This document pertains to a property located at 12782 Nemo Road, Nemo, South Dakota, with the Parcel ID 10000-00305-270-10. The land spans an area of 3.09 acres and is classified as residential. The current owner, Casey J. Keough, is based at PO Box 92, Nemo, SD. The brief tax description indicates that the property is Lot 2, a subdivision of Lot A, as noted in a specific plat reference. The document was created on May 31, 2024, with the last data upload occurring the day prior. It also includes a simple graphical overview of the area, highlighting the parcel alongside local zoning classifications such as commercial, residential, and open space. Though primarily focused on property records, the document may serve as relevant information for prospective proposals or grants concerning land use, zoning, or development initiatives within Lawrence County, highlighting the local government's capacity for issuing RFPs or grants in relation to real estate and community development.

The document pertains to the Keough Residence and its geographical context, specifically referencing the nearby Nemo Cemetery. The visual representation provided indicates the Keough Property's boundaries and its proximity to the cemetery, illustrated on a map with a scale of 900 feet. The imagery appears to be licensed from Airbus, suggesting it may serve for planning or assessment purposes relevant to the state or local government projects. This document likely functions as a preliminary report or an informational resource pertaining to potential federal or state grants and RFPs related to land use, preservation, or development initiatives in the area surrounding the Keough Residence. The concise details focus on location and spatial relationships, supporting planning efforts and regulatory compliance in future environmental or cultural resource assessments.

The document provides details about a planned new well site that will connect to existing infrastructure at a specified location. It identifies the presence of a 1-inch diameter high-density poly pipeline and an electrical power line, both to be installed at a depth of 5.5 to 6 feet. The locations of existing facilities, including the RW-13 well and associated pipelines, are indicated as approximate, based on the best available information. The presented information is likely part of an environmental or utility management project, which could be relevant for federal and state grants, RFPs, or local initiatives aimed at infrastructure development and resource management.

The file outlines the Statement of Work (SOW) for a project involving the construction, development, testing, and disinfection of a domestic water well at Black Hills National Forest, South Dakota. Key responsibilities include drilling a well approximately 170 feet deep, installing well casing and a submersible pump, conducting a pumping test to ensure a minimum production rate of 8 gallons per minute, and installing a 1.5-inch HDPE waterline connecting to existing systems. The contractor must adhere to South Dakota well construction standards and provide verification of licensing. The SOW details various sections covering general requirements, site work (including clearing, excavation, and water distribution), equipment specifications, and electrical considerations. Site conditions specify an elevation of about 4,615 feet, with potential challenges from winter weather and rocky soil. A critical aspect involves an accident prevention program ensuring safety measures for the workforce and surrounding environment. Permits required for construction activities must be obtained, and project guidelines include protocols for meals, lodging, and environmental preservation. This document is part of federal and state RFPs aimed at enhancing public utility infrastructure, emphasizing compliance, safety, and environmental protection.

The document outlines specifications for domestic water piping installation, detailing materials, fittings, and construction methods. It includes provisions for various piping materials, such as copper, ductile iron, galvanized steel, stainless steel, CPVC, PEX, and polypropylene (PP-R), aligning with relevant standards such as ASTM and AWWA. Important aspects covered are the types and grades of materials, warranty conditions, and sustainable design submissions. The document emphasizes the need for non-disruption of existing water services and requires proper coordination across trades using drawings or BIM models. Installation guidelines include specific requirements for piping applications, assembly methods for joints, and compliance with safety and quality standards. Noteworthy procedures involve using proper methods for soldering, brazing, and solvent cementing. The document’s structure is organized into sections detailing material specifications, installation methods, and product submissions, targeting compliance with federal and state regulations for public facility construction and renovations. Overall, the guidelines reflect best practices for ensuring reliable and safe domestic water systems in governmental projects.

The document outlines specifications for earth moving operations, detailing the processes of excavation, grading, backfilling, and related activities necessary for site preparation. Key elements include the types of excavation, such as rough grading and trenching for utilities, as well as requirements for drainage courses and subbase materials. It emphasizes the adherence to safety protocols, including utility location before excavation and proper handling of adjacent properties. The document delineates various classifications for materials, methods of compaction, and quality assurance through required testing and documentation. It also discusses preparation measures to protect existing structures and ecosystems, including tree and plant protection during construction. Dewatering systems and provisions for unauthorized excavations are highlighted, ensuring compliance with regulations and standards. The comprehensive specifications aim to guide contractors in executing earth moving tasks efficiently while ensuring safety, environmental protection, and regulatory adherence. This framework is critical for governmental RFPs and grants, where precise adherence to standards and best practices is mandatory for successful project execution and funding compliance.

The document outlines specifications for constructing potable water supply wells, focusing on materials, installation procedures, and quality assurance requirements. It includes components like well casings, grout, water well screens, and various well pumps (jet, line-shaft, and submersible). The project also details allowances for costs related to installation and unit pricing for adjustments based on well depth variations. Key procedures include the selection of appropriate casings and materials, installation standards that adhere to AWWA guidelines, and testing for quality control. Contractors must submit detailed product data and installation plans, as well as maintain rigorous testing protocols to verify water quality and well performance, ensuring compliance with regulations. Preparation and installation steps emphasize the need for precise drilling methods, maintaining well integrity, and preventing contamination, while field quality control measures necessitate thorough testing and disinfecting of wells before use. This document serves as a guideline for contractors engaged in local, state, or federal projects related to water supply, aiming to ensure safe, reliable drinking water systems through adherence to defined standards and practices.