be provided when applicable and include the following information:
provides a narrative summary of the site work that identifies the project description, test
results (including negative results), location, previous survey data and lead based
painted components. Include all the requirements of EPA Title X. Include copies of all
EPA Lead accreditation certificates for the risk assessor and laboratory that performed
the sampling and analytical.
3-3.1.3 Report – Paint. A paint report must be provided when applicable and
include: a narrative summary of the site work that identifies the project description,
location, previous survey data, additional lead, cadmium and/or chromium paint
identified, sample descriptions, results, locations, location maps and photographic
documentation. Include a description and full characterization of all wastestreams (i.e.
hazardous – providing all waste codes, or non-hazardous.) List the areas, types, and
location of paint and any contamination that will impact the project which include soil
and dust. Include copies of all accreditation certificates, licenses, certificates, sampling
plans, and analyses and test reports identified above.
14UFC 3-800-10N
FINAL DRAFT JULY 2006
3-3.1.4 Report – Radon. A radon report must be provided when applicable and
include: a narrative summary of the site work that identifies the project description,
location, and test results provided by on-site personnel. Research on potential radon in
the area must be provided in the report. Briefly summarize precautions that need to be
taken to address radon. Refer to EPA Radon Mitigation Standards (RMS).
3-3.1.5 Report – PCBs. A PCB report must be provided when applicable and
include the following information: a narrative summary of the site work that identifies
the project description, location, previous survey data and additional PCBs identified.
List the areas, types, and location of PCB containing lighting ballasts and all other PCB
containing equipment and any contamination that will impact the project. Summarize
state or local laws that affect PCB removal and disposal and/or ultimate disposition for
the project, such as project size, limitations on removal methods and monitoring
requirements. Include notification requirements, permit fees, licensing or other
specialized requirements.
3-3.1.6 Report – Mercury and Radioactive Components. A mercury and
radioactive components report must be provided when applicable and include the
following information: list the areas, types, location of components and any
contamination that will impact the project. Provide photographic documentation of
components.
3-3.1.7 Report – Animal Droppings. An animal droppings report must be
provided when applicable and include the following information: provide a narrative
summary of the site work that identifies the project description, location and conditions
found at the site. Provide photographic documentation of contaminated areas. Briefly
summarize precautions that need to be taken to protect workers, building occupants
and the environment.
3-3.1.8 Report – Molds and Spores. A mold report must be provided when
applicable and include the following information: provide a narrative summary of the
site work that identifies the project description, location, previous survey data and
additional mold identified. List the areas, types, and location of mold and any
contamination that will impact the project. Briefly summarize precautions that need to
be taken to protect workers, building occupants and the environment. Provide copies of
laboratory certifications.
3-3.1.9 Report – Tanks. A tank report must be provided when applicable and
include the following information: contents of tank, size of tank, approximate location of
tank, associated pipelines (including construction, size and linear footage per diameter),
existing soil conditions associated with tank, age of tank, and tank construction
material. Document the quantity of remaining hazardous, toxic or petroleum waste
products in ASTs or USTs. The inspector must coordinate with on-site personnel to
determine all requirements associated with removal, disposal and ultimate disposition of
15UFC 3-800-10N
FINAL DRAFT JULY 2006
the remaining product in a tank. Provide copies of laboratory certification and
state/local accreditation certificates with the report. Include copies of all certificates of
analyses or test reports with the report, including but not limited to NELAC certification
under EPA program.
3-3.1.10 Report – Contaminated Soil and/or Groundwater. A Contaminated
Soil and/or Groundwater Report must be provided when applicable and include the
following information: type of hazardous constituents, approximate location of the
contamination on the site, approximate depth of contamination, existing soil and site
conditions, approximate quantities of contaminated soil and/or groundwater and
calculations with assumptions made in determining the estimated quantities. Include
copies of all certificates of analyses or test reports with the report, including but not
limited to NELAC certification under EPA program.
3-3.1.11 Report – Waste Characterization. A waste characterization report must
be provided when applicable and include the following information: sample
methodology, descriptions, results, locations, location maps and photographic
documentation. The report shall specifically itemize anticipated waste materials to be
generated during construction and provide method of disposal and/or ultimate
disposition via hazardous or nonhazardous. Provide copies of laboratory certification
and state/local accreditation certificates with the report. Include copies of all certificates
of analyses or test reports with the report, including but not limited to NELAC
certification under EPA program.
3-4 COST ESTIMATES
Coordinate with architect or prime contractor to determine the extent of the work to
provide cost estimates.
3-5 SPECIFICATIONS AND CONTRACT DRAWINGS
Ensure contract specifications and drawings comply with UFC 1-300-09N, Design
Procedures.
3-5.1 Specifications and Drawings (Asbestos)
3-5.1.1 Design-Bid-Build (Asbestos). Edit Guide Specification for Asbestos
Removal – utilizing Guide Specifications from the latest version of UFGS. For projects
involving schools, edit Guide Specification for Asbestos Removal – utilizing Guide
Specifications Section UFGS 02 82 14.00 10 (13280A), Asbestos Hazard Control
Activities, from the latest version of UFGS. Edit guide specifications to indicate the
type and location of the asbestos, provide description and rationale for removal. Include
all applicable regulations in Appendix A. Identify conditions that affect access or egress
for workers and equipment, such as, confined spaces, crawl spaces or elevated working
surfaces. Identify utility systems (HVAC, steam, electrical, etc), required to be
16UFC 3-800-10N
FINAL DRAFT JULY 2006
shutdown during the project. Where the building is to remain partially occupied during
construction temporary utilities may be required. Indicate disposal and/or ultimate
disposition requirements. Summarize federal, state or local laws that affect asbestos
removal and disposal and/or ultimate disposition for the project, such as project size,
limitations on removal methods and air monitoring requirements. Include notification
requirements, permit fees, licensing or other specialized requirements. If replacement
materials are required coordinate with architect. Asbestos specifications must be
prepared by an EPA-accredited Asbestos Project Designer.
3-5.1.2 Design-Build RFP Preparation (Asbestos). For projects involving
schools careful consideration and coordination during the editing of the ESR is required
to ensure federal AHERA regulations are met. The PTS requires the Designer of
Record to edit Guide Specification for Asbestos Removal – utilizing Guide
Specifications Section UFGS 02 82 14.00 10 (13280A), Asbestos Hazard Control
Activities, from the latest version of UFGS. Specifications for removal of asbestos must
be prepared by an EPA-accredited Asbestos Project Designer. Comply with stated
requirements in this UFC, edit the ESR (F20, Selective Building Demolition, and/or G10,
Site Preparation) to include all applicable regulations in Appendix A. Edit the ESR to
comply with industry, regional, state and local requirements in appendices C and D of
this document. If other regulations or requirements are identified during the RFP
preparation including but not limited to state and local regulations, coordinate and add
them to the ESR.
3-5.1.3 Drawings (Asbestos). Provide scaled and dimensioned drawings and
floor plans or building sections showing all ACM. (NOTE: Quantification by use of a
schedule indicating square footage or cubic feet on the drawings or in the specifications
is not a substitute for scaled and dimensioned drawings. Scaled and dimensioned
drawings are the only acceptable means to quantify asbestos by showing the location
and full extent of work.) If asbestos is present and will not be disturbed by the project,
provide a drawing note indicating the type and location of the ACM, with a note that the
material is not to be disturbed by project work. For ACM impacted by the project,
indicate location, condition, and form of all ACM to be removed as well as structures,
utilities and equipment that hinder access or egress. Provide dimensions for access or
egress to crawl spaces, attics, chases or restrictive areas that affect asbestos removal
personnel or equipment. Identify rooms by name and number. An EPA accredited
Asbestos Project Designer must prepare asbestos drawings. For Design-Build projects
drawings should be provided as part of the RFP.
3-5.2 Specifications and Drawings (Lead Based Paint)
3-5.2.1 Design-Bid-Build (Lead Based Paint). Edit Guide Specification for Lead
Based Paint – utilizing Guide Specifications Section UFGS 02 83 19.00 10 (13281A),
Lead Based Paint Hazard Abatement, Target Housing and Child Occupied Facilities,
from the latest version of UFGS. Edit guide specifications to indicate lead based
17UFC 3-800-10N
FINAL DRAFT JULY 2006
painted building components affected by the work. Include all applicable regulations in
Appendix A. Identify conditions that affect access or egress for workers and equipment,
such as, confined spaces, crawl spaces or elevated working surfaces. Identify utility
systems (HVAC, steam, electrical, etc), which may require shutdown during the project.
Note: Where the building is to remain partially occupied by the Government during
construction, specifically identify utility shutdowns to the project manager, in writing.
Summarize state or local laws that affect child-occupied facilities and lead based paint
removal, containment and disposal and/or ultimate disposition for the project, such as
project size, limitations on removal methods and air monitoring requirements. Include
notification requirements, permit fees, licensing, final clearance criteria (dust wipes, soil
sampling, etc.) and disposal and/or ultimate disposition requirements or other
specialized requirements. If present, provide description and rationale for removal.
Indicate disposal and/or ultimate disposition requirements. If replacement materials are
required coordinate with architect. Lead Based Paint Removal specifications must be
prepared by an EPA-accredited Lead Paint Project Designer in accordance with EPA
Title X.
3-5.2.2 Design-Build RFP Preparation (Lead Based Paint). For projects
involving child occupied facilities careful consideration and coordination during the
editing of the ESR is required to ensure EPA Title X regulations are met. The PTS
requires the Designer of Record to edit Guide Specification for Lead Based Paint
Activities – utilizing Guide Specifications Section UFGS 02 83 19.00 10 (13281A), Lead
Based Paint Hazard Abatement, Target Housing and Child Occupied Facilities, from the
latest version of UFGS. Lead Based Paint specifications must be prepared by an EPA-
accredited Lead Paint Project Designer in accordance with EPA Title X. Comply with
stated requirements in this UFC, edit the ESR (F20, Selective Building Demolition,
and/or G10, Site Preparation) to include all applicable regulations in Appendix A. Edit
the ESR to comply with industry, regional, state and local requirements in appendices C
and D of this document. If other regulations or requirements are identified during the
RFP preparation including but not limited to state and local regulations, coordinate and
add them to the ESR.
3-5.2.3 Drawings (Lead Based Paint). Information regarding paint as it pertains
to child occupied facilities can be detailed on the demolition drawings by adding notes
indicating that specific requirements and that lead based paint activities must be
conducted in accordance with the appropriate corresponding specification section and
EPA Title X. Existing lead based paint affected by the project must be indicated on the
drawings by a chart or some other method to display the laboratory results of the lead
analysis. For abatement drawings, provide scaled and dimensioned drawings and floor
plans or building sections showing all items from which the hazardous paint must be
removed, replaces or encapsulated. Indicate all locations of hazardous paint to be
removed as well as structures, utilities and equipment that hinder access or egress.
Provide dimensions for access or egress to crawl spaces, attics or restrictive areas that
affect removal personnel or equipment. An EPA-accredited Lead Project Designer must
18You can also read
