WELLESLEY PLANNING BOARD
REGULAR MEETING AND PUBLIC HEARING
TUESDAY, FEBRUARY 13, 2007, 7:30 p.m.
GREAT HALL - TOWN HALL
Present: Mr. Frisardi, Ms. Donahue, Mr. Chan, Mr. Meade, Mr. Chazen ……………………………………………...……………….……Ms. Conlon, Mr. Brown.
Ann Wessel Murier, Andre Fatell, Sheila Boyle, David Conwey, Linda Buffum, Kien Ho, Joan Schubert, Bill Kent, Morse Klubock, Dick Campana, Rob Dickie, Tom Fanning, Holly Grace, Jennifer Conley, Dave Conway, Hans Larsen, Katherine Babson, Ken Baer, Ben Chirco.
1. Unaccepted Street Review - 22 Oakencroft Road - Mr. Chirco
Mr. Chan indicated that he is a nearby resident on this street and will not participate in the discussion or vote on this matter.
The Board acknowledged receipt of a cost estimate of work from the Engineering Division in the amount of $6,420. The Board asked Mr. Chirco whether he had seen the cost estimate and whether he had any comment. He did not. Subsequently the Board moved, seconded and voted 3-0-1 to find that this portion of Oakencroft Road will be an adequate way based on the work identified by the Engineering Division and established the bond at $6,420.
2. Wellesley Motor Inn Project - Inclusionary Zoning Request
The Board considered a request submitted by Wellesley Realty Associates/Dean Behrend to establish a required number of Assisted Units in conjunction with a mixed use project consisting of approximately 20,000 square feet of new retail and office space and conversion of an existing building to provide14 residential condominium units.
The Board received a staff report indicating the required number of units be set at 3.28 for the project. The applicant intends to provide all of the units on site.
After a brief discussion the Board moved, seconded and voted to establish the number of units at 4. A letter will be drafted to the Housing Development Corporation conveying this action.
The Minutes of January 23, 2007; January 25, 2007 and February 6, 2007 were approved as amended.
4. PSI-06-01 Wellesley Inn Public Hearing
576 Washington Street and 53 Grove Street
PSI Special Permit and Inclusionary Zoning Special Permit
Inclusionary Zoning Special Permit
Mr. Frisardi opened and introduced the two special permit hearings and provided background on the "restart" of the PSI hearing and the need for modification of the Inclusionary Zoning Special Permit. He indicated that the Inclusionary Zoning hearing would be considered first.
Mr. Dickie introduced himself and the other members of the Wellesley Inn Team, Holly Grace and Tom Fanning of Jones, Lange LaSalle; Peter Tamm of Goulston and Storrs; Jennifer Conley of Conley Associates; and Dave Conway of Nitche Engineering. He presented the recent history of the project. He explained that the number of market rate units was changed from 18 to 19 and the retail space was reduced from approximately 13,000 square feet to 9,000 square feet.
Mr. Frisardi explained that although the number of market rate units is proposed to be increased the agreed upon number of affordable units being provided will remain unchanged. The six units offered by the applicant are still in excess of the number required.
Mr. Chazen asked about the timing of completion of the affordable units. The response was that they must be completed prior to occupancy of the Inn project itself.
Mr. Klubock asked if the cottage on the site would be torn down. The response was that it would be renovated for two of the affordable units.
There being no further comments on the Inclusionary Zoning portion of the project the Board moved, seconded and voted unanimously to close the Public Hearing. The Board subsequently moved, seconded and voted unanimously to approve the modification of the Inclusionary Zoning Special Permit to reflect the increase in the market rate units from 18 to 19 and the decrease in the retail component from approximately 13,000 square feet to 9,000 square feet.
PSI Special Permit
Mr. Frisardi opened this portion of the public hearing. He explained the purposes and procedures of PSI and explained the major elements of the "Memorandum of Agreement" dated February 12, 2007 between the applicant and the Town acting through the Board of Selectmen.
Mr. Chazen noted that the applicant has agreed to improve pedestrian safety in the vicinity of the project. He felt that the careful attention should be devoted to pedestrian safety in the vicinity of the garage exit on Grove Street.
It was noted that reports have been received from all of the PSI review departments, MLP, Fire, DPW and Selectmen.
Ms. Donahue noted that the project changes result in a less intensive use. She said that she believes that are three open issues: traffic and pedestrian safety, storm drainage, and elimination of the requirement for grease traps which were originally required for the restaurants which are no longer part of the project.
The Board is in receipt of a memo dated February 8, 2007 from the Town Engineer indicating no objection to the elimination of the grease traps based on the elimination of the restaurants.
Mr. Chazen said that he has no objection to the elimination of the grease traps.
Mr. Chan said that there are outstanding concerns regarding roof drainage, proximity of the underground drainage system to the underground garage, and the drainage for the front patio area (Washington Street side).
Mr. Brown said that he had spoken to Mr. Fader within the past two days and feels that these elements have been addressed by the applicant's engineer. He said that Mr. Fader he has no further concerns. Ms. Donahue felt that the written record needs to be complete.
Mr. Ho, BETA Associates, (Town's Traffic Engineering Consultant) was called upon to give an update on the traffic and pedestrian safety elements. He began by acknowledging the changes in the project proposal. He mentioned the number of off street parking spaces proposed. He said that project changes reduce the parking demand by 60 vehicles. The traffic generation is reduced commensurately. He said parking in the Square can be improved by changes in parking management. Tailby parking lot, which is primarily a train commuter lot, is underutilized and Cameron Street lot is at capacity with many train commuters choosing to use the lot because of pricing differentials. He said that more metered parking can be created along Grove Street. He mentioned the "Loop System" to be installed in conjunction with the Linden Square
development. He noted that this will improve traffic flow at the Grove Street intersection which will benefit the Wellesley Inn project. He mentioned sight line improvement needed at the garage entrance on Grove Street. This may involve removal of one or more parking spaces at this location. He recommended that an electronic warning device be installed to provide an advance visual notice of traffic exiting the garage for pedestrians at this location. He said that with the proposed PSI mitigation measures and the elements in the signed "Memorandum of Agreement" BETA is comfortable with the current project.
There was some discussion of truck deliveries to the project and whether these should be at the Grove Street or the Washington Street frontage. Trash pickup was also discussed. Mr. Dickie said this would be done on the Grove Street side. Large trucks will not be able to enter the garage. He said that containers will be wheeled to the garage entrance to be picked up. Responding to a question Mr. Fanning said that there will be a central holding area for the trash from the condominiums.
There was discussion of pedestrian safety and the recommendation for a "neck down" curb extension on the Washington Street frontage. The applicant has assented to funding this installation.
Mr. Chan asked about any change in traffic Level of Service. Mr. Ho confirmed that there will be no loss of Level of Service.
Ms. Donahue asked about the use of the "surplus" spaces in the garage. The response was that they will be for visitors of the condominium residents and there will be 1 or 2 spaces reserved for employees (maintenance/management) of the condominiums.
Mr. Meade asked about possible improvements to Spring Street. There was discussion of the upcoming project for the "Taylor Block." It was felt that improvements to Spring Street on the northerly (Taylor Block) side would not be warranted. The condition of the sidewalk on the southerly side of spring street was mentioned. Mr. Chan felt that this sidewalk should be improved. Mr. Tamm commented that the Memorandum of Agreement provides a sum of money to be used for items like this. Mr. Frisardi did not agree with this interpretation.
Ms. Boyle indicated that she lives at 594 Washington Street and is concerned about impact on her sewer service which overflows from time to time. It was noted that the Inn project will not discharge to the Washington Street sewer. She felt that the a loading zone for the businesses to be on Washington Street will not work. She does not want double parking. It was explained that the loading zone on Washington Street does not contemplate double parking.
Ms. Seegel indicated that she lives at 65 Grove Street (Wellesley Green). She expressed concern about the parking situation. She said that parking spaces set aside for visitors to Wellesley Green are taken by tradesmen (plumbers etc. working at Wellesley Green).
Mr. Kent indicated that he lives at 75 Grove Street (Wellesley Green). He asked the location of the new garage entrance. The response was that it would be very close to the location of the former garage but it would be wider, a two way access whereas the former was one way.
Mr. Chazen inquired as to whether there would be any food service on the Grove Street frontage. The response was that there may be a coffee shop. He felt it to be important to limit the size of this use.
Mr. Frisardi indicated the he wished to return to discussion of storm drainage.
Mr. Conway from Nitche Engineering gave an overview of the system. He indicated that historically the Wellesley Inn site has been almost fully impervious (94.2%). He said the project will triple the amount of landscaped area. He said that the initial comments on storm water drainage from the Engineering Division mentioned the runoff from the 592 Washington Street property. He indicated that this runoff has been taken into account in the most recent calculations. With respect to storm water quality he noted that there is no treatment now but post-construction will implement treatment via BMP's.
There being no further comments the Board moved, seconded and voted unanimously to close the public hearing.
After some discussion the Board moved, seconded and voted unanimously to grant the PSI special permit subject inclusion of the Memorandum of Agreement and the following conditions:
That the applicant shall negotiate with the Board of Selectmen to eliminate parking space(s) on Grove Street as needed and replace these with multi-use spaces on the Washington Street frontage with the intent to also provide a loading zone at certain hours;
That and food service use be limited to a maximum of 2,500 square feet of floor space and that it be restricted to primarily on-site consumption of food or beverages; and
That an electronic flashing "blank out" sign be installed at the garage entrance/exit. The hardware and location to be subject to approval by the Town Engineer and Town Traffic Engineering Consultant.
Ms. Donahue noted that every effort should be made to implement pedestrian improvements cited in the Memorandum of Agreement such as the "neck downs" at the Washington Street frontage subject to final design and approval by the Town Engineer and the Town's Traffic Engineering Consultant and that the Town should budget for sidewalk improvements and repairs. She noted that the decision should cite the reasons for the "restart" in that there were two Planning Board member resignations.
A redraft of the special permit decision will be prepared and circulated to the Board for editing and ultimately endorsement and filing with the Town Clerk.
Next Meeting: February 20, 2007
Meeting Adjourned: 10:45 p.m.


The Office of the Leading Group for Illegal Construction Governance Action in Shandong Province recently briefed on the work of the province's illegal construction governance. In the first half of this year, the province dismantled a total of 55.979 million square meters in accordance with the law, exceeding the annual governance tasks.
It is understood that in the first half of Shandong Province, a total of 63.8899 million square meters of illegal construction, according to law to dismantle 55.979 million square meters, rectification of 791.09 million square meters. Among them, the stock and new illegal construction were 60.6002 million square meters and 3.2897 million square meters, respectively. The progress of each city has achieved more than half of the time, more than half of the annual governance tasks, the stock of illegal construction significantly reduced, illegal construction of new thorough containment. Jinan, Qingdao, Zibo, Dongying, Linyi, Luze governance accounted for more than 60% of the total, more than ahead of the completion of the annual governance tasks.
According to the circular, the cities pay attention to land planning and utilization after demolition, the cumulative investment of 2,064 million yuan, increase the green space area of 6,068.5 million square meters, parking space 59,860, 1201 places of civic activities, freeing up construction land 210.586 million square meters, the people have a real sense of access. In the opinion polls conducted in Jinan and Weihai, the support rate reached 96.92 percent and 90.92 percent, respectively.
In view of the current problems such as irregular management of demolition and construction sites, and the failure of some places to clear construction waste in time, it is clear that departmental coordination, innovative methods and methods, decomposition and governance tasks should be strengthened to ensure that this year's tasks are fully completed, and 60% of the total tasks of illegal construction and governance operations are completed. In the process of demolition of illegal construction, the relevant laws and regulations should be strictly enforced and the legal procedures strictly implemented. The implementation of law enforcement of the whole process of record, the whole process left marks. At the same time, to strengthen the construction of safe and civilized, dust and dust, to ensure that the demolition of safety, environmental protection. In addition, it is another step to strengthen the use of demolition. After the demolition of the illegal construction, we should follow up the removal of garbage simultaneously, so that it is clean. For land use after demolition, we should focus on the goal of the people, combined with the actual, according to local conditions, advance planning, synchronous planning. If the land for development and construction is included and cannot be developed in time, we should do a good job of temporary greening to avoid land nudity and dust. For the implementation of greening land, and urban landscaping planning integration. To use good positive publicity and negative exposure two ways, not only to pass the right energy, but also to let the "illegal nail household" ugly appearance.


We recently finished a very unique “floating” staircase for a contractor out at a residence in Ponte Vedra Beach. The homeowners wanted a staircase that would not have any vertical supports underneath the treads so as to allow for better use of space and a more modern look. We love the result! Take a look –
Fabricating the stringers and treads at our shop in downtown Jacksonville. We worked with the contractor’s engineers to create a design that would safely carry the load without supporting vertical beams. Every tread is diligently squared, leveled, and spaced to meet code. Every weld is ground, polished, and finished to create a smooth, clean appearance. Quality is what you get with Edwards Ornamental Iron!
After finishing the fabrication process, the stringers are then taken to be sandblasted. Sandblasting further smooths the finish and creates a slightly textured surface that holds paint better.
Installation of the stringers was a challenge but nothing too much for us! The stringers have a zinc primer coating (final coat done on site by contractor in this case). In order to achieve the floating aspect, we first put in the main stringer running left to right on your screen. 3/4” threaded rods were mounted into the poured concrete walls using high strength 2 part anchoring epoxy. Getting the main stringer absolutely perfect was crucial. The other two stringers were then raised with the roastabout lift, put into place, and welded on site to the main stringer.
Finished rough stair case before being painted and wood treads added
And here you go! Finished look before final cleanup.
Our 1/2” mounting plate are now hidden beneath the finished tile work. The steel railings have been fabricated, finished, and installed by our team onto the top of the wood treads.
The homeowners were very happy with how this project came out! It truly is the focal point of a beautiful home. If you’d like to know more about this project or have an idea for your own unique staircase, give us a call or email today!


by U.S. G.P.O., For sale by the Supt. of Docs., Congressional Sales Office, U.S. G.P.O. in Washington .
Written in English
|Series||S. hrg -- 100-720|
|The Physical Object|
|Pagination||iv, 228 p. :|
|Number of Pages||228|
Cochiti Pueblo--Corps of Engineers Dam Project: hearing before the Select Committee on Indian Affairs, United States Senate, One-hundredth Congress, second session on to reauthorize certain Indian educational programs, March 15, , Washington DC. Cochiti Pueblo - Corps of Engineers dam project: hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session. Aug 11, · This is a small lake that is hidden by a huge dam. The Corps of Engineers built a dam that could hold back a lake 25 times the size of this one. It appears to be a small fishing lake with an astonishing number of pads for RVs and campers. The vistas around the lake are beautiful.4/4(67). The Cochiti Dam is one of the ten largest earth-fill dams in the United States, and also one of the largest in the world. The lake offers two public recreation areas. Cochiti on the west side of the lake and Tetilla Peak on the east side. Wind surfing and sailing are favorite pastimes for visitors.
Congress authorized construction of the dam as part of the Flood Control Act of , and over opposition from many tribal members, the U.S. Army Corps of Engineers built Cochiti Reservoir between and The lake inundated sacred lands as . The Town of Cochiti Lake boasts one of the highest rated Volunteer FIRE/EMS departments in the State of New Mexico Irene S. Sweetkind Library We are fortunate in a town of less than people to have more books than residents. The U.S. Army Corps of Engineers Nashville District placed the 10th and final concrete shell on the downstream riverbed Feb. 2, Johnson Brothers, contractor for the cofferdam contract, set down the million pound shell that is part of the cofferdam and a permanent part of the new lock wall for the Kentucky Dam Lock Addition Project. Cochiti Lake is on the Rio Grande, about half way between Santa Fe and Albuquerque. Cochiti Dam is one of the ten largest earthfill dams in the US. It is one of the four units for flood and sediment control on the Rio Grande, operating in conjunction with Galisteo, Jemez Canyon, and Abiquiu Dams.
Jun 01, · The 1, members of the Cochiti Pueblo, New Mexico, have always welcomed those visitors who respectfully observe the corn and buffalo dances. The US Army Corps of Engineers, however, is a guest who controls and sometimes floods up to 11, acres of the 50,acre reservation behind Cochiti Dam. (), by United States Army Corps of Engineers (page images at HathiTrust) Cochiti Pueblo--Corps of Engineers Dam Project: hearing before the Select Committee on Indian Affairs, United States Senate, One-hundredth Congress, second session on to reauthorize certain Indian educational programs, March 15, , Washington DC. Cochiti Campground, Peña Blanca New Mexico. See 39 traveler reviews, photos and 1 blog post. and also you can walk bike or run on the top of the dam which is pretty cool. I was only able to book a site in the Juniper loop a week in advance. All of the other loops were sold out or not suitable for my rig.4/5(39). Cochiti Dam is one of the four United States Army Corps of Engineers projects for flood and sediment control on the Rio Grande system, operating in conjunction with Abiquiu Dam, Galisteo Dam and Jemez Canyon DamLocation: Cochiti Pueblo, Sandoval County, New .


Case Studies on Transport Policy. Volume 11. pp 1-11
The paper draws upon open-source technologies to present methods of incorporating multiple travel modes into GIS analyses of cumulative opportunity and proximity-based metrics of accessibility. Two case studies are undertaken. The first uses isochrone analysis to evaluate national access to sport facilities expected to appeal to a broad range of ages and abilities. Predictably, urban areas and private car travel record the highest levels of access, but the revelation of geographical patterns in disparities between travel modes may allow transport planners and national and regional sporting bodies to identify where further investment in facilities and transport infrastructure might best be targeted. The second case study uses network tracing of shortest time pathways to consider city level access to greenspaces. Findings here suggest that cycling may offer similar access levels as private car travel, with much poorer outcomes for walking and public transport. Such studies demonstrate how active travel and public transport might be included in holistic GIS analyses to aid policy makers, and those who plan and monitor provision of sporting opportunities, to promote improved levels of access to, and participation in, physical activities within disadvantaged communities. They may also have value in cross-sector approaches that promote the wider health and environmental benefits of using active travel and public transport to access neighbourhood facilities.


Welcome to Kpm
KPM CONSTRUCTIONS have been in the business of design and construction of Commercial Buildings, Residential Buildings, Industries, Warehouses and other utility buildings since 1987. The company has more than 100 projects to its name including state of the art Commercial Buildings, Factories, Residential apartments and Individual Bungalows in Chennai, Bangalore, Pondicherry, Trichy and Villupuram.
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A few words about us
SR18 Sàrl is a Swiss company specialized in the construction of high-end and sustainable housing.
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Construction of modern and functional residential villas using natural materials and with an environmentally friendly approach.
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The recordings from the Water Industry Summit have now been uploaded to YouTube for anyone to revisit any of the fascinating talks given on the day. Please follow the links below for each talk: Block 1 – Challenges and Opportunities to the Water Sector Block 1 – Challenges and Opportunities to the Water Sector 00:05:31 […]
We are pleased to share the key output from the UK Water Industry Summit, which took place last Wednesday 18th October. Six of the key organisations within the water sector in the UK signed a concrete commitment to to collaborate and drive innovation, to tackle the complex challenges facing the water sector in the UK. […]
On Wednesday 18th October, the UK water sector came together to discuss the key challenges and opportunities facing the water industry. This included Governments, SMEs, water companies, consultants, contractors, and many other players within the water industry. The key messaging from the event was that this is both an exciting and challenging time to be […]
The UK Water Partnership together with British Water, UKWIR, the Future Water Association, the Water Industry Forum and Spring are co-organising a Water Industry Summit to shape a collective response to the current challenges to the Water Industry. The event will be hosted by Arup on 18 October 2023, at their 80 Charlotte Street offices in London.


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CALC Engineering 2020 Corp.
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CALC Engineering 2020 Corp. is an Engineering, Procurement and Construction Management (EPCM) contractor that has executed over 900 projects for various facilities in Western Canada during the last twenty-five (25) years. CALC offers the following engineering services expertise: civil/structural, piping, instrumentation, electrical, mechanical, process, purchasing, cost estimating, scheduling, cost control, project management, safety management, and construction management
CALC Engineering 2020 Corp has the personnel and experience to perform all the these phases
CALC can perform the scope of work that is most suitable for the individual client. Our project roles can include:


About the Company
Integral Consulting Inc. is an international science and engineering firm providing multidisciplinary services in the fields of health, environment, technology, and sustainability.
Founded in 2002, Integral has a proven track record of developing innovative and cost-effective solutions to the complex technical challenges facing our clients. Our primary goal is to help our clients make informed decisions, manage risk effectively, and identify optimal solutions by applying our science and engineering expertise. We also support our clients in the areas of strategic planning, agency negotiations, technical peer review, and expert services for litigation.
Sediment profile and plan view imaging (SPI/PV) camera technology provides a wealth of information on geological, geochemical, and biological benthic conditions. It is being used by Integral Consulting Inc. (Integral) for projects involving dredging, evaluation of sediment cap performance, and assessment of habitat conditions for offshore renewable energy projects....
- Integral to Cosponsor Nevada Lithium Workshop
- Spotter: Innovative Buoy System on Display at ARPA-E Energy Summit
- Phil Goodrum to Speak on Emerging Contaminants at Oasis Lecture Series
- ACEC Recognizes Integral Projects with 2017 Engineering Excellence Awards
- City of Portland Recognizes Integral for Sustainability Efforts


Haaretz, Dec. 18, 2016
while 90 percent of the inhabitants of the West Bank and 85 percent of the inhabitants of the Middle East and North Africa have access to a faucet for drinking water, only 10 percent of the 2 million or so inhabitants of Gaza can safely drink the water piped into their homes. The other 90 percent do not even associate drinking water with the simple act of turning on a tap: Their water is too saline because of seawater seepage, and too dangerous because of raw sewage or gray-water seeping into the aquifer.
“The people in Gaza are not able to use the water coming into their houses for drinking; they use it for household ends, but for drinking they have to rely on trucks,” Ghosheh said in the press release [....]
There are differences of opinion among Palestinian water specialists regarding the desalination solution. Supporters are convinced that it will decrease Gaza’s dependence on Israel. Opponents, though, are concerned about the environmental damage; argue that the dependence will always exist with regard to the entry of building materials and replacement parts; and warn that, from a practical perspective, the inhabitants of Gaza will not be able to bear the costs by themselves (desalinated water is more expensive). In addition, the fact is that a facility of this sort requires a steady supply of about 25 megawatts of electricity – the source of which remains unclear.


Are You Up To Code?
Wheel of Accountability
The ability to install rooftop solar systems that consistently meet waterproofing code requirements rests on understanding the relationship between code, roofing manufacturers, and best practice guidelines. This knowledge can make the difference between passing and failing an inspection, and helps maintain any roof warranties as well as reduce long-term liability.
Quick Mount PV created the Wheel of Accountability to help solar designers and installers better understand the relationships between relevant codes, standards and best practices, guidelines that impact rooftop structures and waterproofing.
The AHJ (Authority Having Jurisdiction) – typically the local building department – is at the center of the Wheel. The AHJ has final say on how rooftop solar systems will be installed. The AHJ is empowered to interpret codes and standards and enact special requirements that address climatic, geological, seismological, or topographical conditions unique to that area.
OSHA establishes workplace safety requirements and can shut down any job site or fine an installer for unsafe workplace practices.
The National Fire Protection Association (NFPA) publishes the National Electric Code that governs equipment-grounding requirements for PV systems. UL develops the UL 2703 standard for rack mounted PV systems which outlines the proper methods for ensuring a reliable equipment ground for the modules and rack to minimize the potential for shock or fire hazard in the event of an accidental fault. Building codes are developed by the International Code Council (ICC) – they publish the International Building Code and International Residential Codes, which are used as the basis for almost every State Building Code. Building codes require that all roof penetrations be waterproofed with flashing that complies with the roofing manufacturer requirement. The NRCA and ARMA publish installation guidelines used by the overwhelming majority of shingle manufactures, and the Tile Roofing Institute publish flashing guidelines used by the vast majority of tile manufacturers.
The ICC offers testing and certification for roof attachments and many Quick Mount PV products have the ICC Evaluation Service Report certification.
The roofing manufacturer is included in the Wheel of Accountability, as building code establishes the manufacturer as the entity that determines proper flashing procedure. It is necessary to follow roofing manufacturer flashing installation instructions to comply with code and maintain the roof warranty
Key Players and Building Codes
Below are some of the key players and relevant building codes in the Wheel of Accountability.
National Roofing Contractors Association roofing manuals provide time-tested, best-practice guidelines and technical information concerning the materials, design and installation of roof systems. The NRCA derives its information from knowledgeable, practicing roofing contractors located throughout the U.S.
The Asphalt Roofing Manufacturers Association represents about 95% of North America's asphalt (bituminous-based) roofing manufacturing companies and their raw material suppliers. ARMA spearheads industry research and development and provides information on modern asphalt roofing materials and practices to building and code officials, regulatory agencies and allied trade groups.. ARMA's “The Asphalt Roofing Residential Manual - Design and Application Methods” is required for anyone who wants to know how to work on a roof without voiding its warranty.
The Center for Environmental Innovation in Roofing (CEIR) established the CEIR PV Taskforce to increase communication between the roofing and solar industries. The Taskforce aims to drive higher quality combined solar energy roofing systems through best practices and industry standards. The Center PV Taskforce has developed PV installation guidelines for low slope membrane roofs, low slope metal roofs, and steep slope shingle roofs.
The Tile Roofing Institute is the recognized authority on best practice guidelines for flashing and waterproofing on tile roofing systems. The TRI publishes installation guides for tile roofs and flashing methods for cold and warm weather climatic regions. The TRI trains roofing installers, inspectors and industry professionals on proper, code-approved methods for installing concrete and clay tile roofs. TRI is dedicated to growing the tile roofing market through technical expertise, training, and building awareness for the many benefits of tile.
The Sheet Metal and Air-conditioning Contractors National Association, is dedicated to flashing details and exterior metals and publishes the "Architectural Sheet Metal Manual". First published in 1965, the manual addresses all aspects of flashing and building envelope metals, with an emphasis on preventing building moisture intrusion. The manual is updated on a regular basis and contains details and specifications for the vast majority of situations requiring flashings.
Underwriters Laboratory develops widely accepted standards for modules, inverters, and PV racking systems. The UL 2703 standard establishes requirements for bonding and grounding, corrosion, structural capacity, and fire classification for PV racking systems UL certification does not guarantee the product will perform acceptably, but a properly designed and installed UL 2703 listed racking system should considerably reduce the potential of safety problems that can plague poor quality systems.
The International Code Council (ICC) is a nonprofit organization dedicated to developing building codes that help permitting officials and inspectors validate the safety of the systems installed on residential and commercial structures.
The 2012 International Fire Code introduced spacing "setbacks" for PV arrays from the ridge, rakes, hips and valleys, and other obstacles such as gas vents, chimneys, access hatches, and skylights. These new setback requirements are intended to provide ventilation access and pathways for firefighters to clear smoke and noxious gasses in structures during a fire event. These setback requirements have resulted in less space for solar systems on residential structures, and are being re-evaluated by fire and solar industry subject matter experts to determine if the setback requirements can be reduced to allow more solar panels on a home.
The IFC on the ICC website
The National Electric Code (NEC) is developed by the National Fire Protection Association and serves as the benchmark code for safe electrical design, installation, and inspection to protect people and property from shock and fire hazards. The NEC outlines proper wiring and grounding of PV systems.
THE NEC on the NFPA website
In construction, the Authority Having Jurisdiction (AHJ) is the governmental agency or sub-agency that regulates the construction process. In most cases, the AHJ is the municipality in which the structure is located. The AHJ’s building department has permitting officials and inspectors who evaluate system design and installation to ensure solar systems meet the applicable building, fire, electrical, and/or plumbing codes.
Almost every state utilizes the International Building Code (IBC) and International Residential Code (IRC) as the basis for their own State Building Codes (SBC). The IRC governs new construction in single or two family structures of three stories or less and the IBC governs all other structures. Amendments vary from state to state based on issues specific to regional and local conditions.
State Building Codes form the framework for local fire, building, housing, property maintenance, plumbing, electrical, energy, and mechanical codes.
The International Building Code addresses waterproofing of penetrations in the following sections:
- 1503.2. Flashing shall be installed in such a manner so as to prevent moisture entering the wall and roof through joints in copings, through moisture-permeable materials and at intersections with parapet walls and other penetrations through the roof plane
- 1503.2.1 Flashing shall be installed at wall and roof intersections, at gutters, wherever there is a change in roof slope or direction; and around roof openings. Where flashing is of metal, the metal shall be corrosion-resistant with a thickness of not less than 0.019 inch.
- 1506.1 The requirements set forth in this section apply to the application of roof-covering materials specified herein. Roof coverings shall be applied in accordance with this chapter and the manufacturer's installation instructions. Installation of roof coverings shall apply to the applicable provisions of Section 1507.
- 1506.2 Compatibility of Materials. Roofs and roof coverings shall be of materials that are compatible with each other and with the building or structure to which the materials are applied.
- 1506.4 Product Identification. Roof covering materials shall be delivered in packages bearing the manufacturers' identifying marks and approved testing agency labels required in accordance with Section 1505 Bulk shipments of materials shall be accompanied with the same information issued in the form of a certificate or on a bill of lading by the manufacturer.
- 1507.2.9 Flashings. Flashings for asphalt shingles shall comply with this section. Flashing shall be applied in accordance with this section and the asphalt shingle manufacturer's printed instructions.
- 1507.8.7 At the juncture of the roof and vertical surfaces, flashing and counter flashing shall be provided in accordance with the manufacturer's written installation instructions, and where of metal, shall not be less than 0.019 inch (0.48mm) (No, 26 galvanized sheet gage) corrosion-resistant metal.
The International Residential Code addresses waterproofing of penetrations in the following sections:
Chapter 23 Solar Systems
- M2301.2 Installation: Installation of solar energy systems shall comply with Sections M2301.2.1 through M2301.2.9.
- M2301.2.2 Roof-mounted collectors: The roof shall be constructed to support the loads imposed by roof-mounted solar collectors. Roof-mounted solar collectors that serve as a roof covering shall conform to the requirements for roof coverings in Chapter 9 of this code. Where mounted on or above roof coverings, the collectors and supporting structure shall be constructed of noncombustible materials or fire-retardant-treated wood equivalent to that required for the roof construction.
- M2301.2.7 Roof and wall penetrations: Roof and wall penetrations shall be flashed and sealed in accordance with Chapter 9 of this code to prevent entry of water, rodents and insects.
- R901.1 Scope: The provisions of this chapter shall govern the design, materials, construction and quality of roof assemblies.
- R903.1 General: Roof decks shall be covered with approved roof coverings secured to the building or structure in accordance with the provisions of this chapter. Roof assemblies shall be designed and installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure.
- R903.2 Flashing: Flashings shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture-permeable materials and at intersections with parapet walls and other penetrations through the roof plane.
- R903.2.1 Locations: Flashings shall be installed at wall and roof slope or direction around roof openings. Where flashing is of metal, the metal shall be corrosion-resistant with the thickness of no less than 0,019 inch (0.5 mm) (No. 26 galvanized sheet).
- R905.2.8 Flashing: Flashing for asphalt shingles shall comply with this section.
- R905.2.8.1 Base and cap flashing (p441). Base and cap flashing shall be installed in accordance with manufacturer’s instructions.
- R905.2.8.4 Other Flashing: Flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied according to the asphalt shingle manufacturer's printed instructions.
State Building Codes typically adopt language in whole or in part from the IBC and IRC, as with the California Building Standards Code of Regulations, Title 24, Section 1503, which advises the use of appropriate flashing in key locations for weather proofing:
- In Section 1503.2 "Flashings shall be installed in such a manner so as to prevent moisture from entering the wall and roof through joints in copings, through moisture-permeable materials, and at intersections with parapet walls and other penetrations through the roof plane."
- In Section 1503.2.1 Flashings shall be installed at wall and roof intersections; wherever there is a change in roof slope or direction; and around roof openings. Where flashing is of metal, the metal shall be corrosion-resistant with a thickness of not less than 0.019 inch (No. 26 galvanized steel).


Diresco engineered stone is composed of resin and quartz granulates involving a unique manufacturing process which bonds these two natural materials into an incredibly strong, resilient and sustainable product.
Diresco Stone constitutes of 94% natural quartz granules which makes this engineered material extremely strong and highly scratch resistant. Diresco Stone is a non-porous stone making it impervious to water and highly corrosion and stain resistant with excellent mechanical strength and dimensional stability. This expertly manufactured material is also highly stain proof and colourfast. Thanks to the ingenious blend of quartz, resin and colour pigments, the array of colours is virtually limitless.


This is a fun and short adventure in the Wentworth valley area. A long time ago, a rail line was constructed on the slopes of the hills. Sometimes, when a brook needed to be crossed, they bored tunnels through solid rocks and infilled the natural valley.
This hike takes you on a dirt road at first that is used as an ATV trail. The atv trail bisects the rail line after about 300m of going uphill. At this point, follow the railing eastward or to the left if facing uphill. Within 20m, veer to the south and into the deep valley. At the bottom you will see the brook and entrance to the tunnel. Upstream of the tunnel is a nice 20ft fall too!
The tunnel is very high, and wide. Most of the times the water level is quite low and you could make t almost the whole way with dry hiking boots but there are some deep holes where you can get water up to your knee. The tunnel has a few places where the ceiling is higher and an area where the workers built a pillar.
Highway 4 in Wentworth Valley. turn on Valley station Rd. Continue on Valley station Road until you see a dirt road on the left at; N45 37 08.4 W63 35 50.4. The tunnel is at; N45 36 58.0 W63 35 51.9
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For the second time this year, passenger trains will resume full service through San Clemente following a devastating landslide that imperiled its coastal tracks.
Both Metrolink and Amtrak’s Pacific Surfliner are set to return to the beach-side route on Monday after a more-than-five-week suspension of all passenger transit.
The announcement comes as emergency repairs were completed this week on a temporary barrier to protect the tracks from any future falling debris from a landslide at Casa Romantica Cultural Center and Gardens.
Stretching 250 feet long and standing 12 feet tall, the wall is secured with pile beams dug 32 feet into the ground. According to Metrolink, the project is expected to cost between $5.5 million and $6 million.
The state has pledged to spend $3 million to help cover construction costs.
“We are thrilled that we were able to make this happen so quickly,” said Orange County Supervisor Katrina Foley, who is also an Orange County Transportation Authority director. “It’s just in time for the summer tourist season and local businesses in San Juan Capistrano, San Clemente and Dana Point.”
The trains are also returning three days before the start of the popular Comic-Con convention in San Diego.
Passenger service first came to a halt on April 27 when the Casa Romantica bluff collapsed two weeks after a crack was discovered on the historical landmark’s ocean-view terrace.
San Clemente, which owns Casa Romantica, began working on stabilizing the slope, a project that isn’t expected to be completed any time soon.
“We are talking about a large and very expensive engineering project,” said San Clemente Mayor Chris Duncan. “The city will be deciding on a course of action at next week’s council meeting.”
Transit authorities felt confident enough to resume train service through the south Orange County beach town on Memorial Day weekend, when another slope failure at the site suspended service just 10 days later.
OCTA’s board of directors declared an emergency in June to fast-track construction of the wall.
Only Burlington Northern Santa Fe Railway’s freight lines have been allowed to travel through San Clemente, but at decreased speeds.
Amtrak resumed ferrying passengers on a bus bridge between Irvine and Oceanside.
Prior to the Casa Romantica landslide in April, full passenger service had been suspended for six months while construction crews worked on a $13.7-million project to secure the tracks from the impact of another landslide last September near San Clemente State Beach.
All regularly scheduled train rides returned in April but the tracks were shuttered two weeks later due to the Casa Romantica landslide.
The repeated closures prompted elected officials and transportation leaders to consider long-term solutions, including moving the coastal tracks inland, as San Clemente became the weakest link in the 351-mile Lossan rail corridor that connects San Luis Obispo and San Diego.
Funded by a $5-million state grant, OCTA is undertaking a study that will consider track relocation among several options.
In the meantime, the first phase of a federally-supported sand replenishment project that will, in part, address the stresses to the tracks posed by coastal erosion could begin in San Clemente as soon as November.
Foley said the project boosts her confidence that “protect-in-place” strategies will secure San Clemente’s tracks for the foreseeable future.
“We’ll start to create the buffer on the coastal side,” she said. “We’ll also have the wall between the bluff. We should be able to keep the trains running as we study long-term solutions.”
Watch L.A. Times Today at 7 p.m. on Spectrum News 1 on Channel 1 or live stream on the Spectrum News App. Palos Verdes Peninsula and Orange County viewers can watch on Cox Systems on channel 99.


With global temperatures rising, technologies that can improve energy efficiency of heating and cooling are more important than ever before. The energy use of buildings and transportation vehicles due to lighting, cooling and heating corresponds to about 40% of the world’s annual energy consumption. Windows are the leading source of energy loss for buildings and vehicles. One way to reduce this energy loss is to use smart windows with thermochromic coatings which can spontaneously modulate the solar energy transmission in response to the ambient temperature.
Vanadium dioxide (VO2) is a promising candidate for these coatings due to a stable, rapid, reversible metal-to-insulator transition across a critical temperature. Single crystal VO2 has a transition temperature of 68°C which is too high for practical applications. The goal of my research is to investigate the complex parameter space (such as layer architecture, coating chemistry, deposition condition) of a multilayer multifunctional VO2 coating to lower the transition temperature as close to room temperature as possible, while optimizing the coating optical performance and energy efficiency.
Advisor: Junlan Wang – Mechanical Engineering


The Management team is committed to protecting public health and the environment through effective and efficient collection and treatment of the community's wastewater. Management achieves those objectives by: (1) recognizing that its most valuable asset is its employees, (2) ensuring the safety and health of its employees, (3) being cost effective and fiscally responsible with the management of funds, (4) properly planning for current and future capacity and water quality demand for wastewater service, (5) fairly assessing and collecting user and impact fees that fully cover the cost of operating, maintaining and growing the system and (6) providing excellent customer service.
The finance staff at SBWRD is committed to serving you, our customer. If you have a question or a problem, please feel free to call or e-mail one of our staff. We will respond as soon as possible to address your concerns. Below you can find which of our staff would be most suitable to address the inquiry that you have.
The engineering staff is committed to providing a well-designed and constructed wastewater collection system for our customers. We strive to serve the needs of our customers by establishing and implementing appropriate design and construction standards and specifications, providing timely and efficient reviews and inspections, and maintaining accurate records of the wastewater system.
The treatment staff is responsible for operating the East Canyon and Silver Creek Wastewater Treatment Facilities. These facilities treat the wastewater mechanically, biologically, and chemically so that it can be returned to the adjacent waterways. Operators are responsible for the safe and efficient operation and maintenance of all the equipment associated with this process. These efforts help ensure the health and safety of the people and environment of the Snyderville Basin. Feel free to reach out if you have any questions or want to schedule a tour of one of our facilities..
Our maintenance staff assures our assets are operating at peak levels of service. They are highly trained and skilled operators that clean, repair, protect and construct the collections system. By using closed circuit television, telemetry and other technologies we evaluate each asset’s service level and assign a plan to it. Through continued maintenance, rehabilitation or replacement every asset in the collections system is expected to give the full service life to the community.


Platform containers are available in 20′ or 40′ versions and are characterised by the fact that the floor construction is constructed with a steel frame and softwood floor with a high loading capacity.
Depending on the construction, the end walls are either installed permanently or can be folded and are very stable, as a result of which load securing equipment can be secured and several platform containers can be stacked on top of each other.
- Interior dimensions (L x W x H): 5.98 x 2.23 x 2.25 m
- Empty weight: 2,500 kg
- Max. load: 27,500 kg
- Interior dimensions (L x W x H): 12.01 x 2.23 x 2.25 m
- Empty weight: 5,000 kg
- Max. load: 39,000 kg


In the ever-evolving landscape of construction materials, High-Density Polyethylene (HDPE) sheets have emerged as a versatile and indispensable solution. From industrial applications to environmental projects, the unique properties of HDPE sheets make them a preferred choice across various industries. Let’s delve into the unparalleled advantages and diverse applications that define the prowess of HDPE sheets.
The HDPE Advantage: Unpacking the Properties
1. Lightweight Durability: A Winning Combination
HDPE sheets strike a perfect balance between durability and weight. While being lightweight, they boast exceptional strength and toughness, making them ideal for applications where structural integrity is paramount. This combination simplifies transportation, installation, and ensures long-term reliability.
2. Chemical Resistance: Safeguarding Against Corrosion
One of HDPE’s standout features is its resistance to a wide range of chemicals. From acids to alkalis, HDPE sheets act as a protective barrier, ensuring structural integrity even in corrosive environments. This chemical resilience extends the lifespan of structures and containment systems.
Versatile Applications: HDPE’s Reach Across Industries
1. Geomembrane Liners: Sealing the Foundations of Environmental Protection
HDPE’s impermeability makes it a cornerstone material in the creation of geomembrane liners. These liners act as effective barriers in applications such as landfills, ponds, and reservoirs, preventing seepage and protecting the surrounding environment from contaminants.
2. Construction and Infrastructure: Building for the Future
In the realm of construction, HDPE sheets find extensive use in infrastructure projects. From water supply systems to underground utilities, the versatility of HDPE makes it a go-to material for engineers and architects seeking durable and corrosion-resistant solutions.
3. Agriculture: Nurturing Growth and Sustainability
In agriculture, HDPE sheets play a crucial role in creating water storage and irrigation solutions. Their resistance to chemicals and UV radiation ensures longevity, providing farmers with reliable tools to enhance water management practices and promote sustainable agriculture.
Environmental Impact: The Green Side of HDPE
1. Recyclability: A Commitment to Sustainability
HDPE’s recyclability is a testament to its commitment to environmental sustainability. The ability to recycle and repurpose HDPE sheets aligns with the growing emphasis on circular economies, minimizing waste and contributing to eco-friendly practices.
2. Weather Resistance: Thriving in Diverse Climates
Whether under scorching sun or torrential rain, HDPE sheets demonstrate remarkable weather resistance. This characteristic not only ensures the longevity of structures but also minimizes the need for frequent replacements, reducing the environmental impact associated with material consumption.
Installation Ease: Streamlining Projects with HDPE Sheets
1. Flexibility: Adapting to Varied Environments
HDPE’s flexibility simplifies installation across diverse terrains. Whether contouring to irregular surfaces or accommodating changes in elevation, HDPE sheets offer adaptability that streamlines construction and environmental projects, reducing installation complexities.
2. Weldability: Seamless Integration for Watertight Solutions
The weldability of HDPE sheets facilitates the creation of seamless and watertight joints. This welding capability enhances the integrity of containment systems, ensuring they effectively serve their purpose, whether in preventing leaks in reservoirs or safeguarding against soil contamination in landfill applications.
Innovative Engineering Solutions: Pushing the Limits of HDPE
1. Thermoformed Products: Precision in Shape and Structure
Advancements in thermoforming technology have unlocked new dimensions for HDPE sheets. From intricate shapes to customized components, thermoformed HDPE products find applications in industries requiring precision engineering, such as automotive and aerospace.
2. 3D Printing Advancements: Redefining Prototyping and Production
As 3D printing continues to evolve, HDPE’s compatibility with this technology opens doors to rapid prototyping and cost-effective production. Industries are leveraging 3D-printed HDPE components for custom solutions, creating a paradigm shift in manufacturing flexibility.
Medical and Healthcare Innovations: HDPE in Life-Saving Applications
1. Medical Packaging: Ensuring Sterility and Safety
HDPE’s chemical resistance and inert nature make it an ideal choice for medical packaging. From pharmaceuticals to medical devices, HDPE ensures that the integrity of the contents is preserved, safeguarding the health and well-being of patients.
2. Prosthetics and Orthotics: Merging Comfort with Durability
In the realm of prosthetics and orthotics, HDPE sheets contribute to the creation of lightweight and durable components. The material’s flexibility allows for the customization of devices, ensuring comfort without compromising structural integrity.
Artistic Expressions: HDPE as a Medium for Creativity
1. Sculptures and Installations: Melding Art and Function
Artists and designers are increasingly exploring HDPE as a medium for sculptures and installations. Its versatility, color options, and ease of manipulation make it an intriguing canvas for creative expressions that seamlessly blend art with functionality.
2. Exhibition Booths and Displays: Lightweight Elegance
In the world of events and exhibitions, HDPE sheets shine as an elegant and lightweight material for booth construction and displays. The ease of transport, setup, and customization make HDPE an attractive choice for creating immersive and visually appealing environments.
Sports and Recreation: Enhancing Performance and Safety
1. Playground Structures: Safety Meets Durability
HDPE’s durability and resistance to weathering make it a preferred material for playground structures. From slides to climbing equipment, HDPE ensures that children can play safely in structures that withstand the test of time and environmental exposure.
2. Sporting Goods: Light on Weight, Heavy on Performance
Sporting equipment, from kayak hulls to skateboard ramps, benefits from HDPE’s lightweight yet robust characteristics. Athletes appreciate the balance of performance and durability, contributing to the popularity of HDPE in the design and construction of various sports-related products.
Future Frontiers: The Evolution of HDPE Technology
1. Nanocomposite HDPE: Enhancing Mechanical Properties
Research into nanocomposite HDPE holds promise for enhancing its mechanical properties. By incorporating nanomaterials, such as carbon nanotubes or graphene, into the HDPE matrix, researchers aim to further strengthen the material for advanced applications in aerospace, automotive, and construction.
2. Smart HDPE: Integrating Technology for Functionality
The concept of smart materials extends to HDPE, with ongoing research exploring the integration of sensors and other technologies. Smart HDPE could find applications in structural health monitoring, providing real-time data on the condition and integrity of various constructions.
Conclusion: HDPE’s Evolution – A Journey of Innovation
In conclusion, High-Density Polyethylene (HDPE) sheets have transcended conventional boundaries, evolving into a material that not only meets industrial needs but also pioneers innovation in diverse sectors. From cutting-edge engineering solutions to artistic expressions and medical advancements, the journey of HDPE continues to unfold.


Cement Market Competitive Landscape, Business Opportunities, and Industry Size
Growing use of energy efficient technologies, high demand for residential properties due to growing urbanization, improving economic condition of developing countries like China and India, and increasing household income are documented as the major factors of Cement Market that are estimated to enhance the growth in the years to come. The Global Cement Market is estimated to grow at a significant CAGR over the forecast period as the scope and its applications are rising enormously across the globe. Cement is termed as a fine mineral powder mass-produced with utmost precision. It is a main component of concrete and high-quality construction material exclusively used in construction projects across the globe. It is made using a mixture of clay and limestone, later heated at temperature of around 1,450
Growing use of energy efficient technologies, high demand for residential properties due to growing urbanization, improving economic condition of developing countries like China and India, and increasing household income are documented as the major factors of Cement Market that are estimated to enhance the growth in the years to come. Cement Market is segmented based on product type, end user, and region.
Aluminous cement, hydraulic cement, white Portland, Portland cement, cement clinkers, and the other product types could be explored in cement market in the forecast period. The Portland cement sector accounted for the substantial market share of Cement and is estimated to lead the overall market in the coming years. This may be because of high demand for Portland cement in construction sector.
The market may be categorized based on end users like non-residential, infrastructure, residential, and others could be explored in Cement in the forecast period. Residential sector accounted for the substantial market share of Cement and is estimated to continue its dominance in the coming years. This could be because of growing population and growth in investment for new residential projects, growing multi-family housing projects, and urban migration mainly in developing economies like MEA and APAC.
Globally, Asia Pacific accounted for the substantial market share of Cement and is estimated to lead the overall market in the years to come. The reason behind the overall market growth could be rising demand for cement from emerging countries like India and China, growing population, rising income levels, government initiatives to help the private sector industries thrive in the industry, and rapid urbanization promote residential construction.
Instead, Europe and North America are also estimated to have a positive influence on the future growth. Europe is the second largest region with significant market share. In addition, it is estimated to grow at the highest CAGR in the foremost period. In terms of revenue, North America is estimated to grow at the fastest pace in future. Canada and the United States are the major consumers of Cement in this region.
The key players of Cement Market are LafargeHolcim, Anhui Conch Cement, HeidelbergCement, CEMEX, CNBM International, UltraTech Cement, EUROCEMENT, TAIHEIYO CEMENT, CIMPOR, China Tianrui Group Cement, Buzzi Unicem, and Dalmia Bharat. These players are concentrating on inorganic growth to sustain themselves amidst fierce competition.
Firma: Million Insights
Ansprechpartner: Tom Clark
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Using decorative concrete for interior applications has become quite common for businesess and homes. There are many applications that can give an interior room or space a unique look you cannot acheive with any other building material.
Concrete impressions can be created by a custom floor from either thin stamped concrete overlays that mimic the authentic look of stone, brick and slate to splatter texture finishes that create an elegant but useful non-slip finish for resurfacing concrete. Concrete stain now comes in a wide range of colours and surface treatments which not only improve the appeal of precast concrete and concrete slabs but can be art in its own right.
Interior flooring are ideal for remodeling and redesigning but the aesthetic appeal of plain, gray concrete or wood sub-flooring can be transformed into appealing surfaces. Interior flooring systems can also act as the restoration underlayment for levelling of the surface as well as providing the finished flooring surface. This level of versatility is just another benefit.
One of the hottest trends in kitchens today are highly versatile and handcrafted custom concrete countertops that can fit the design of any home. Other new trends include concrete fireplaces, tables and benches.
Acid Concrete Stain
Acid Stain is not a coating or paint agent but a coloring process involving a chemical reaction on a cementitious material. A solution made with acid water and inorganic salts reacts with minerals already contained in the concrete, the result of this reaction is color. It functions perfectly on new or old concrete. Acid Stain is very durable if properly protected with sealer or wax, also it can be used on both interiors and exteriors.
If you're looking for an absolutely unique and natural surface that is your best bet is a troweled overlay. Unlike a stamped overlay, the troweled overaly is made with a trowel to develop a variety of effects and by getting on hands and knees. This is a more artistic kind of concrete refinishing and demands a bit of ability to accurately implement. The troweled concrete can be stamped, stained and or given an epoxy coating.
Stamped concrete is a technique used to give new concrete the feel and look of natural stone, rocks, bricks or cracked mud. Stamped Concrete is usually installed as an alternative to plain concrete and because of the high cost of natural stone or brick. New technologies have brought together new colours that aren't only more natural looking but also keep their original appearance, together with many new texture alternatives.
Stencils offer endless customisation for a one of a kind entrance way, pool patio or company floor. When refinishing concrete flooring, countertops or vertical surfaces try a distinguishing monogram or geometrical design, your imagination is the limit. Cover the whole surface with an epoxy coating make it shine and to protect the design and then finish it with a stenciled decorative border.
There are many concrete resurfacing alternatives for old, cracked, chipped or concrete that is faded. Improved and new repair products are being introduced daily. Most cracks are treated or repaired by opening the crack and then injecting a polymer compound thru the slab bonding it and sealing it up to keep out water. Resurfacing can repar chips and flaking and has the added advantage or levelling the concrete.
Polished concrete has long been a functional flooring surface for manufacturing plants and industrial buildings. But as the techniques to polish concrete became easier, the products became more eco-friendly and the ease of maintenance became more widely understood, home and business owners alike started turning to polished concrete floors for an alternative to the drab, gray concrete slab.


Prismo Gulf Est. was established in 1974 and has been a major contractor for road and bridge maintenance, street rehabilitation and supply and erection of road safety furniture. With a vast experience of more than 35 years, the company has successfully executed numerous roads marking contracts, bridge jointing systems and supplied and erected safety street furniture in the United Arab Emirates as well as other countries namely, the Sultanate of Oman, the State of Qatar, Republic of Yemen and Djibouti.
Prismo Gulf Est. offers the following products and services such as Thermoplastic Road Markings, Profiled and Structured Markings, Asphaltic Plug Bridge Expansion Joints, Joint and Crack Sealants, Guardrail Reflectors, Spray grip and Anti-Skid Surfacing, Reflective Road Studs, Ceramic Markers, Roadside Delineators, Paint and Airport Rubber Removal and also Special Surface Coating Systems.


SUMMIT sneezeguards are made of safe, shatter-resistant polycarbonate, with a modern design and solid construction. Sneezeguards fit the following models: SCF680, SCF940, SCF1080, SCF1310, SCF1480, SCF1710
- Shatter resistant polycarbonate construction
- Made in USA
- Stainless steel anchors and screws
- Ships fully assembled
Professional delivery and installation is available for every product we sell. We would be happy to coordinate delivery and installation for you.


Our Digital Orthomosaic service delivers a bird’s-eye view of your project area with unparalleled precision. We capture high-resolution imagery and georeference it, creating a seamless, detailed map of your site. This comprehensive overview serves as a valuable foundation for project planning and execution. Whether you’re in construction, agriculture, or environmental monitoring, our Digital Orthomosaic is a management vital tool.
2D and 3D Digital Terrain Models
PSAH Drone Services goes beyond imagery. Our 2D and 3D Digital Terrain Models provide in-depth terrain analysis to help understand the topography of your site with survey grade accuracy. Analyse slopes, contours, and elevation changes to inform critical project decisions. Whether you’re designing infrastructure, optimising land use, or planning excavation, our terrain models give you the insights you need.
Accurate elevation data is essential for various industries, from urban planning to flood risk assessment. PSAH Drone Services offers Elevation Models in convenient GIS data sets. Access precise elevation data that is crucial for accurate planning and execution. Make data-driven decisions that enhance project outcomes.
What Is a Drone Survey?
A Drone Survey involves the use of state-of-the-art drones equipped with advanced sensors, such as LIDAR payloads, RGB, or multispectral cameras. These drones capture comprehensive data by photographing the ground from various angles, with each image tagged with precise coordinates. Our photogrammetry software processes this data to create geo-referenced orthomosaics, 3D models, and elevation models. This information allows us to extract volumetric measurements and high-accuracy distances.
Advantages of Drone Surveying and Aerial Mapping
- Accurate and Reliable Data: A single drone flight can produce thousands of measurements, each containing 3D geo-data in formats like point clouds, DTM, contour lines, DSM, and orthomosaics.
- Expedited Data Collection: Aerial surveying drones efficiently capture large amounts of survey imagery and data, making them ideal for complex projects and quantity reporting.
- Access to Inaccessible Areas: Drones can access areas that are typically unreachable, such as steep slopes or harsh terrains unsuitable for traditional methods.
- Efficient Progress Monitoring: Drones enable remote project progress monitoring, enhancing efficiency and safety.
Precision and Accuracy
We pride ourselves on delivering survey grade GIS outputs with centimetre-level accuracy. Our high-resolution maps and survey data typically have a resolution between 1-3 centimetres per pixel (1-3cm GSD). The 3D terrain models we generate, including Digital Surface Models (DSM) and Digital Terrain Models (DTM), offer horizontal accuracy of approximately 50mm and vertical accuracy ranging from 50-80mm.


Watkins is your valuable resource for installing Western Red Cedar Shake and Shingles
For 75 years, CCA preservative has provided proven protection from termites and fungal decay for wood used in applications such as cedar roofing, utility, highway, marine, agricultural and heavy construction. The formulation renders wood useless as a food substance for termites and fungi while keeping the wood attractive, clean, odorless, and non-staining. CCA treated wood is known worldwide as being a strong, resilient, versatile and economical material.
- CCA preservative is listed in the American Wood Protection Association (AWPA) Standards.
When should I chose a pressure treated roof?
Western Red Cedar is already a material naturally resistant to decay and that is why it has always been so popular as a roofing material, however, in some extreme climates it is necessary to boost that natural resistance. CCA pressure treated Shake and Shingles are designed for extremely wet & shaded, or tropical climates where building materials require an increased resistance to fungal decay and also in many southern geographic locations where termites are present.
Watkins preservative treated wood offers, easy handling and modification, long life, and low cost. Common tools can be used for construction and repair and when used as recommended in approved applications, CCA-treated wood provides decades of service, and in some harsh climates can even double the life of the roof.
Wolmanized CCA Preservative
Western Wood Preservers Ltd. uses Lonza's long proven wood protection preservative. This formulation has been used for decades and continues to be the most effective product for anti fungal and termite protection.


In recent years, Steve has worked on projects mapping groundwater bodies, using modern geophysics, modelling and pumping tests. Also working with sustainable abstraction and estimating climate change impact in Denmark and in in Eastern Europe.
Steve has +25 years of management and project experience including groundwater, environmental and wastewater issues, i.e. groundwater control and management of potable water catchments, groundwater resources management, protection and remediation, as well as water and wastewater treatment. In addition to this, Steve has been involved in several projects regarding public administration and resourcing of municipal services. He has worked 7 years for the County of Fyn as an administrator of the county water resources in relation to implementing the Water Framework Directive, including the development of a methodology to characterise groundwater bodies as good or bad.
Since the late 80s, Steve has gained a thorough experience in the complete consultancy cycle from initial fact-finding studies to the complete finalisation of studies and implementation of projects related to groundwater resources investigations and soil and groundwater pollution investigations.
Steve has been project manager on many projects, concerning mapping of the Danish groundwater resources for the Danish Ministry of the Environment in connection with WFD implementation and similar mapping of aggregates (sand, gravel and stone) for the regional development of raw materials.
- Groundwater resources investigation and future protection of the resources
- Mapping of geology, hydrogeology, hydrochemistry, geophysics, integrated hydrological modelling and visualisation in 3D as well as identifying vulnerable areas where "action plans" should be adopted
- Hydrogeological and geophysical investigations
- Computer modelling of the complete hydrological cycle (MikeShe) Pollution investigations in landfills and in polluted industrial sites Water supply structure
- Geological description, drilling methods, tender preparation, drilling supervision
- Planning, design, execution and interpretation of pumping tests and other hydraulic tests Geophysical methods and surveys
- Use of groundwater models in assessment of aquifers, safe yield, groundwater lowering
- Environmental Impact Assessments and Social Impact Assessments
- Risk assessments on contaminated sites and landfills
- Assessment of leachate quantity and quality and water balance (and gas) for/from landfills
- Technical assistance for implementation of Flood Risk Management Plan for Odense Fjord
- Implementation of AQUIS Kerteminde Water Supply Kerteminde Forsyning - Vand A/S, Denmark
- Technical Assistance for strengthening the institutional capacities for approximation and implementation of environmental legislation in the area of water management EuropeAid/132108/D/SER/MK, fyROM
- Environmental Impact Assessment for the TBT (Thomas B. Thriges gade) project in Odense.
- Groundwater vulnerability mapping Odense Vest
- Social Impact Desktop Study, Kvanefjeld project, Greenland
- (Pre) Environmental Impact Assessment, ISUA Mountain, Greenland
- Assistance to the privatization of Bucharest Water and Sanitation, Romania
- Waste management in Bulgaria Vratza-Mestra region, Bulgaria
- Improvement of groundwater supply situation and identification of groundwater protection zones for well fields in Pleven, Bulgaria


Mid-Scotland and Fife MSP Murdo Fraser has called on the Cabinet Secretary for Infrastructure, Keith Brown, to clarify an answer he gave suggesting roads linking the new Queensferry crossing were not complete in time for its intended opening in December.
The Scottish Conservative MSP asked Keith Brown whether the road surfaces adjoining the new bridge, both north and south, were ready in time for the planned opening in December. The Cabinet Secretary refused to answer directly simply stating that;
“The adjoining road surfaces connecting the Queensferry Crossing both south and north of the bridge will be completed in time for the Queensferry Crossing’s original contractual completion date of June 2017 and well ahead of the estimated opening to traffic of mid-July – end of August 2017.”
Anyone travelling over the Forth Road Bridge in recent weeks and months could see that the adjoining road surfaces were clearly not ready for traffic in December.
Commenting Murdo Fraser MSP said:
“Bad weather has been blamed for delays in opening the Queensferry Crossing, but anyone travelling over the current bridge could see that road surfaces connecting the new bridge were not complete in time for December.
“Failure to lay tarmac on time surely cannot be blamed on the bad weather bogeyman.
“Something else must be at play and the Scottish Government’s evasive answer clearly suggests that road surfaces were not ready for the new bridge’s aborted opening date at the turn of the year.
“The Scottish Government must come clean and tell the public exactly what has gone on regarding construction delays on the new bridge.”


ARCHITECTURAL STUDY – CONSTRUCTION – SUPERVISION BY ANAKTAE
The comprehensive architectural study concerns the addition of a floor on an existing single-storey house in the Acropolis area and the renovation of the structure so that the dwelling becomes more functional without losing its neoclassical morphology on the outside as well as the inside.
The owners requested a radical renovation of the entire structure in order to transform the property into a functional family home without losing its neoclassical charm.
During the process it was revealed that the structure was severely damaged, the house had suffered severe damage throughout the years. It was decided to a large portion of the property to be demolished solely entire layout from the beginning which now revolved around a new solid oak staircase, a design element dictated by the property’s neoclassical character.
The principle construction materials used were warm wood, sleek marble and old fashioned concrete tiles with traditional hand-painted patterns that all came together in a clean, illuminated interior landscape with a beautiful Acropolis view.
All decorative elements including plaster ornaments and pinched decorations on the facades were reproduced according to the existing ones, after thorough analysis.
Existing building: 185 m2
Addition: 125 m2
Total area: 310 m2 in three levels
Basement: 110 m2
Ground floor: 110 m2
First floor: 90 m2


Buildings generate nearly 40% of annual CO2 emissions.  Despite being the #1 contributor to greenhouse and carbon emissions, the built environment is often overlooked as a significant contributor. In this segment of The Great Repricing, Jeff speaks with John Williams of Autocase about streamlining the decarbonization of the built environment by using cloud-based computing to automate lifecycle costs, carbon analysis, and cost benefits for specific buildings.
What historically took months and thousands of dollars to measure can now be automated at a fraction of the cost through Autocase’s software. This scientific process allows for more transparency and better building design to reach net-zero commitments and address society’s need for healthier living spaces along with commercial resilience. https://globalabc.org/resources/publications/2021-global-status-report-buildings-and-construction


Lund University was founded in 1666 and is repeatedly ranked among the world’s top 100 universities. The University has 40 000 students and 7 400 staff based in Lund, Helsingborg and Malmö. We are united in our efforts to understand, explain and improve our world and the human condition.
LTH forms the Faculty of Engineering at Lund University, with approximately 9 000 students. The research carried out at LTH is of a high international standard and we are continuously developing our teaching methods and adapting our courses to current needs.
Structural engineering deals with the principles and methods for the design and detailing of load-bearing structures. The objective in design is to create structures with adequate safety and serviceability under the influence of relevant loads and actions during the intended service life of the structure. The core of the subject considers the performance and design of concrete, masonry, steel and timber structures. Another important aspect is structural reliability; a systematic approach for considering risks and uncertainties in design to ensure structural components and systems perform as intended with a sufficient degree of safety against failure, damage or loss of functionality. A primary aim for research activities is that they should be driven by the development of rational and competitive systems for practical construction practices. Research areas currently focussed on include:
- Risk/reliability based methods for engineered structures and systems
- Timber and concrete structures subjected to climate loads and deterioration
- Renovation and climate adaptation of buildings.
The aim of the PhD project is to develop new knowledge for assessing the required level of maintenance and renovation of clay brick facades in a rational way, with focus on repointing of the mortar joints. The project’s main objectives include:
- Investigating the influence of the material properties (of bricks and mortar) as well as craftsmanship on the long term durability of masonry.
- Assessing the effect of bond between bricks and mortar and its importance for moisture uptake as well as water penetration from wind driven rain.
- Evaluating the extent to which erosion and cracking in the mortar joints and clay bricks may induce increased uptake of water/moisture in masonry.
The knowledge generated by the project will be used to develop recommendations concerning the design and choice of masonry components, including craftsmanship methods, for repointing as well as to evaluate the residual service life of masonry from a durability perspective.
Furthermore, the project should contribute to the evaluation and development of practical investigation methods to assess the technical condition and durability of masonry with focus on aspects such as the strength of mortar joints, the bond between bricks and mortar joints as well as the influence of cracks and mortar joint erosion for uptake of water.
In addition, the project should contribute to the evaluation and dissemination of improved repointing methods with respect to building technology, craftsmanship and working environment issues. The project will also provide input to the building materials industry to develop repointing mortars with more limited environmental (CO2) footprint.
The objectives of the project must be addressed from a materials technology, environmental, economics and craftsmanship point of view. This requires an interdisciplinary approach involving expertise from structural engineering, materials science, as well as practical construction and preservation of masonry buildings. The work in the project will combine modelling with extensive experimental verification.
Supervision of the PhD project will be provided by the Division of Structural Engineering at Lund University in collaboration with project partners from the Division of Building Materials, the Swedish National Heritage Board as well as industry representatives.
The main duties of doctoral students are to devote themselves to their research studies which includes participating in research projects and third cycle courses. The work duties will also include teaching and other departmental duties (no more than 20%). Exemples of courses where the doctoral student might be expected to be involved as a teaching assistant are Structural Engineering VBKF15, Building Systems VBKF01, Concrete Structures VBKN05, Steel Structures VBKN15.
A person meets the general admission requirements for third-cycle courses and study programmes if he or she has:
- been awarded a second-cycle qualification, or
- satisfied the requirements for courses comprising at least 240 credits of which at least 60 credits were awarded in the second cycle, or
- acquired substantially equivalent knowledge in some other way in Sweden or abroad.
A person meets the specific admission requirements if he or she has:
- at least 90 credits in subjects of relevance to the field of structural engineering including at least 60 second-cycle credits and a second-cycle degree project of at least 30 credits in the field of structural engineering, or
- a second-cycle degree in a relevant field.
Excellent oral and written proficiency in English.
Selection for third-cycle studies is based on the student’s potential to profit from such studies. The assessment of potential is made primarily on the basis of academic results from the first and second cycle. Special attention is paid to the following:
- Knowledge and skills relevant to the thesis project and the subject of study; the following are highlighted as being especially relevant: a. Design of concrete and/or masonry structures, b. Moisture transport in materials, c. Durability of building materials, d. Assessment of existing Buildings
- An assessment of ability to work independently and to formulate and tackle research problems.
- Written and oral communication skills.
- Other experience relevant to the third-cycle studies, e.g. professional experience.
As the project involves experimental work, is experience from laboratory work, practical model construction or handicraft seen as a merit.
Other assessment criteria:
A basic understanding of Swedish is preferable. If lacking, the candidate is expected to learn Swedish during the first two years.
Consideration will also be given to good collaborative skills, drive and independence, and how the applicant, through his or her experience and skills, is deemed to have the abilities necessary for successfully completing the third cycle programme.
Terms of employment
Only those admitted to third cycle studies may be appointed to a doctoral studentship. Third cycle studies at LTH consist of full-time studies for 4 years. A doctoral studentship is a fixed-term employment of a maximum of 5 years (including 20% departmental duties). Doctoral studentships are regulated in the Higher Education Ordinance (1993:100), chapter 5, 1-7 §§.
Instructions on how to apply
Applications shall be written in English and include a cover letter stating the reasons why you are interested in the position and in what way the research project corresponds to your interests and educational background. The application must also contain a CV, degree certificate or equivalent, and other documents you wish to be considered (grade transcripts, contact information for your references, letters of recommendation, etc.).


TESDA Provincial Training Center of Apayao (PTC-Apayao) started filling-in soil into the ground level of the bigger PTC-Building to elevate and level its grounds.
Through the coordination of TESDA PTC-Apayao to the Local Government Unit (LGU) of Conner. The LGU of Conner provided an Heavy Equipment Operator and a Heavy Equipment Vehicle preferably “Loader” to be used in removing the mound infront of the PTC- Apayao building and used as a backfill to the ground level of the bigger building.
This is one of the top priority of TESDA PTC-Apayao in the refurbishment of the building.
After the backfilling, TESDA PTC-Apayao staff and personnel spread the soil and started compacting the soil


Ask Joe: Can Sparks traffic signals be synchronized?
From the Ask Joe file, a question about traffic signals and back-ups.
One of our viewers wrote in asking what can be done to better synchronize the traffic signals at several intersections in Sparks. He says he drives through one intersection only to have to stop and wait at the next light.
The intersections our viewer says he is especially concerned about are along Pyramid Way at York, Roberta and McCarran.
I checked with Joe Harrington at the Regional Transportation Commission about this. He says it's important to keep in mind the signals are timed differently throughout the day to accommodate different traffic volumes.
Those traffic volumes have been fluctuating a lot lately because of all the construction work going on at Pyramid and McCarran, where the entire intersection is being rebuilt.
Harrington also says those intersections rely on cameras to time the traffic, but that will change when the intersection is rebuilt. They will be installing underground sensors as part of that Pyramid-Mccarran project, and the sensors are much more accurate and reliable than the traffic cameras.
So there is some help on the horizon to get traffic running a little more smoothly. It's all part of the big picture at that Pyramid and McCarran intersection.


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Our range of Mild Steel Galvanized Pipes is available as per drawing and expansion as per required size & length. There are heat treatment, galvanizing, machining, etc.
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For Design/Build services the owner/client has only one contract with a single point of responsibility, that being BRICS. This collaborative approach integrates the expertise of the architect, engineer, and BRICS team from the beginning creating a leaner, cleaner project. Using this method, we design project cost controls into the plans, use materials and technology efficiently and effectively to lower costs, shorten schedules, and reduce waste—never compromising quality.
HIGHER QUALITY PROJECTS
Design-build outperforms traditional delivery in categories such as: startup, callbacks, operations & maintenance, exterior, interior, environment and equipment.
MINIMIZES OWNER RISK
Owners chose design-build to reduce their risk.
Design-build projects complete faster. The ability to effectively fast-track projects is one key reason Owners use design-build.
Design-build projects save in cost compared to traditional design-bid-build.
What is Design Build?
Design-build is a method of project delivery in which one entity – BRICS Contracting – works under a single contract with the project owner to provide design and construction services. One entity, one contract, one unified flow of work from initial concept through completion. Design-build is also known as design/construct.
Across the country and around the world, design-build successfully delivers office buildings, schools, stadiums, transportation and water infrastructure projects with superior results. Design-build is an alternative to design-bid-build. Under the latter approach, design and construction are split – separate entities, separate contracts, separate work. Over the past 15 years, use of design-build has greatly accelerated in the United States, making this delivery method one of the most significant trends in design and construction today.
The Design-Build Advantage:
Faster Delivery — collaborative project management means work is completed faster with fewer problems.
- Cost Savings — BRICS Contracting’s integrated team is geared toward efficiency and innovation.
- Better Quality — BRICS Contracting meets performance needs, not minimum design requirements, often developing innovations to deliver a better project than initially imagined.
- Singular Responsibility — one entity is held accountable for cost, schedule and performance.
- Decreased Administrative Burden — owners can focus on the project rather than managing disparate contracts.
- Reduced Risk — the design-build team assumes additional risk.
- Reduced Litigation Claims — by closing warranty gaps owners virtually eliminate litigation claims.
About This Process
Design-build streamlines project delivery through a single contract between the owner and the BRICS design-build team. This simple but fundamental difference saves money and time by transforming the relationship between designers, engineers, subcontractors and BRICS Contracting into an alliance which fosters collaboration and teamwork. United from the outset of every project, an integrated team readily incorporates solutions to your project.


As one of the busiest airports in the country, Chhatrapati Shivaji Maharaj International Airport (CSMIA) prides itself for carrying out safe, efficient and seamless runway operations, owing to carefully planned and executed runway maintenance work all through the year. Thus, in order to continue with its superior airport operations, CSMIA has planned a runway closure on Tuesday, 18th October, 2022, from 1100 hrs to 1700 hrs, for repair & maintenance work on both its runways – RWY 14/32 & 09/27. As part of its post monsoon preventive maintenance of runway intersection, major work like runway edge lights for runway 14/32, upgradation of AGL (Aeronautical ground lights ), among other major tasks will be undertaken. With more than 800 flights landing and taking off each day, this yearly practice of runway maintenance post monsoons is part of the series of activities undertaken with precision and meticulous efforts ensuring operational continuity and passenger safety, thus bringing to life the vision of imbibing passenger first approach at the core of our operations. CSMIA in cooperation with airline customers, and other key stakeholders have effectively rescheduled flights to ensure smooth completion of the maintenance. CSMIA looks forward to the cooperation & support by passengers.


How are projects managed in France?
Property development and refurbishment in France is carried out by a number of different actors and their roles are not always clear.
The Developer finances and manages the property project from A to Z, setting up the design and construction team, dealing with administrative approvals, production of specifications and plans, works management, handover, financial management. He guarantees the result through a development contract or forward funding agreement but takes a profit as reward for the risk involved.
The Maitre d’Ouvrage Délégué (or ‘MOD’), is a construction professional (Developer or Project Manager) to whom the client delegates power and responsibility to organise and deliver the design and construction and who offers varying levels of guarantee of the cost and timetable objectives.
An alternative route is the Design and Build Contractor (“Contractant Général”)– more than a general contractor but less than a developer. This type of contractor provides a turn-key service – he not only carries out the works but also deals with the design and often the statutory permissions upstream of the works phase.
The choice of procurement route is critical and needs careful analysis and advice. Once the chosen route is adopted it is essential to closely monitor progress even when the developer or MOD guarantee the outcome. This is where Turnbull Associés professional know-how and experience will allow you to stay on top of the project.