36C10F19R0010-0004080.pdf

GREAT LAKES NATIONAL CEMETERY PROJECT NO. 935-004

PHASE 2 DEVELOPMENT MAY 10, 2019

FOUNDATION DRAINAGE

33 41 13 - 1

SECTION 33 41 13

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Foundation drainage system complete as indicated and/or described in the specifications and drawings. Furnish all work required including: labor, materials, tools and equipment required to perform the complete installation. Work shall include, but not be limited to: excavation, installation of all drainage system components, backfill, and cleanout extensions.

1.2 RELATED REQUIREMENTS

A. Materials testing and inspection during construction: Section 01 45 29, TESTING LABORATORY

SERVICES.

B. Existing utility protection, fire protection services, existing equipment, roads, and pavements:

Section 01 00 01, GENERAL REQUIREMENTS.

C. Subsurface Investigation: Section 01 00 01, GENERAL REQUIREMENTS, Article, PHYSICAL

DATA.

D. Trenching and Excavation: Section 31 20 00, EARTH MOVING.

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. American Association of State Highway and Transportation Officials (AASHTO):

1. M006-13-UL - Fine Aggregate for Hydraulic Cement Concrete.

2. M252-09-UL - Corrugated Polyethylene Drainage Pipe.

3. M288-15-UL - Geotextile Specification for Highway Applications.

C. ASTM International (ASTM):

1. A74-16 - Cast Iron Soil Pipe and Fittings.

2. A746-09 (2014) - Ductile Iron Gravity Sewer Pipe.

3. D448-12 - Sizes of Aggregate for Road and Bridge Construction.

4. D1661-16 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics

5. D1777-96 (2015) - Standard Test Method for Thickness of Textile Materials

6. D2321-14 - Underground Installation of Thermoplastic Pipe for Sewers and Other

Gravity-Flow Applications.

7. D2729-03 - Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings.

8. D2737-12 - Polyethylene (PE) Plastic Tubing.

9. D3034-14 - Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings.

10. D3350-14 – Standard Specification for Polyethylene Plastics Pipe and Fitting Materials

11. D4216-13 - Rigid Poly (Vinyl Chloride) (PVC) and Related PVC and Chlorinated Poly (Vinyl

Chloride) (CPVC) Building Products Compounds.

33 41 13 - 2

12. D4491/D4491M - 17 - Standard Test Methods for Water Permeability of Geotextiles by

Permittivity.

13. D4632/D4632M - 15a - Standard Test Method for Grab Breaking Load and Elongation of

Geotextiles

14. D4716/D4716M - 14 -Standard Test Method for Determining the (In-plane) Flow Rate per

Unit Width and Hydraulic Transmissivity of a Geosynthetic Using a Constant Head

15. D6241-14 - Standard Test Method for Static Puncture Strength of Geotextiles and

Geotextile-Related Products Using a 50-mm Probe

16. F477-14 - Elastomeric Seals (Gaskets) for Joining Plastic Pipe.

17. F758-14 - Smooth-Wall Poly (Vinyl Chloride) (PVC) Plastic Underdrain Systems for

Highway, Airport, and Similar Drainage.

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Manufacturer's Literature and Data:

1. Description of each product.

2. Filter fabric indicating manufacturer recommendation for each application.

3. Installation instructions.

4. Warranty.

C. Samples:

1. Product: long, square, each type and color.

a. Submit quantity required to show full color and texture range.

D. Certificates: Certify products comply with specifications.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications:

1. Regularly manufactures specified products.

2. Manufactured specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

1.6 DELIVERY

A. Deliver products in manufacturer's original sealed packaging.

B. Mark packaging, legibly. Indicate manufacturer's name or brand, type, color, production run number, and manufacture date.

C. Before installation, return or dispose of products within distorted, damaged, or opened packaging.

1.7 STORAGE AND HANDLING

A. Protect products from damage during handling and construction operations.

33 41 13 - 3

1.8 FIELD CONDITIONS

A. Field Measurements: Verify field conditions affecting drainage installation. Show field measurements on Submittal Drawings.

1. Coordinate field measurement and fabrication schedule to avoid delay.

1.9 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of Construction."

PART 2 - PRODUCTS

2.1 MATERIALS

A. Pipes: Type and size indicated. Make transitions, adapters, or joint details for dissimilar materials.

B. Underslab Header:

1. NPS 4 to NPS 15:

a. Pipe and Fittings: PVC, ASTM D3034.

b. Joints: Bell-and-spigot.

c. Seal Gaskets: ASTM F477, elastomeric.

C. Perforated Drainage Pipe:

1. NPS 4 to NPS 6:

a. Pipe and Fittings: HDPE, ASTM D3350.

b. Joints: Bell-and-spigot, loose type.

D. Cleanout Extension: ASTM A74, cast iron pipe or ASTM A746 ductile iron.

1. Gravity Sewer Pipes: Provide neoprene gasket joints and long sweep elbow fittings.

E. Drainage Conduit:

1. Pipe: ASTM D4216 and ASTM D2729, PVC.

a. Size: 6 inches, high minimum flow rate equal NPS 4 pipe.

2. Fittings and Couplings: PVC.

F. Drainage Material:

1. Bedding: Crushed stone, 3/4 inch to No. 4, ASTM D448.

G. Concrete Sand: AASHTO M006.

H. Dimpled Drainage core, with filter fabric foundation water management system:

1. Physical Properties of Core

a. Compressive Strength (ASTM D-1621) 14,000 psf minimum

b. Thickness (ASTM D1777) 0.35 in. minimum

c. Flow (Hydraulic gradient = 1) (ASTM D-4716) 20 G/min/ft minimum

2. Physical Properties of Fabric

a. Flow (ASTM D-4491) 130 gal/min/ft2 minimum

b. CBR Puncture (ASTM D-6241) 240 lbs. minimum

c. AOS 65-70 U.S. Sieve

33 41 13 - 4

d. Grab Tensile (ASTM D-4632) 90-100 lbs. minimum

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine and verify substrate suitability for product installation in the presence of Resident

Engineer/Contracting Officer's Representative (RE/COR).

B. Correct substrate deficiencies.

1. Fill.

2. Level.

C. Keep trenches dry during drainage system installation.

D. Clean interior of pipe before installation.

3.2 INSTALLATION - FOUNDATION DRAINAGE

A. Install products according to manufacturer's instructions and approved submittal drawings.

1. When manufacturer's instructions deviate from specifications, submit proposed resolution for

RE/COR consideration.

B. Trenching, Excavation and Backfilling:

1. Perform trenching, excavation and backfilling according to Section 31 20 00 EARTH

MOVING. Make 1/8 bends changes in direction of drain lines. Use wye fittings at intersections.

C. Bedding:

1. Place and compact graded bedding at bottom trench, minimum 6 inches deep. Rest section firmly through entire length, with recesses formed for bell joints. Fully support pipe lower quadrant with bedding, except bell joint recesses.

D. Pipe Laying:

1. Install PE and PVC Pipe according to ASTM D2321 and ASTM F758.

2. Lay drain lines to grades and alignment, with continuous fall in flow direction and as indicated on Drawings.

3. Place bells ends, face upgrade.

4. Lay drain lines and firmly bed in granular material minimum 3 inches below invert to top of pipe true to grades and alignment, and slope uniformly between elevations shown on foundation drainage drawings. Keep trenches dry until pipe is in place and granular material backfill is completed, 1 foot above top of pipe, unless otherwise noted.

5. Lay perforated pipe, perforations down. Lay plain end pipe, closed joints, held in place with two No. 9 spring steel wire clips at joint or standard clay collars.

6. Foundation Subdrainage: Install pipe pitched down in flow direction, minimum slope 0.5 percent, minimum cover 3 feet, unless otherwise indicated.

33 41 13 - 5

7. Underslab subdrainage: Install piping pitched down in flow direction, minimum slope of 0.5 percent.

8. Install gaskets, seals, sleeves, and couplings according to manufacturer's instructions and as follows:

a. PE Joint: ASTM D2737 and AASHTO HB17, Division II, Section 26.4.2.4, “Joint

Properties”.

b. PVC Joint: ASTM D3034 with elastomeric seals gaskets, ASTM D2321.

c. Perforated PVC Joint: ASTM D2729, with loose bell and spigot joints.

9. Install cleanout extensions as indicated on Drawings and as follows:

a. Pre-placed Crypt Field Underdrain Cleanouts: Install as indicated on Drawings and set not to interfere with mowing operations. Provide concrete anchorage for plastic tops. Check drain lines before backfilling. Remove obstructions and recheck lines.

E. Dimpled Drainage Core with filter fabric

1. Furnish and install following the manufacturers recommendations and as indicated.

3.3 FIELD QUALITY CONTROL

A. Field Tests: Performed by testing laboratory specified in Section 01 45 29, TESTING

LABORATORY SERVICES.

3.4 PROTECTION

A. Protect pipe from and aggregate cover from damage and displacement until backfilling operation begins.

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THIS PAGE INTENTIONALLY LEFT BLANK FOR DOUBLE SIDED PRINTING

NATURAL GAS DISTRIBUTION

33 51 00-1

SECTION 33 51 00

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies materials and procedures for the construction of outside underground gas distribution system for liquid propane gas, complete, ready for operation, including cathodic protection if required, all appurtenant structures, and connections to new building structures and to existing gas supply.

1.2 RELATED WORK

A. Excavation, Trench Widths, Pipe Bedding, Backfill, Shoring, Sheeting, Bracing: Section 31 20 00, EARTH MOVING.

B. Submittals: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES.

C. General plumbing, protection of Materials and Equipment, and quality assurance: Section 22 05

11, COMMON WORK RESULTS FOR PLUMBING

1.3 DEFINITIONS

A. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations.

1.4 ABBREVIATIONS

A. HDPE: High-density polyethylene plastic

B. PE: Polyethylene plastic

C. WOG: Water, oil and gas

D. NRTL: National recognized testing laboratory

1.5 SUBMITTALS

A. Submittals, including number of required copies, shall be submitted in accordance with Section 01

33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Information and material submitted under this section shall be marked “SUBMITTED UNDER

SECTION 33 51 00, NATURAL GAS DISTRIBUTION”, with applicable paragraph identification.

C. Manufacturer's Literature and Data including: Full item description and optional features and accessories. Include dimensions, weights, materials, applications, standard compliance, model numbers, size, and capacity.

D. Piping:

1. ASTM Compliance.

2. Grade, class or type, schedule number.

3. Manufacturer’s Certification of Compliance with specified standards.

E. Manual Valves:

1. Type and service.

2. Catalog Cuts.

33 51 00-2

3. Pressure and Temperature Ratings.

F. Valve Boxes:

1. Catalog Cuts.

G. Gas Pressure Regulator:

1. UL Listing.

2. Pressure and Temperature Rating.

3. Flow Capacities.

4. Catalog Cuts.

H. Meter:

1. ANSI Compliance.

2. Pressure and Temperature Rating.

3. Certification of Compliance with local utility requirements.

I. Complete operating and maintenance manuals including wiring diagrams, technical data sheets, information for ordering replacement parts, and troubleshooting guide:

1. Include complete list indicating all components of the systems.

2. Include complete diagrams of the internal wiring for each item of equipment.

3. Diagrams shall have their terminals identified to facilitate installation, operation and maintenance.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Remove and dispose of liquids from existing gas piping according to requirements of authorities having jurisdiction.

B. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture.

C. Store and handle pipes and tubes having factory-applied protective coatings to avoid damaging coating and protect from direct sunlight.

D. Protect stored PE pipes and valves from direct sunlight.

1.7 COORDINATION

A. Coordinate connection to propane-gas main with Utility Company.

B. Coordinate sizes and locations of concrete bases with actual equipment provided.

C. Coordinate exterior utility lines and connections to building services up to the actual extent of building wall.

1.8 QUALITY ASSURANCE:

A. Products Criteria:

1. When two or more units of the same type or class of materials or equipment are required, these units shall be products of one manufacturer.

33 51 00-3

2. A nameplate bearing manufacturer's name or trademark, including model number, shall be securely affixed in a conspicuous place on equipment. In addition, the model number shall be either cast integrally with equipment, stamped, or otherwise permanently marked on each item of equipment.

B. Comply with the rules and regulations of the Utility Company having jurisdiction over the connection to public natural-gas lines and the extension, and/or modifications to public utility systems.

1.9 APPLICABLE PUBLICATIONS

A. The publications listed below form a part of this specification to the extent referenced. The publications are referred in the text by basic designation only.

B. American National Standards Institute (ANSI):

B31.8-2010 ................................. Gas Transmission and Distribution Piping Systems

C. American Society of Mechanical Engineers (ASME):

B1.20.1-1983 .............................. Pipe Threads, General Purpose, Inch

B1.20.3-2008 .............................. Dryseal Pipe Threads (Inch)

B16.3-2006 ................................. Malleable Iron Threaded Fittings: Classes 150 and 300

B16.9-2007 ................................. Factory-Made Wrought Buttwelding Fittings

B16.11-2009 ............................... Forged Fittings, Socket-Welding and Threaded

B16.39-2009 ............................... Malleable Iron Threaded Pipe Unions: Classes 150, 250, and

B18.2.1-2010 .............................. Square, Hex, Heavy Hex, and Askew Head Bolts and Hex, Heavy Hex, Hex Flange, Lobed Head, and Lag Screws (Inch

Series)

B31.8-2010 ................................. Gas Transmission and Distribution Piping Systems

D. American Society of Safety Engineers (ASSE):

1079-2005 .................................. Dielectric Pipe Unions

E. American Society for Testing and Materials (ASTM):

A53/A53M-10 ............................. Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and

Seamless

A234/A234M-11 ......................... Piping Fittings of Wrought Carbon Steel and Alloy Steel for

Moderate and High Temperature Service

F. American Water Works Association (AWWA):

C203-08 ..................................... Coal-Tar Protective Coatings and Linings for Steel Water

Pipelines - Enamel and Tape - Hot Applied

G. American Welding Society (AWS):

A5.8/A5.8M:2004 ....................... Filler Metals for Brazing and Braze Welding

D10.12/D10.12M:2000 ............... Guide for Welding Mild Steel Pipe

33 51 00-4

H. National Fire Protection Agency (NFPA):

54-2018 ...................................... National Fuel Gas Code

58-2017 ...................................... Liquefied Petroleum Gas Code

70-2017 ...................................... National Electric Code

1.10 WARRANTY

A. The Contractor shall remedy any defect due to faulty material or workmanship and pay for any damage to other work resulting therefrom within a period of two years from final acceptance.

Further, the Contractor will furnish all manufacturer's and supplier's written guarantees and warranties covering materials and equipment furnished under this contract.

PART 2 - PRODUCTS

2.1 PIPES, TUBES, AND FITTINGS

A. Steel Pipe: Steel pipe shall be as per ASTM A53, black steel, Schedule 40, Type E or Type S, Grade B. Copper tubes are not allowed by code for natural gas distribution in the United States.

B. Fittings:

1. Malleable-Iron Threaded Fittings shall meet ASME B16.3, Class 300, standard pattern.

Threaded joints are not permitted except at valve connections.

2. Butt weld fittings shall be wrought steel, per ASME B16.9.

3. Wrought-Steel Welding Fittings shall meet ASTM A234 for butt welding and socket welding.

4. Unions shall be ASME B16.39, Class 300, malleable iron with brass-to-iron seat, ground joint, and threaded ends.

5. Protective Coating for Underground Piping:

a. Factory-applied, three-layer coating of epoxy, adhesive, and polyethylene PE.

b. Coal Tar Enamel Coating on exterior of pipe and fittings shall be cleaned, primed with

Type B primer and coated with hot-applied coal-tar enamel with bonded layer of felt wrap in accordance with AWWA C203. Asbestos felt shall not be used; felt material shall be fibrous-glass mat as specified in Appendix Sec. A2.1 of AWWA C203.

c. Joint cover kits shall include epoxy paint, adhesive, and heat-shrink PE sleeves.

6. Mechanical Couplings shall include:

a. Stainless-steel flanges and tube with epoxy finish.

b. Buna-nitrile seals.

c. Stainless-steel bolts, washers, and nuts.

d. Couplings shall be capable of joining PE pipe to PE pipe, steel pipe to PE pipe, or steel pipe to steel pipe.

e. Steel body couplings installed underground on plastic pipe shall be factory equipped with anodes.

33 51 00-5

2.2 JOINING MATERIALS

A. Joint Compound and Tape shall be suitable for natural-gas.

B. Welding filler metals shall comply with AWS D10.12 for appropriate wall thickness and chemical analysis of steel pipe being welded.

C. Brazing filler metals shall be alloy with a melting point greater than 1000 deg F complying with

AWS A5.8. Brazing alloys containing more than 0.05 percent phosphorus are prohibited.

2.3 DIELECTRIC FITTINGS

A. Dielectric Unions shall comply with ASSE 1079 and have a pressure rating of 125 psi minimum at

180 deg F.

B. Dielectric Flanges shall comply with ASSE 1079 and have a pressure rating of 125 psi minimum at

180 deg F.

C. Dielectric-Flange insulating kits shall have a pressure rating of 150 psi.

2.4 LABELING AND IDENTIFYING

A. Detectable warning tape shall be acid- and alkali-resistant, PE film warning tape manufactured for marking and identifying underground utilities, a minimum of 6 inches wide and 4 mils thick, continuously inscribed with a description of utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches deep;

colored yellow.

PART 3 - EXECUTION

3.1 PREPARATION

A. Close equipment shutoff valves before turning off natural-gas to premises or piping section.

B. Inspect gas piping according to NFPA 54, NFPA 58 and the International Fuel Gas Code to determine that natural-gas utilization devices are turned off in piping section affected.

C. Comply with NFPA 54, NFPA 58 and the International Fuel Gas Code requirements for prevention of accidental ignition.

3.2 METALLIC PIPING INSTALLATION

A. Heating trenches, storm and sanitary sewer lines, and water mains shall have right of way.

B. Warning tape shall be continuously placed 12 inches above buried gas lines.

C. Main services and main service shut off valves shall have a 24-inch minimum cover or as recommended by local utility.

D. Service lines shall have an 18-inch minimum cover or as recommended by local utility.

E. Where indicated, the main shall be concrete-encased sleeved.

F. Connections between metallic and plastic piping shall be made only outside, underground, and with approved transition fittings.

33 51 00-6

3.3 NON-METALLIC PIPE INSTALLATION

A. Install pipe in trench in accordance with recommendations of the pipe manufacturer. Provide sufficient slack to allow for expansion and contraction.

B. Joints shall be fusion welds made in accordance with the recommendations of the polyethylene pipe manufacturer. Adhesive joints for fiberglass plastic pipe shall be made in accordance with manufacturer’s recommendations.

C. All offsets in piping shall be made with manufactured fittings. Bending of piping to form offsets shall not be permitted.

D. Connections between plastic pipe and metal pipe shall be made in accordance with recommendations of the pipe manufacturer.

E. Copper Tracer Wire consisting of No. 14 AWG solid, single conductor, insulated copper wire shall be installed in the trench with all piping to permit location of the pipe with electronic detectors. The wire shall not be spiraled around the pipe nor taped to the pipe. Wire connections are to be made by stripping the insulation from the wire and soldering with rosin core solder. Solder joints shall be wrapped with rubber tape and electrical tape. At least every 1000 feet, provide a 5-pound magnesium anode attached to the main tracer wire by solder joint shall be wrapped with rubber tape and with electrical tape. An anode shall be attached at the end of each line.

3.4 OUTDOOR PIPING INSTALLATION

A. Comply with ASTM D2774 for installation and purging of natural-gas piping.

B. Install underground, gas piping buried at least 48 inches below finished grade. Minimum cover depth is 18 inches. Gas piping installed less than 18 inches below finished grade shall be installed in vented containment conduit.

C. Install fittings for changes in direction and branch connections.

D. Install pressure gauge downstream from each service regulator.

3.5 PIPE SLEEVES

A. Pipe shall be continuous through sleeves. Set sleeves in place before concrete is poured. Seal between sleeve/core opening and the pipe with modular mechanical type link seal. All sleeves shall be vented.

B. Provide sleeves where gas lines pass through retaining walls, foundation walls or floors. Split sleeves may be installed where existing lines pass thru new construction.

3.6 CONNECTIONS

A. Connect to utility's gas main according to utility's procedures and requirements.

B. Install gas piping electrically continuous and bonded to gas appliance equipment grounding conductor of the circuit powering the appliance according to NFPA 70.

3.7 LABELING AND IDENTIFYING

A. Install detectable warning tape directly above gas piping, 12 inches below finished grade, except 6 inches below subgrade under pavements and slabs.

33 51 00-7

3.8 PIPE CLEANING

A. All pipe sections shall be blown down with 100 psi air to remove all sand, soil and debris.

B. Blow down procedure shall be done after system is complete, but before valves are installed.

3.9 NATURAL GAS DISTRIBUTION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain earthquake valves.

3.10 TESTS

A. Piping System: Inspection, testing and purging shall be in accordance with NFPA 54, NFPA 58 and

ASME B31.8.

B. Cathodic Protection System:

1. Testing of Anodes: Prior to connecting anode lead wire to the piping, insert a millimeter in the circuit and measure and record current output of each anode. When maximum current outputs, as set below, for the different sizes of anodes are exceeded, insert nickel chromium resistance wire in the circuit to reduce current output to maximum allowable for a given size anode. Resistance wire connections to anode lead wires shall be accomplished with silver solder and soldered joints wrapped with a minimum of three layers of high dielectric strength electrical tape. Cover with rubber all nickel chromium resistance wire. Maximum allowable current outputs for the different size anodes to allow for design life are as follows:

Weight Bare Anodes Allowable Current Output

5 lb. Anode 10 Milliamperes

9 lb. Anode 20 Milliamperes

17 lb. Anode 40 Milliamperes

32 lb. Anode 75 Milliamperes

2. Final Test: Final test of the cathodic protection system shall include measuring pipe-to-soil potentials over the entire system. Make potential measurements with potentiometer voltmeter minimum internal resistance of 50,000 ohms per volt and a copper/copper sulfate reference electrode placed at the finished grade level and directly over the pipe. Adequate number of measurements shall be taken over the extent of piping to ensure that a minimum potential value of -0.85 volts exists over all new gas piping. Upon completion of testing, a report setting forth potential values acquired by location shall be submitted to the Government.

3.11 OUTDOOR PIPING SCHEDULE

A. Underground gas piping shall be one of the following:

1. Steel pipe with wrought-steel fittings and welded joints, or mechanical couplings. Coat pipe and fittings with protective coating for steel piping.

33 51 00-8

B. Containment conduit shall be steel pipe with wrought-steel fittings and welded joints. Coat pipe and fittings with protective coating for steel piping.

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SWPPP

FACILITY SITE MAP

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

923PC2006

AUGUST 31, 2018 JPG BJS Dwg. of 1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

SWPPP SUBMISSION

SWPPP SUBMISSION

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

3. Document and distribute meeting minutes to participants to record decisions affecting installation.

7. Detail and Elevation Drawings: Show installation details.

3. Field representative with project experience list.

6. Approvals will be based on complete submission of manuals and submittal drawings.

B. Protect products from damage during handling and construction operations.