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New York Codes Rules Regulations (Last Updated: March 27,2024) |
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TITLE 16. Department of Public Service |
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Appendices |
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Appendix 7-F. |
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FORM A STATE OF NEW YORK PUBLIC SERVICE COMMISSION * * * REPORT OF SPECIFICATIONS OF PROPOSED CONSTRUCTION of LIQUID PETROLEUM PIPELINE TO DE SUBJECTED TO PRESSURE 16 NYCRR 258.4 (a) (Submitted in Triplicate) * * * Corporation Date __ Route: From To New Construction Reconstruction Counties traversed Towns traversed Cities traversed Incorporated villages traversed Estimated date: Start of construction Completion of construction Identity of line (corporation name or number) * * * Required filing: The following maps, sketches, and drawings shall be filed with and as a part of this report: (a) Three sets of current U. S. Geological Survey Maps (7½ or 15-minute) sufficient to show the entire route of the proposed construction or reconstruction and an area of one mile on either side of the route. The route of the construction or reconstruction shall be clearly indicated thereon. (b) Three sets of strip maps and design drawings showing details of the proposed construction or reconstruction. * * * Note: Where more than one construction type design factor is used, the specifications relative to each shall be separately listed. Where necessary, supply the requested information on attached sheets identified by the Roman numeral, number, and letter designation of the item on this form. * * * (I) General (I) ( 1) Length (I) ( 2) Nominal outside diameter, "D," inches (I) ( 3) Nominal wall thickness, "t," inches (I) ( 4) Type and/or grade of pipe (I) ( 5) Manufacturer of steel (I) ( 6) Manufacturer of pipe (I) ( 7) Type of longitudinal joint (I) ( 8) Specified minimum yield strength, psig (I) ( 9) Nominal ultimate strength, psig (I) (10) Is pipe new or used (I) (11) If used pipe is employed, describe the inspection and reconditioning (I) (12) Mill test pressure, psig (I) (13) Certified maximum operating pressure, psig (I) (14) Calculated pipe stress (hoop stress) psig Where PD = stress 2t (I) (15) Ratio of pipe stress to yield strength, percent (I) (16) Check of pipe specifications: (I) (a) Are the physical and chemical specifications of pipe to be verified by outside laboratories? (I) (b) By whom? (I) (17) (a) By location, what percentage of the welds are to be radiographed? (I) (b) By whom? (II) Fabrication (see 16 NYCRR 258.7) What inspection procedures will be followed for detection of gouges, grooves, and dents for: (a) Factory coated pipe (b) Field coated pipe (III) Railroad, road, and water crossings (see 16 NYCRR 258.5) (III) (1) Railroad crossings (III) (a) List, giving location (III) (b) Indicate whether cased or not; if not cased, provide basis (III) (2) Road crossings (III) (a) List, giving location (III) (b) Indicate whether cased or not (III) (c) Indicate if heavier wall carrier pipe is used (III) (3) Lake, river, stream, or creek crossings (III) (a) List, giving location (III) (b) Describe any special construction precautions to be followed (III) (4) Pipeline encroachments (III) (a) List any encroachments to railroads, by location (III) (b) List any encroachments to roads, in which special construction precautions will be employed; identify by location (IV) Valves (see 16 NYCRR 258.12) (IV) (1) Manual valves (IV) (a) Number of sectionalizing valves (IV) (b) Spacing of sectionalizing valves (IV) (2) Type, make, and location of any automatic valves to be used (V) Minimum cover and clearance (see 16 NYCRR 258.6) If minimum prescribed cover and clearance cannot be maintained, indicate location, nature of problem, and cover or clearance to be employed, plus special precautions to be observed. (VI) Corrosion control (see 16 NYCRR 258.10) (VI) (1) Type of field coating: (VI) (a) For pipe (if not factory coated) (VI) (b) For girth welds and fittings (VI) (2) Type of test of coating before backfill (VI) (3) Type of test of coating after backfill (VI) (4) Proposed cathodic protection  |