880 R.I. Code R. 880-RICR-00-00-4.17

Current through November 21, 2024
Section 880-RICR-00-00-4.17 - Stormwater Management
4.17.1Purpose
A. The purpose of these regulations is to provide for effective management of the stormwater system within the Park. These regulations provide a mechanism for mitigating the damaging effects of uncontrolled and unplanned stormwater runoff. They improve the public health, safety and welfare by establishing methods for controlling the introduction of pollutants into the ground and surface waters under and adjacent to the Park. These regulations establish the guidelines for managing the stormwater system including design, regulatory coordination, construction, operation, maintenance, inspection and enforcement. These regulations identify the concept of implementing stormwater drainage service charges based on each property's contribution of stormwater runoff to the system.
4.17.2Stormwater Regulation
A. There are six regulations that affect stormwater management ranging from QDC's enabling legislation to state and federal mandated programs. Under these programs, stormwater runoff from streets, parking lots, construction sites, industrial facilities and/or other impervious surfaces are regulated. These regulations include:
1. R.I. Gen. Laws § 42-64.10-6 entitled "Quonset Development Corporation" establishes a stormwater management and conveyance system and regulates connections, user fees, charges and assessments.
2. Under 250-RICR- 150-10-1.32, Quonset Business Park is a designated A Municipal Separate Storm Sewer System (MS4) and QDC has prepared a stormwater management program that identifies measures to reduce the discharge of pollutants into stormwater system that drains into surface water bodies.
3. A Rhode Island Pollutant Discharge Elimination System (RIPDES) Construction General Permit shall be obtained in accordance with 250-RICR- 150-10-1. All stormwater discharges associated with construction including clearing, grading, excavation, and filling of one acre of more require a permit. The permit requires the development of a Stormwater Management Plan consistent with 250-RICR- 150-10-7. In addition, a Soil Erosion and Sediment Control Plan (SESCP) must be prepared.
4. Discharges of stormwater associated with specific categories of industrial facilities also are required to obtain a RIPDES General Permit for Storm Water Discharge Associated with Industrial Activity in accordance with 250-RICR- 150-10-1 for material handling and storage, equipment maintenance and cleaning, scrapyards, landfills, shipyards and other types of activities.
5. Stormwater runoff discharging toward a wetland or a conveyance system that discharges into a wetland requires a wetland permit in accordance with 250-RICR- 150-15-1.
6. Stormwater Discharge into the Coastal Zones: The Coastal Resources Management Council (CRMC) regulates discharges into the Coastal Zone including freshwater wetlands in the vicinity of the coast. The areas of RIDEM and CRMC jurisdictional boundaries within the Park are shown on the RIDEM online GIS map:

http://ridemgis.maps.arcgis.com/apps/webappviewer/index.html? id=87e104c8adb449eb9f905e5f18020de5. Any proposed discharge, construction, or maintenance activity into or within this boundary requires a CRMC Assent.

B. Storm Sewers and Connections
1. No persons shall uncover, make any connections with or opening into, use, alter, or disturb any QDC stormwater system or appurtenances without submitting the appropriate information consistent with §§ 4.8.5 and 4.17 of this Part and obtaining prior approval.
2. All costs and expenses incidental to the installation and connection of the stormwater and storm infrastructure shall be borne by the user who shall indemnify the QDC from any loss or damage that may indirectly be occasioned by the installation of the storm sewer.
3. No persons shall make connection of sanitary sewer lines or illicit discharges to a storm drain that in turn is connected directly or indirectly to a QDC stormwater system.
4. The user of the stormwater system shall notify QDC when the storm drain is ready for inspection and connection to the QDC storm drain. The connection shall be made under the supervision of the QDC.
5. All excavations for storm drain installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, pavements and other QDC property disturbed in the course of the work shall be restored by the owner in a manner satisfactory to the QDC.
C. Stormwater Review Procedure
1. For connections or alterations to QDC's stormwater, the applicant shall submit the drainage design and requirements identified in §4.17.2(D) of this Part, "Project Drainage Report" for QDC Technical Review Committee (TRC) approval. The TRC will review and provide comments to the applicant if necessary. Upon approval, the TRC will provide the applicant with an approval letter to accompany the RIDEM RIPDES permit and RIDEM Water Quality Certification applications. RIDEM will issue the final permit and a copy of this permit is to be filed with QDC. QDC manages this permit program which enables a more streamlined review by RIDEM.
2. For Stormwater Discharge into Freshwater Wetland Areas and Stormwater Discharge into Coastal Zone, the applicant shall submit the drainage design as detailed in §4.17.2(D) of this Part, to the TRC. TRC will review and approve the drainage design and give the applicant an approval letter to accompany the Freshwater Wetlands and Coastal application.
D. Project Drainage Report
1. The purpose of the Project Drainage Report is to identify and propose specific solutions to stormwater runoff and water quality impacts resulting from proposed development within the Park. The report must comply with 250-RICR- 150-10-7, Appendix K: Hydrologic & Hydraulic Modeling Guidance. The Drainage Report should include; a drainage analysis, pre and post analysis and area maps, drainage diagram (node diagram) and input and output data.
4.17.3Material Used in Construction of Storm Sewers
A. Materials used in the construction of stormwater system shall be constructed of reinforced concrete, ductile iron, PVC or corrugated polyethylene. The most cost-effective materials shall be allowed that conform to the site conditions and reflect the relevant operations, maintenance, and system character of the stormwater system. Specifications referred to, such as ASTM or AWWA, etc., should be the latest revision in effect at the time of application.
1. Reinforced Concrete Pipe:
a. Circular reinforced concrete pipe and fittings shall meet the requirements of ASTM C76, incorporated above in § 4.3(P)(14) of this Part.
b. Elliptical reinforced concrete pipe shall meet the requirements of ASTM C507, incorporated above in § 4.3(P)(15) of this Part.
c. Joint design and joint material for circular pipe shall conform to ASTM C443, incorporated above in § 4.3(P)(16) of this Part.
d. Joints for elliptical pipe shall be bell and spigot or tongue and groove sealed with butyl, rubber tape, rubber ring gaskets, or external sealing bands conforming to ASTM C877, incorporated above in § 4.3(P)(17) of this Part.
e. All pipes shall be Class III minimum unless loading conditions call for stronger pipe (i.e., higher class).
f. The minimum depth of cover over the concrete pipe shall be as designated by the American Concrete Pipe Association (ACPA).
g. Minimum depth of cover standards for ductile iron and corrugated polyethylene pipe shall conform to manufacturer standards.
2. Ductile Iron Pipe
a. Ductile iron pipe shall conform to AWWA C151/A21.51, incorporated above in § 4.3(O)(6) of this Part.
b. Joints shall conform to AWWA C111/A21.11, incorporated above in § 4.3(O)(11) of this Part, or AWWA C115/A21.15, incorporated above in § 4.3(O)(12) of this Part, as appropriate.
c. Pipe shall be designed in accordance with AWWA C150/A21.50, incorporated above in § 4.3(O)(13) of this Part.
d. The outside of the pipe shall be coated in accordance with AWWA C151/A21.51, incorporated above in § 4.3(O)(6) of this Part, and the inside lined in accordance with AWWA C104/A21.4, incorporated above in § 4.3(O)(14) of this Part.
e. Ductile iron pipe shall be installed in accordance with AWWA C600, incorporated above in § 4.3(O)(17) of this Part.
3. The following apply to corrugated polyethylene pipe
a.Corrugated polyethylene pipe shall conform to AASHTO M252, incorporated above in § 4.3(N)(1) of this Part, for three through ten (10) inches and AASHTO M294, incorporated above in § 4.3(N)(2) of this Part for sizes twelve (12) inches and larger.
b. All pipes greater than twelve (12) inches in diameter shall be Type S, unless conditions dictate otherwise.
c. Materials shall conform to ASTM D3350, incorporated above in § 4.3(P)(13) of this Part.
d. Pipe joints and fittings shall be compatible with the pipe material and shall conform to the same standards and specifications as the pipe material.
e. Pipe couplers shall not cover less than one full corrugation on each section of pipe.
f. Installation shall be in accordance with ASTM D2321, incorporated above in § 4.3(P)(8) of this Part.
g. Backfill material shall be placed in six-inch lifts and compacted to 95 percent minimum dry density, per AASHTO T99, incorporated above in § 4.3(N)(3) of this Part. In areas of high ground water tables, design engineers shall check for flotation.
4. PVC:
a. PVC shall conform to SDR-35 or ASTM F949, incorporated above in § 4.3(P)(5) of this Part.
5. Pipe bedding and backfill shall be provided as specified in the " Standard Specifications for Road and Bridge Construction, Amended August 2013, § 701.02.5 Bedding Materials", incorporated above in § 4.3(E) of this Part.
B. Inlets, Catch Basins, Manholes, and Outlets
1. Engineers shall design inlets, catch basins, and manholes in accordance with the latest version of " Standard Specifications for Road and Bridge Construction, Amended August 2013, § 701.02.5 Bedding Materials", incorporated above in § 4.3(E) of this Part, and 250-RICR- 150-10-7. Where compliance with the RI Stormwater Manual requires different specifications than those listed by RIDOT, those specifications associated with the RI Stormwater Manual shall be used.
a. Inlet spacing depends on the inlet capacity. Area inlets in parking lots should be limited to three (3) cubic feet per second.
b. Outlet grates; fences, and other safety features for stormwater management facilities shall conform to 250-RICR- 150-10-7.
c. Manhole cover shall be as specified in the QDC's Development Package Guidance Document under standard details.
d. All grates shall be as specified in the QDC's Development Package Guidance Document under standard details.
4.17.4Maintenance of Stormwater Infrastructure
A. Best Management Practices (BMPs) consistent with 250-RICR- 150-10-7 are required for any Storm Sewers and Connections identified in §4.17.2(B) of this Part. Maintenance is necessary to extend the longevity of BMPs, maintain stormwater BMP performance over time, protect against downstream water quality impacts and flooding, physically removes trapped stormwater pollutants and disposes of them, ensures that stormwater BMPs are functional, safe and attractive.
1. The applicant shall submit, for review and approval, an Operation and Maintenance Plan (O&M) as outlined in 250-RICR- 150-10-7. The O&M Plan must be approved prior to the start of stormwater construction.
2. The O&M Plan shall include, but not be limited, to the following elements:
a. Stormwater Management System Owners,
b. The party(ies) responsible for operation and maintenance,
c. The routine and non-routine maintenance tasks and a schedule,
d. A plan that shows the location of all stormwater BMPs and discharge points,
e. A description and delineation of public safety features,
f. An estimated budget and funding source.
3. The owner is required to perform the inspections as described in the Operations and Maintenance Plan and shall submit the approved inspection reports to QDC within fifteen (15) business days after the inspection.
4.17.5Illicit Discharges and Connections
A. The purpose of this section is to:
1. Prevent illicit discharges into the QDC storm system.
2. Prevent illicit connections in the QDC storm system.
3. Require the cessation and removal of any and all such illicit connections and discharges.
B. This section shall apply to all non-stormwater entering the storm system generated on any developed and undeveloped lands unless explicitly authorized or exempt by the terms of this section. 4.17.5.1 Prohibited Acts.
A. Prohibition of Illicit Discharges - No person shall discharge or cause to be discharged into QDC's storm system, directly or indirectly, any materials, including but not limited to pollutants, other than stormwater, except as authorized by this section.
B. Exempt Activities - Water line flushing or other potable water sources; landscape irrigation or lawn watering; diverted stream flows; rising groundwater; groundwater infiltration to storm drains; uncontaminated pumped groundwater; discharges from foundation or footing drains (not including active groundwater dewatering systems) where flows are not contaminated with process materials such as solvents, or contaminated by contact with soils where spills or leaks of toxic or hazardous materials have occurred; springs; natural riparian habitat or wetland flows; emergency fire-fighting activities; air conditioning condensation; noncommercial washing of new vehicles where no detergents are used; and any other water source not containing pollutants. Discharges specified in writing by the RIDEM or the United States Environmental Protection Agency (EPA).
1. Dye testing is an allowable discharge but requires a verbal notification to the QDC prior to the event.
C. Prohibition of Illicit Connections - The construction, use, maintenance or continued existence of illicit connections to the storm system is prohibited.
1. This prohibition includes, without limitation, illicit connections made prior to the enactment of these regulations.
2. Existing connections made prior to the adoption of these regulations will require review by TRC and issuance of approval by TRC in accordance with the provisions of these regulations.
3. A person is in violation of these regulations if the person connects a line conveying sewage or other non-stormwater related flows to the QDC's stormwater system or allows such a connection to continue.
D. Industrial or Construction Activity Discharges - Any person subject to an industrial or construction activity by RIDPES stormwater discharge permit shall comply with all provisions of such permit, as issued by RIDEM. Proof of compliance with said permit may be required in a form acceptable to the QDC prior to allowance of discharge to the QDC's stormwater system.
E. Monitoring of Discharges and Right of Entry
1. To the extent authorized by the owner/leaser or other party in control of the property, QDC personnel may enter upon privately owned or leased property for the purpose of performing his/her duties under these regulations and may conduct any examinations or sampling as QDC deems reasonably necessary.
2. QDC shall have the right to set up on any permitted facility such devices as are necessary in the opinion of QDC to conduct monitoring and/or sampling of the facility's stormwater discharge.
3. QDC has the right to require the discharger, at the discharger's expense, to install monitoring equipment as deemed necessary by QDC. The sampling and monitoring equipment shall be maintained at all times in a safe and proper operating condition. All devices used to measure stormwater flow and quality shall be calibrated to ensure their accuracy.
F. Notification of Spills - Notwithstanding other requirements of law, as soon as any person has information of any known or suspected release of materials resulting in or may result in illegal discharges or pollutants discharging into QDC's stormwater system or state waters, said person shall take all necessary steps to ensure the discovery, containment and cleanup of said release.
1. In the event of such a release, and in addition to other notification requirements, the person responsible for a facility shall notify QDC in person or by phone no later the next business day after the discharge.
2. Notifications in person or by phone shall be confirmed in writing by the notifying person and mailed to QDC and the RIDEM Office of Compliance and Inspection within five business days of the original verbal notification. If the discharge of prohibited materials emanates from a commercial or industrial establishment, the owner or operator of such establishment shall also retain an on-site written record of the discharge and the actions taken to prevent its recurrence. Such records shall be retained for at least five years.
3. For facilities that operate under existing RIPDES permits for stormwater discharge, notice of the spill shall be made to the permitting authority in accordance with the permit. QDC shall be provided with copies of any written notification required by the RIPDES permit.
4. Nothing in this regulation shall authorize any person to fail to comply with relevant provisions of the Rhode Island Clean Water Act, R.I. Gen. Laws § 46-12-1 et seq., or other applicable laws or regulations.
4.17.6Administration
A. No person or entity shall, without first being granted written approval from QDC, make any future connection or permit any runoff from any structure or property to any stormwater management and conveyance systems, or any appurtenance thereto, without first being granted written approval from TRC in accordance with these rules and regulations in this part.
B. QDC shall assess any person or entity having a direct or indirect connection (including, without limitation, via runoff) to the QDC's stormwater system reasonable charges for the use, operation, maintenance and improvements to the system.
C. QDC shall also be entitled, in addition to any other remedies available, to enforce for violations of the rules and regulations established by QDC with respect to stormwater management as identified by § 4.17.7 of this Part.
4.17.7Enforcement
A. Any person who violates these rules, or applicable state and federal regulations is subject to having their domestic water service suspended and or terminated as per R.I. Gen. Laws Chapter 42-64.10.
1. QDC is authorized to terminate the water supply service or prohibit the use of QDC's stormwater system of any person or entity for the nonpayment of storm water management user fees, charges and assessments.
2. The person or entity shall not make any future connection or permit any runoff from any structure or property to any stormwater systems, or any appurtenance thereto, without first being granted a written approval from QDC.
3. QDC shall notify the user of termination of water supply or use of the stormwater management and conveyance systems at least forty-eight (48) hours prior to ceasing service. QDC may assess any person or entity any fees, charges and assessments affiliated with the shut off and restoration of service.

880 R.I. Code R. 880-RICR-00-00-4.17

Amended effective 11/27/2018