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J. Matthew Bellisle, P.E. Senior Vice President
J. Matthew Bellisle, P.E. Senior Vice President RELEVANT EXPERIENCE Mr. Bellisle possesses more than 20 years of experience working on a variety of geotechnical, foundation, civil, and dam engineering projects. He has acted as principal-in-charge, project manager, and project engineer for assignments involving geotechnical design, site investigations, testing, instrumentation, and construction monitoring. His experience also includes over 500 Phase I inspections and Phase II design services for earthen and concrete dams. REGISTRATIONS AND Relevant project experience includes: CERTIFICATIONS His experience includes value engineering of alternate foundation systems, Professional Engineer – Massachusetts, ground improvement methodologies, and temporary construction support. Mr. Rhode Island, Bellisle has also developed environmental permit applications and presented at New Hampshire, New York public hearings in support of public and private projects. Dam Engineering PROFESSIONAL AFFILIATIONS Natural Resources Conservation Services (NRCS): Principal-in- American Society of Civil Charge/Project Manager for various stability analyses and reports to assess Engineers long-term performance of vegetated emergency spillways. Association of State Dam - Hop Brook Floodwater Retarding Dam – Emergency Spillway Safety Officials Evaluation - George H. Nichols Multipurpose Dam – Conceptual Design of an Armored Spillway EDUCATION - Lester G. Ross Floodwater Retarding Dam – Emergency Spillway University of Rhode Island: Evaluation M.S., Civil Engineering 2001 - Cold Harbor Floodwater Retarding Dam – Emergency Spillway B.S., Civil & Environmental Evaluation Engineering, 1992 - Delaney Complex Dams – Emergency Spillway Evaluation PUBLICATIONS AND Hobbs Pond Dam: Principal-in-Charge/Project Manager for the design PRESENTATIONS and development of construction documents of a new armored auxiliary spillway and new primary spillway to repair a filed embankment and Bellisle, J.M., Chopy, D, increase discharge capacity. -
Ph River, Brook and Tributary Sites the Normal Ph Range For
2016 Parameter Data: pH River, Brook and Tributary Sites The standard measurement of acidity is pH. A pH of less than 7 is acidic; above pH 7 is alkaline, also known by the term “basic.” The pH measurement is a logarithmic measurement, which means that each unit decrease in pH equals a ten-fold increase in acidity. In other words, pH 5 water is ten times more acidic than pH 6 water. Aquatic organisms need the pH of their water body to be within a certain range for optimal growth and survival. Although each organism has an ideal pH, most aquatic organisms prefer pH of 6.5 – 8.0. Watershed LOCATION MAY JUNE JULY AUG. SEPT. OCT. Miniumum Code RIVERS - - - - - - Standard pH units - - - - - - A Annaquatucket River - 7.2 6.9 6.6 6.8 6.9 6.7 6.6 Belleville @ Railroad Crossing WD Ashaway River @ Rte 216 6.8 6.6 6.5 6.8 7.1 6.8 6.5 WD Beaver River @ Rte 138 6.3 6.5 6.6 6.8 6.3 6.1 6.1 NA Buckeye Brook #1 @ Novelty Rd 7.0 7.2 6.5 7.2 6.9 7.0 6.5 NA Buckeye Brk #2 @ Lockwood Brk - 6.7 6.9 6.8 - - 6.7 NA Buckeye Brk #3 @ Warner Brook 6.7 6.5 6.4 6.5 6.5 - 6.4 NA Buckeye Brook #4 @ Mill Cove 6.9 7.0 6.4 7.0 7.0 - 6.4 WD Falls River D - Step Stone Falls 6.4 6.4 6.6 6.5 6.6 6.3 6.3 WD Falls River C - Austin Farm Rd. -
RI Freshwater and Anadromous Fishing Regulations for the 2003-2004 Season
STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT FISH AND WILDLIFE Freshwater and Anadromous FISHING REGULATIONS for the 2003 - 2004 SEASON AUTHORITY: These regulations are adopted pursuant to Chapter 20-1-4, 20-1-12 and 20-1-13, 42-17.1, 42-17.6 , and 42-35, “Administrative Procedures Act” of the General Laws of 1956, as amended. STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT FISH AND WILDLIFE RHODE ISLAND FISHING REGULATIONS for the 2003 - 2004 SEASON T A B L E O F C O N T E N T S RULE 1 Purpose .................................................................................................... iii RULE 2 Authority.................................................................................................... iii RULE 3 Application................................................................................................ iii RULE 4 Severability............................................................................................... iii RULE 5 Superseded Rules and Regulations..................................................... iii RULE 6 Regulations.............................................................................................1-6 PART I - FRESHWATER FISHERIES REGULATIONS ...................1 PART II - ANADROMOUS FISHERIES REGULATIONS ..................5 RULE 7 Effective Date............................................................................................7 FWFISHING.DEM (2003-2004) iii STATE OF RHODE ISLAND AND PROVIDENCE -
ATTENDANCE: A. Members Present
The Rhode Island Rivers Council c/o RI Water Resources Board One Capitol Hill Providence, RI 02908 www.ririvers.org [email protected] Minutes of RIRC Meeting Wednesday, June 12, 2019 Meeting – 4 pm DEM Office of Water Resources – Conference Room 280C 235 Promenade Street, Providence, RI ATTENDANCE: A. Members Present: Veronica Berounsky, Chair Alicia Eichinger, Vice Chair Charles Horbert Walter Galloway Rachel Calabro Ernie Panciera Eugenia Marks B. Guests in Attendance: Elise Torello, Wood-Pawcatuck Watershed Association Michael Zarum, Buckeye Brook Coalition Jennifer Paquet, RI DEM Douglas Stephens, Woonasquatucket River Watershed Council Michael Bradlee, Friends of the Moshassuck Julia Bancroft, Narragansett Bay Estuary Program Susan Kiernan, RI DEM John Zwarg, RI DEM Betsy Dake, RI DEM Arthur Plitt, Blackstone River Watershed Council – Friends of the Moshassuck Margherita Pryor, US EPA Chelsea Glinna, VHB Introductions: All attending board members and guests introduced themselves. Prior to the start of the RIRC Meeting, representatives were available from RI DEM to provide a presentation and give the Watershed Councils an update on things they are working on. Updates were provided on multiple topics as follows: RI Non-Point Source Management Plan: This is overseen by EPA, and is required by Section 319 of the Clean Water Act. The plan is consistent with the State’s “Water Quality 2035” plan Plan elements were described Water quality conditions (descriptive) Management Framework Rules Statewide Priorities Implementation It has a five-year planning horizon focused on RIDEM actions. Priorities include stormwater; OWTS, agriculture, road salt, turf management, pet waste, and “other” sources. Other acknowledged stressors include: wetland alterations; aquatic invasives, stream connectivity, water withdrawals, and climate change. -
Geological Survey
imiF.NT OF Tim BULLETIN UN ITKI) STATKS GEOLOGICAL SURVEY No. 115 A (lECKJKAPHIC DKTIOXARY OF KHODK ISLAM; WASHINGTON GOVKRNMKNT PRINTING OFF1OK 181)4 LIBRARY CATALOGUE SLIPS. i United States. Department of the interior. (U. S. geological survey). Department of the interior | | Bulletin | of the | United States | geological survey | no. 115 | [Seal of the department] | Washington | government printing office | 1894 Second title: United States geological survey | J. W. Powell, director | | A | geographic dictionary | of | Rhode Island | by | Henry Gannett | [Vignette] | Washington | government printing office 11894 8°. 31 pp. Gannett (Henry). United States geological survey | J. W. Powell, director | | A | geographic dictionary | of | Khode Island | hy | Henry Gannett | [Vignette] Washington | government printing office | 1894 8°. 31 pp. [UNITED STATES. Department of the interior. (U. S. geological survey). Bulletin 115]. 8 United States geological survey | J. W. Powell, director | | * A | geographic dictionary | of | Ehode Island | by | Henry -| Gannett | [Vignette] | . g Washington | government printing office | 1894 JS 8°. 31pp. a* [UNITED STATES. Department of the interior. (Z7. S. geological survey). ~ . Bulletin 115]. ADVERTISEMENT. [Bulletin No. 115.] The publications of the United States Geological Survey are issued in accordance with the statute approved March 3, 1879, which declares that "The publications of the Geological Survey shall consist of the annual report of operations, geological and economic maps illustrating the resources and classification of the lands, and reports upon general and economic geology and paleontology. The annual report of operations of the Geological Survey shall accompany the annual report of the Secretary of the Interior. All special memoirs and reports of said Survey shall be issued in uniform quarto series if deemed necessary by tlie Director, but other wise in ordinary octavos. -
2018-2020 Category 5 Waters 303(D) List of Impaired Waters
2018-2020 Category 5 Waters 303(d) List of Impaired Waters Blackstone River Basin Wilson Reservoir RI0001002L-01 109.31 Acres CLASS B Wilson Reservoir. Burrillville TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. Impairment is not a pollutant. Fish Consumption Not Supporting MERCURY IN FISH TISSUE 2025 None Primary Contact Recreation Not Assessed Secondary Contact Recreation Not Assessed Echo Lake (Pascoag RI0001002L-03 349.07 Acres CLASS B Reservoir) Echo Lake (Pascoag Reservoir). Burrillville, Glocester TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. Impairment is not a pollutant. Fish Consumption Not Supporting MERCURY IN FISH TISSUE 2025 None Primary Contact Recreation Fully Supporting Secondary Contact Recreation Fully Supporting Draft September 2020 Page 1 of 79 Category 5 Waters Blackstone River Basin Smith & Sayles Reservoir RI0001002L-07 172.74 Acres CLASS B Smith & Sayles Reservoir. Glocester TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. Impairment is not a pollutant. Fish Consumption Not Supporting MERCURY IN FISH TISSUE 2025 None Primary Contact Recreation Fully Supporting Secondary Contact Recreation Fully Supporting Slatersville Reservoir RI0001002L-09 218.87 Acres CLASS B Slatersville Reservoir. Burrillville, North Smithfield TMDL TMDL Use Description Use Attainment Status Cause/Impairment Schedule Approval Comment Fish and Wildlife habitat Not Supporting COPPER 2026 None Not Supporting LEAD 2026 None Not Supporting NON-NATIVE AQUATIC PLANTS None No TMDL required. -
RI DEM/Water Resources
STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT Water Resources WATER QUALITY REGULATIONS July 2006 AUTHORITY: These regulations are adopted in accordance with Chapter 42-35 pursuant to Chapters 46-12 and 42-17.1 of the Rhode Island General Laws of 1956, as amended STATE OF RHODE ISLAND AND PROVIDENCE PLANTATIONS DEPARTMENT OF ENVIRONMENTAL MANAGEMENT Water Resources WATER QUALITY REGULATIONS TABLE OF CONTENTS RULE 1. PURPOSE............................................................................................................ 1 RULE 2. LEGAL AUTHORITY ........................................................................................ 1 RULE 3. SUPERSEDED RULES ...................................................................................... 1 RULE 4. LIBERAL APPLICATION ................................................................................. 1 RULE 5. SEVERABILITY................................................................................................. 1 RULE 6. APPLICATION OF THESE REGULATIONS .................................................. 2 RULE 7. DEFINITIONS....................................................................................................... 2 RULE 8. SURFACE WATER QUALITY STANDARDS............................................... 10 RULE 9. EFFECT OF ACTIVITIES ON WATER QUALITY STANDARDS .............. 23 RULE 10. PROCEDURE FOR DETERMINING ADDITIONAL REQUIREMENTS FOR EFFLUENT LIMITATIONS, TREATMENT AND PRETREATMENT........... 24 RULE 11. PROHIBITED -
PSNH, Merrimack Station, NH0001465
MA0003654 Determinations Document July 22, 2002 6.0 CWA § 316(a) - Determination In Response to USGenNE’s Variance Application 6.1 Introduction This section of the NPDES permit development package for BPS presents EPA’s determination in response to USGenNE’s application for alternative thermal discharge limitations under CWA § 316(a) (commonly referred to as “a § 316(a) variance application”). As discussed in the Permitting History section of this document, the thermal discharge limits included in the original October 1973 NPDES permit for BPS were based on Massachusetts Water Quality Standards rather than a § 316(a) variance. This permit included a maximum temperature limitation of 90° F and a )-T limitation of 20° F. The permittee subsequently sought relaxation of those limitations under a § 316(a) variance. The record shows this request to have been extremely controversial. The permit’s maximum temperature and )-T limits were alternately raised and then returned to the original limits in a series of permit modifications and agreements over the years from 1976 to 1979.1 In 1979, a new permit was issued by EPA and MA DEP on the basis of a CWA § 316(a) variance. This permit raised the maximum temperature and )-T limits to 95° F and 22° F, respectively. These limits remain in place in the current permit with certain conditions. See EPA Fact Sheet for BPS Draft NPDES Permit No. MA003654 (June 11, 1993), p. 11. In 1982, although the maximum temperature and )-T limits of 95° F and 22° F remained constant, BPS was nevertheless effectively authorized to discharge more heat (in BTUs) to Mount Hope Bay when another permit change allowed the plant to discharge an increased volume of cooling water flow due to the conversion of Unit 4 from closed-cycle to open-cycle cooling. -
Waterbody Name Lat Long Location Town Stage Ruler Rationale Number # Subwatershed A-01-01-010 BB010 No Beaver Brook Beaver Brook Jewish Comm
Master Site List 2007 Site Rev. Site Watershed CWF Waterbody Name Lat Long Location Town Stage Ruler Rationale Number # Subwatershed A-01-01-010 BB010 No Beaver Brook Beaver Brook Jewish Comm. 42.29549 -71.83817 On footbridge located south of Worcester On footbridge Baseline near beginning Ctr. northerly driveway at 633 of Beaver Brook Salisbury St. at the Jewish Community Center A-01-01-030 BB030 No Beaver Brook Beaver Brook Park Ave. 42.25028 -71.83142 Upstream of confluence of Worcester On abutment on To compare with Carwash Beaver Brook and Tatnuck south side of street Tatnuck Brook just Brook at Clark Fields carwash on above confluence Park Ave. A-02-01-010 BMB010 No Broad Meadow Broad Meadow Dunkirk 42.24258 -71.77599 At end of Dunkirk Ave, slightly Worcester Baseline where brook Brook Brook downstram of culvert. outfalls from culvert A-02-01-020 BMB020 No Broad Meadow Broad Meadow Dupuis Ave. 42.23554 -71.77297 Walk around lawn. Just before Worcester To monitor impacts of Brook Brook Beaver Brook enters pipe 50' Beaver Dam - see how upstream of pipe. quality improves after going through natural area A-02-01-040 BMB040 No Broad Meadow Broad Meadow Holdridge 42.23092 -71.76782 Downstream of stone bridge on Worcester 15 feet below Midway on course Brook Brook Holdridge Trail - on the west stone bridge on through wildlife sanctuary bank tree A-02-01-050 BMB050 No Broad Meadow Broad Meadow Dosco 42.19267 -71.75017 Beside Dosco Sheet Metal Millbury Attached to Dorothy Brook as it flows Brook Brook Company; 30 yards downstream concrete wall into the Blackstone River from Grafton St. -
Glacial Geology and Aquifer Characteristics of the Big River Area, Central Rhode Island
U.S. Department of the Interior Stone and Dickerman U.S. Geological Survey Glacial Geology and Aquifer — Characteristics of the GLACIAL Big River Area, Central GEOLOGY Rhode Island AND AQUIFER CHARACTERISTICS OF By JANET RADWAY STONE and DAVID C. DICKERMAN Water-Resources Investigations Report 01-4169 MASSACHUSETTS RHODE ISLAND CONNECTICUT THE BIG RIVER Big River Study Area AREA, CENTRAL RHODE ISLAND Prepared in cooperation with the RHODE ISLAND WATER RESOURCES BOARD — WRIR 01-4169 U.S. Department of the Interior U.S. Geological Survey Glacial Geology and Aquifer Characteristics of the Big River Area, Central Rhode Island By JANET RADWAY STONE and DAVID C. DICKERMAN Water-Resources Investigations Report 01-4169 Prepared in cooperation with the RHODE ISLAND WATER RESOURCES BOARD Northborough, Massachusetts 2002 U.S. DEPARTMENT OF THE INTERIOR GALE A. NORTON, Secretary U.S. GEOLOGICAL SURVEY Charles G. Groat, Director For additional information write to: Copies of this report can be purchased from: Subdistrict Chief U.S. Geological Survey Massachusetts-Rhode Island District Branch of Information Services U.S. Geological Survey Box 25286 Water Resources Division Denver, CO 80225-0286 10 Bearfoot Road Northborough, MA 01532 or visit our Web site at http://ma.water.usgs.gov CONTENTS Introduction ........................................................................................................................................................................... 1 Acknowledgments...................................................................................................................................................... -
By Herbert E. Johnston and David C. Dickerman Water-Resources
HYDROLOGY, WATER QUALITY, AND GROUND-WATER-DEVELOPMENT ALTERNATIVES IN THE CHIPUXET GROUND-WATER RESERVOIR, RHODE ISLAND By Herbert E. Johnston and David C. Dickerman U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 84-4254 Prepared in cooperation with the Rhode Island Water Resources Board Providence, Rhode Island 1985 HYDROLOGY, WATER QUALITY, AND GROUND-WATER-DEVELOPMENT ALTERNATIVES IN THE CHIPUXET GROUND-WATER RESERVOIR, RHODE ISLAND By Herbert E. Johnston and David C. Dickerman U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 84-4254 Prepared in cooperation with the Rhode Island Water Resources Board Providence, Rhode Island 1985 UNITED STATES DEPARTMENT OF THE INTERIOR WILLIAM P. CLARK f Secretary GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information Copies of this report can write to: be purchased from: Chief, Rhode Island Office Open-File Services Section U.S. Geological Survey Western Distribution Branch Room 237 U.S. Geological Survey John 0. Pastore Federal Bldg. Box 25425, Federal Center Providence, RI 02903 Denver, CO 80225 (Telephone: (401) 528-5135) (Telephone: (308) 234-5888) CONTENTS Page Abstract 1 Introduction 3 Purpose and scope 7 Previous studies 7 Acknowledgments 8 Water use 8 Hydrology 10 Streamflow 10 Duration of streamflow 12 Frequency and duration of low flow 12 Components of streamflow 16 Relation of runoff to geology and topography 17 Hydrogeology 20 Bedrock 26 Till 27 Stratified drift 28 Storage coefficient and specific yield 29 Hydraulic conductivity and transmissivity -
Bristol County, Massachusetts (All Jurisdictions)
VOLUME 2 OF 4 BRISTOL COUNTY, MASSACHUSETTS (ALL JURISDICTIONS) Bristol County COMMUNITY NAME COMMUNITY NUMBER ACUSHNET, TOWN OF 250048 ATTLEBORO, CITY OF 250049 BERKLEY, TOWN OF 250050 DARTMOUTH, TOWN OF 250051 DIGHTON, TOWN OF 250052 EASTON, TOWN OF 250053 FAIRHAVEN, TOWN OF 250054 FALL RIVER, CITY OF 250055 FREETOWN, TOWN OF 250056 MANSFIELD, TOWN OF 250057 NEW BEDFORD, CITY OF 255216 NORTH ATTLEBOROUGH, TOWN OF 250059 NORTON, TOWN OF 250060 RAYNHAM, TOWN OF 250061 REHOBOTH, TOWN OF 250062 SEEKONK, TOWN OF 250063 SOMERSET, TOWN OF 255220 SWANSEA, TOWN OF 255221 TAUTON, CITY OF 250066 WESTPORT, TOWN OF 255224 REVISED JULY 16, 2014 FLOOD INSURANCE STUDY NUMBER 25005CV002B NOTICE TO FLOOD INSURANCE STUDY USERS Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) may not contain all data available within the repository. It is advisable to contact the community repository for any additional data. Selected Flood Insurance Rate Map panels for the community contain information that was previously shown separately on the corresponding Flood Boundary and Floodway Map panels (e.g., floodways, cross sections). In addition, former flood hazard zone designations have been changed as follows: Old Zone New Zone A1 through A30 AE V1 through V30 VE (shaded) B X C X Part or all of this Flood Insurance Study may be revised and republished at any time. In addition, part of this Flood Insurance Study may be revised by the Letter of Map Revision process, which does not involve republication or redistribution of the Flood Insurance Study.