Massachusetts Department of Environmental Management
Saugus River Water Budget and Instream Flow Study
Prepared By: Gomez and Sullivan Engineers and Environmental Scientists 55 North Stark Highway Weare, NH 03281 APPENDICES Summary of Appendices
Appendix A: LWSC: Public Water Supply Annual Statistics Reports from 1994-1999
Appendix B: Calculation of LWSC Saugus River Diversions, Ipswich River Diversions, Runoff around Four Reservoirs and Imported MWRA Water. Data was used to develop Figure 3.2-1.
Appendix C: LWSC Water Conservation Policy and Drought Contingency Plan
Appendix D: Sheraton Golf Course: Public Water Supply Annual Statistics Reports from 1994-1999. Absent 1996
Appendix E: LCWD: Public Water Supply Annual Statistics Reports from 1994-1999
Appendix F: WWD: Public Water Supply Annual Statistics Reports from 1994-1999
Appendix G: SWRC: 2001 Water Quality Report
Appendix H: Habitat Matrix and Mapping of the Saugus River from the Diversion Dam to the Saugus Ironworks
Appendix I: Habitat Suitability Index Curves
Appendix J: Flow Notes obtained during IFIM study and other tables
Appendix K: Photo Documentation of Study Reaches
Appendix L: Diversion Dam and Staples Reaches- Cross-sections and Rating Curves
Appendix M: Weighted Usable Area versus Flow Results
Appendix A: LWSC: Public Water Supply Annual Statistics Reports from 1994-1999
Appendix B: Calculation of LWSC Saugus River Diversions, Ipswich River Diversions, Runoff around Four Reservoirs and Imported MWRA Water. Data was used to develop Figure 3.2-1. APPENDIX B- DATA USED TO DEVELOP GRAPHS IN SECTION 3 Page 1 of 2
Hawkes Pond Pumping Records Average Monthly Year 1993 1994 1995 1996 1997 1998 1999 *Average Average Flow at USGS gage Month MGD MGD MGD MGD MGD MGD MGD MGD cfs-days cfs-days January 342 90 342 0 415.9 399 264.8 170.8 45.5 February 252 144 270 134 425.9 170 232.7 5.4 46.8 March 108 360 162 239 139.2 68 179.4 3.7 46.8 April 72 216 360 209 223.9 102 197.2 4.1 48.0 May 522 126 252 157 66 124 207.8 4.3 30.2 June 72 108 126 157 101.6 50 102.4 2.1 24.3 July 0 0 108 18 110.2 0 39.4 0.8 7.7 August 54 0 36 0 91.9 50 38.7 0.8 3.8 September 180 18 144 0 32.5 152 87.8 1.8 12.1 October 180 162 198 18 148.9 251 159.7 3.3 29.8 November 234 486 198 166 216.7 314 269.1 5.6 24.3 December 522 270 0 229 102 268 231.8 4.8 34.1 Total 2538 1980 2196 1327 2074.7 1948 167.6 8.4 29.5
Total Demand Average Monthly Year 1993 1994 1995 1996 1997 1998 1999 *Average Average Flow at USGS gage Month MGD MGD MGD MGD MGD MGD MGD MGD cfs-days cfs-days January no estimate 337 326 362 336.513 339.026 323 337.3 16.9 45.5 February no estimate 305 329 364 293.672 299.556 284 312.5 17.3 46.8 March no estimate 339 355 376 332.704 332.656 310 340.9 17.0 46.8 April no estimate 314 305 301 312.295 318.561 314 310.8 16.1 48.0 May no estimate 342 320 328 329.97 348.156 335 333.9 16.7 30.2 June no estimate 372 340 353 373.829 345.412 382 361.0 18.7 24.3 July no estimate 400 365 359 394.114 382.01 362 377.0 18.9 7.7 August no estimate 360 369 362 363.832 351.845 342 358.1 17.9 3.8 September no estimate 326 367 311 330.425 347.947 308 331.7 17.1 12.1 October no estimate 329 315 329 315.165 327.083 298 318.9 15.9 29.8 November no estimate 302 300 308 303.552 306.334 276 299.3 15.5 24.3 December no estimate 311 323 322 333.865 307.166 289 314.3 15.7 34.1 Total 4037 4014 4075 4019.936 4005.752 3823 333.0 16.6 29.5
Water Withdrawn from Saugus River as Report on Annual Reports Average Monthly Year 1993 1994 1995 1996 1997 1998 1999 *Average Average Flow at USGS gage Month MGD MGD MGD MGD MGD MGD MGD MGD cfs-days cfs-days Jan no estimate 342 77 366 0 406.6 251 240.4 12.0 45.5 Feb no estimate 252 122 25 190 462.7 92 190.6 10.6 46.8 Mar no estimate 108 306 0 312 37.2 0 127.2 6.4 46.8 Apr no estimate 72 184 474 0 194.2 59 163.9 8.5 48.0 May no estimate 522 107 52 224 0 151 176.0 8.8 30.2 Jun no estimate 72 92 150 111 20 41 81.0 4.2 24.3 Jul no estimate 0 0 113 0 27 0 23.3 1.2 7.7 Aug no estimate 54 0 75 0 103 0 38.7 1.9 3.8 Sep no estimate 180 15 244 0 0 228 111.2 5.7 12.1 Oct no estimate 180 138 84 5 330.3 305 173.7 8.7 29.8 Nov no estimate 234 413 0 328 226 344 257.5 13.3 24.3 Dec no estimate 522 230 7 362 154 387 277.0 13.9 34.1 Total 2538 1684 1590 1532 1961 1858 155.0 7.8 29.5 APPENDIX B- DATA USED TO DEVELOP GRAPHS IN SECTION 3 Page 2 of 2
Water Withdrawn from Ipswich as Report on Annual Reports Average Monthly Year 1993 1994 1995 1996 1997 1998 1999 *Average Average Flow at USGS gage Month MGD MGD MGD MGD MGD MGD MGD MGD cfs-days cfs-days January no estimate 0 0 208 0 446.5 80 122.4 6.1 45.5 February no estimate 0 0 0 0 86.4 114 33.4 1.8 46.8 March no estimate 0 0 0 91 0 18 18.2 0.9 46.8 April no estimate 0 0 0 0 0 0 0.0 0.0 48.0 May no estimate 0 0 0 157 0 0 26.2 1.3 30.2 June no estimate 0 0 0 0 0 0 0.0 0.0 24.3 July no estimate 0 0 0 0 0 0 0.0 0.0 7.7 August no estimate 0 0 0 0 0 0 0.0 0.0 3.8 September no estimate 0 0 0 0 0 0 0.0 0.0 12.1 October no estimate 0 0 0 0 0 0 0.0 0.0 29.8 November no estimate 0 0 0 0 0 0 0.0 0.0 24.3 December no estimate 39 221 0 95 0 231 97.7 4.9 34.1 Total 39 221 208 343 532.9 443 24.8 1.2 29.5
Purchased Water Average Monthly Year 1993 1994 1995 1996 1997 1998 1999 *Average Average Flow at USGS gage Month MGD MGD MGD MGD MGD MGD MGD MGD cfs-days cfs-days January no estimate 23 20 18 17.306 11.345 10 16.6 0.8 45.5 February no estimate 19 19 18 15.785 7.809 7 14.4 0.8 46.8 March no estimate 22 22 12 18.92 10.922 7 15.5 0.8 46.8 April no estimate 21 19 11 17.223 11.193 8 14.6 0.8 48.0 May no estimate 21 14 12 16.474 10.328 7 13.5 0.7 30.2 June no estimate 23 18 16 15.485 11.456 9 15.5 0.8 24.3 July no estimate 28 21 18 16.48 12.71 12 18.0 0.9 7.7 August no estimate 23 22 17 12.591 12.534 13 16.7 0.8 3.8 September no estimate 22 20 13 12.82 12.727 13 15.6 0.8 12.1 October no estimate 24 16 18 13.563 11.153 11 15.6 0.8 29.8 November no estimate 20 14 10 12.068 8.988 8 12.2 0.6 24.3 December no estimate 21 14 8 13.709 8.838 6 11.9 0.6 34.1 Total 267 219 171 182.424 130.003 111 15.0 0.8 29.5
Runoff around 4 reservoirs Average Monthly Year 1993 1994 1995 1996 1997 1998 1999 *Average Average Flow at USGS gage Month MGD MGD MGD MGD MGD MGD MGD MGD cfs-days cfs-days January no estimate -28 229 -230 319.207 -525.419 -18 -42.2 -2.1 45.5 February no estimate 34 188 321 87.887 -257.353 71 74.1 4.1 46.8 March no estimate 209 27 364 -89.216 284.534 285 180.1 9.0 46.8 April no estimate 221 102 -184 295.072 113.168 247 132.4 6.8 48.0 May no estimate -201 199 264 -67.504 337.828 177 118.2 5.9 30.2 June no estimate 277 230 187 247.344 313.956 332 264.6 13.7 24.3 July no estimate 372 344 228 377.634 342.3 350 335.7 16.8 7.7 August no estimate 283 347 270 351.241 236.311 329 302.8 15.1 3.8 September no estimate 124 332 54 317.605 335.22 67 205.0 10.6 12.1 October no estimate 125 161 227 296.602 -14.37 -18 129.5 6.5 29.8 November no estimate 48 -127 298 -36.516 71.346 -76 29.6 1.5 24.3 December no estimate -271 -142 307 -136.844 144.328 -335 -72.3 -3.6 34.1 Total 1193 1890 2106 1962.512 1381.849 1411 138.1 7.0 29.5 Appendix C: LWSC Water Conservation Policy and Drought Contingency Plan
Water Conservation Policy and Drought Contingency Plan
Hazard - Drought
A drought could cause conditions that prevent the Commission from supplying water to the residents of Lynn.
Emergency Preparedness - Drought
The Commission has prepared a drought contingency plan to mitigate hardships encountered during a drought period. The plan includes emergency actions/public notification and lists arrangements made for back-up supply through the Towns of Saugus, Lynnfield, and Swampscott and the Cities of Salem and Peabody through hydrant and MWRA water main connections.
Emergency Response - Drought
The following actions are to be taken by Commission personnel during various drought conditions (reservoir storage capacity).
(1) Normal Condition (66 to 100 % of capacity):
(a) No restrictions imp osed upon the public. (b) Operators repair leaks on priority basis. (c) Operators pump and draw from source rivers as reservoir and seasonal conditions allow.
(2) Drought Watch (56 to 65 % of capacity):
(a) No restrictions imposed upon the public. (b) Operators repair leaks on priority basis. (c) Operators pump and draw from source rivers as flow conditions allow. (d) Water Supply Superintendent will begin monitoring reservoir levels, usage and supply on a weekly basis. Page 2
(3) Voluntary Curtailment (51 to 55 % of capacity):
(a) Executive Director will request through newspaper that users begin to reduce consumption on a voluntary basis. (b) Water Supply Superintendent will request the MADEP for permission to pump from the Ipswich River during prohibited times when water is available. (c) Operators will limit use of hydrants for non-fire uses. (d) Operators will repair leaks on a continuous basis. (e) Water Supply Superintendent will continue monitoring reservoir levels, usage and supply on a weekly basis. (f) Executive Director or designee will place voluntary water conservation tips in the local newspaper.
(4) Limited Restrictions (46 to 50 % of capacity):
(a) Executive Director will request through newspaper that users reduce consumption.
1) Restrict sprinkler use in parks, playgrounds, flower beds, etc. 2) Restrict restaurants to serve water only on request. 3) Limit car washing to weekends. 4) Limit watering of lawns and gardens to the hours of 9:00 PM to 9:00 AM on a alternate day basis 5) Prohibit watering lawns and gardens for 24 hours after a measurable rain 6) Prohibit automatic sprinkling during daytime and during rain. 7) Restrict filling swimming pools. 8) Restrict watering golf courses to greens only. 9) Issue warnings for violations
(b) Water supply lead operator will pump from Ipswich River whenever water available, upon MADEP approval. (c) Operators will place repair of leaks a high priority item. (d) Fire hydrants will only be used for fire fighting. (e) Water Supply Superintendent will continue monitoring reservoir levels, usage and supply on a weekly basis. Page 3
(5) Enforced Bans (26 to 45 % of capacity):
(a) Executive Director will request through newspaper that users reduce consump tion.
(1) Shut off water to sprinkler use in parks, playgrounds, flowerbeds, etc. (2) Restrict restaurants to serve water only on request. (3) Prohibit car washing. (4) Prohibit watering of lawns and gardens and washing sidewalks, driveways and porches. (5) Prohibit filling swimming pools. (6) Shut off water to golf courses. (7) Restrict car washes and coin operated laundries. (8) Issue warnings for first offenses and fines or termination of service for repeated violations.
(b) Water supply lead operator will pump from Ipswich River whenever water available, upon approval from MADEP. (c) Operators will place repair of leaks a top priority item and extend work hours to repair leaks on same day reported. (d) Fire hydrants will only be used for fire fighting. (e) Water Supply Superintendent will begin monitoring reservoir levels, usage and supply on a daily basis. (f) Water Supply Superintendent will begin preparations for obtaining alternate sources of supply. (g) Executive Director will offer rebate or other incentives to large volume users who substantially reduce their consumption.
(6) Declared Water Emergency (<25 % of capacity)
(a) Executive Director will request through newspaper that users reduce consumption.
(1) Ban all unnecessary water usage. (2) Restrict restaurants to serve water only on request. (3) Shut down car washes (4) Limit hours of operation for coin-operated laundries. (5) Impose heavy fines or termination of service for violations.
(b) Water supply lead operator will pump all water possible from Ipswich River, upon approval from MADEP. (c) Operators will place repair of leaks a top priority item with unlimited overtime to repair all known leaks. (d) Fire hydrants will only be used for fire fighting. (e) Water Supply Superintendent will continue monitoring reservoir levels, usage and supply on a daily basis. (f) Obtain alternate sources of supply. (g) Executive Director will offer rebate or other incentives to all users who substantially reduce their consumption. Appendix D: Sheraton Golf Course: Public Water Supply Annual Statistics Reports from 1994-1999. absent 1996
Appendix E: LCWD: Public Water Supply Annual Statistics Reports from 1994-1999
Appendix F: WWD: Public Water Supply Annual Statistical Reports from 1994-1999
Appendix G: SWRC: 2001 Water Quality Report
Saugus River Watershed
Water Quality Report 1998 - 2001
Saugus River Watershed Council Volunteer Water Quality Monitoring Program
ACKNOWLEDGMENTS
Special thanks to the following volunteer water quality monitors who collected samples during 2001:
Ramona Barr Peter Luongo Jillian Repucci David Denton Dick Lynch Neal Robichaud Kathy Divaio Kathy Maglio Sylvia Dove Robichaud Wayne Fox Lise Marx Dave Simmons Janet Hellweg Leslie Oullette Karyl Stoia F. C. Hohmann Judy Paiva Joe Wilson Jim Hohmann Diane Repucci Kathy Wrynn
Special thanks to the Lynn Water and Sewer Commission for providing laboratory services to process bacteria samples for the Saugus River watershed.
Saugus River Watershed Council 2002 Officers and Board of Directors
Kathy Wrynn, Lynn - President Kory Hellmer, Wakefield - Vice President Mary Kinsell, Saugus - Treasurer
Fred Brooks, Saugus Ray Maes, Lynn Sam Cleaves, Gloucester Lise Marx, Melrose David Eatough, Revere Daniel Noon, Saugus Doug Heath, Wakefield Dick Lynch, Saugus Jim Hohmann, Lynn Walt Silva, Reading Joe James, Revere Robert Smith, Saugus Peter Luongo, Peabody
Report text and analysis by Joan LeBlanc and Michael Marino of the Saugus River Watershed Council.
-3-
CONTENTS
PAGE
I. INTRODUCTION 5
II. METHODOLOGY 7
III. RESULTS AND DISCUSSION 9
A. Bacteria B. Dissolved Oxygen C. pH D. Turbidity E. Temperature F. Flow G. Other Observations
IV. APPENDIX 14
A. Map of Watershed Sampling Sites B. 1998 - 2001 Bacteria C. 1998 - 2001 Dissolved Oxygen D. 1998 - 2001 pH E. 1998 - 2001 Turbidity F. 1998 - 2001 Water Temperature
-4- I. INTRODUCTION
The Saugus River Watershed Council is a non-profit organization founded in 1991 to protect the beauty and natural resources of the Saugus River watershed. The Council and its volunteer water quality monitors have been tracking conditions in the Saugus River and its tributaries since 1992. In addition to evaluating existing conditions, results from the Council's water quality monitoring program are used to identify areas with high levels of pollution, and inform efforts to address sources of pollution throughout the watershed.
The Saugus River watershed stretches from Lake Quannapowitt in Wakefield to the Lynn Harbor/Saugus River estuary, Rumney Marsh and the Town Line Brook sub-watershed. The watershed encompassed all or part of eleven communities -- Wakefield, Saugus, Lynn, Lynnfield, Reading, Stoneham, Peabody, Revere, Malden, Melrose, and Everett. Although the Saugus River watershed is highly urbanized, there are still many significant natural resource and historic areas that provide wildlife habitat, scenic beauty, commercial fisheries, and recreational opportunities. These include:
· Lake Quannapowitt: this 251-acre lake in Wakefield, which forms the headwaters for the Saugus River, provides ample opportunity for sailing, ice skating, swimming (when conditions permit) and walking along the shores of the lake.
· Reedy Meadows: the Saugus River meanders through this 540-acre freshwater marsh which is home to rare and threatened bird species and other wetland inhabitants such as fox, river otter, and muskrat.
· Breakheart Reservation: this 670-acre reservation owned and operated by the Metropolitan District Commission includes forest, wetlands, portions of the Saugus River, ponds, and other significant wildlife habitat. Public activities include hiking, nature activities, maple sugaring, swimming and much more.
· Camp Nihan: this educational area is owned and operated by the Metropolitan District Commission. Rangers provide nature walks, educator training sessions, and many other opportunities to enjoy the natural beauties of this site. Alewives have often been observed spawning at Camp Nihan Pond.
· Saugus Iron Works: this National Park Service site features a 17th century iron works, including historical interpretations and a nature trail that meanders along the Saugus River.
-5- · Saugus River from Iron Works to Route 107: this portion of the river is tidal and often hidden by residential and industrial development. Stocker Playground in Saugus provides excellent canoe access at high tide, which is the best way to view the winding beauty of this natural portion of the river.
· Lynn Woods Reservation: this 2,200-acre municipal park provides forested habitat for a wide range of birds and other wildlife. The woods also provide protection for the ponds which make up the Lynn Reservoir System.
· Pines River/Rumney Marsh: this estuarine portion of the watershed provides a fertile nursery for shellfish and offshore fisheries. The area is designated as an Area of Critical Environmental Concern because over 1,000 acres of thriving salt marsh provide rich habitat for birds and fish.
· Town Line Brook sub-watershed: this southern portion of the watershed includes the Town Line Brook, as well as the Sea Plan Basin which has extensive shellfish beds that are currently being targeted for restoration.
Water quality conditions in the watershed have been historically impacted by the withdrawal of millions of gallons of water per day at the Lynn Dam located at the border of Lynnfield and Saugus. The Saugus River provides approximately 45% of the water used to fill Lynn's Reservoir system. Additional water demands from the Saugus River include withdrawals for golf courses and other commercial/industrial uses.
In addition to reduced flow, pollution associated with urbanization and industrial uses has historically stressed the Saugus River watershed. Over the past two decades, much has been accomplished to improve water quality in the Saugus River. An upgraded wastewater treatment plant in Lynn has significantly reduced direct contributions of sewage to the Saugus River. In addition, changes and upgrades to industrial facilities such as General Electric and RESCO continue to take place thanks to more stringent environmental regulations. Despite progress, the Saugus River continues to be affected by some sewage discharges, stormwater pollution, urban runoff, illegal dumping, and other water quality problems.
The Saugus River has been designated as a Class B/SB river according to Massachusetts Water Quality Standards (suitable for fishing and swimming but not drinking). The Saugus River Watershed Council is committed to improving water quality conditions throughout the watershed in order to meet Class B water quality standards on a more consistent basis.
-6- In an effort to evaluate and protect water quality throughout the watershed, volunteers and staff collect water quality samples at 17 sites throughout the watershed on a monthly basis. Samples are analyzed for dissolved oxygen, pH, turbidity, temperature, and E. coli bacteria levels. Qualitative observations are also recorded on general site conditions, bank stability, flow, and wildlife. Program findings are used to inform the Council's ongoing efforts to advocate for improved water quality and restoration of historic fisheries. Water quality results are also provided to local, state, and federal public officials that are working with the Saugus River Watershed Council to improve conditions in the Saugus River watershed.
-7-
II. METHODOLOGY
During 2001, water quality conditions were monitored by staff and volunteers of the Saugus River Watershed Council at the following sites which are located throughout the watershed. SRT9, SRT10, and SRT11 were added as new sites during 2001 in an effort to better quantify known water quality problems in the Town Line Brook sub-watershed.
SR2 - Lake Quannapowitt Outflow, Wakefield SR3 - Dam at Sheraton Colonial, Wakefield SR4 - River at Water Street, Wakefield SR5 - Breakheart/Camp Nihan Bridge, Saugus SR6 - Route 1 @ Dunkin Donuts, Saugus SR7 - Prankers Pond, Saugus SR8 - Saugus Iron Works, Saugus SR9 - Old Railroad Bridge/Hamilton Street, Saugus SR10 - Boston Street Bridge, Lynn SR11 - Ballard Street, Saugus SRT2 - Mill River @ Farm & Water Street, Wakefield SRT4 - Shute Brook @ Winter Street Cemetery, Saugus SRT6 - Strawberry Brook @ Summer Street, Lynn SRT8 - Point of Pines, Revere SRT9 - Trifone Brook, Revere SRT10 - Town Line Brook @ Route 1, Revere SRT11 - Town Line Brook @ Cemeteries, Malden
Samples were collected and analyzed according to the methods outlined below:
· Bacteria samples were collected by Saugus River Watershed Council staff and volunteers using approved collection methods. All samples were stored on ice prior to transport to the laboratory within four hours of collection. Samples were processed at the Lynn Water and Sewer Commission's laboratory using the membrane filtration technique to quantify amounts of E. Coli.
· Dissolved oxygen samples were analyzed using an EPA approved Dissolved Oxygen Test Kit by LaMotte. The test kit uses the azide modification of the Winkler Method and employs a LaMotte Direct Reading Titrator in the final titration.
· Turbidity tests were conducted using a Turbidity in Water Test Kit by LaMotte. The test was made by comparing the turbidity of a measured
-8- amount of the sample with an identical amount of turbidity-free water containing a measured amount of standardized turbidity reagent.
· pH was tested using a Wide Range pH Test Kit by LaMotte. The kit uses an Octet Comparator to match sample color to a color standard.
· Air and water temperatures were measured using an alcohol filled thermometer at the beginning and the end of each sampling period.
· Field observations were collected to document appearance of the water, odor, water flow, bank stability, algae content, riverbed cover, vegetative cover, wildlife, and general site conditions.
-9-
III. RESULTS AND DISCUSSION
A. Bacteria
E. coli bacteria is an indicator of the potential for pathogens which can cause public health problems. The Lynn Water and Sewer Commission has switched from sampling for fecal coliform bacteria to E. coli. This decision was based upon the U.S. Environmental Protection Agency's "Ambient Water Quality Criteria for Bacteria" issued in 1986.
After review of numerous scientific studies, the EPA determined that fecal coliforms showed less correlation to swimming than other indicators such as E. coli. As a result, the EPA has recommended a shift away from fecal coliform to E. coli and Enterococcus for evaluating public health risks associated with bacterial pollution in ambient waters. Over the next few years, the Massachusetts Department of Environmental Protection will revise their state water quality standards to be consistent with the EPA's revised water quality criteria.
According to the latest EPA criteria, the recommended water quality criteria for swimming is a geometric mean of 126 E. coli per 100 ml. EPA also recommends single sample water quality criteria of 236 E. coli/100 ml. for swimming, and 576 E. coli/100 ml. for limited contact such as boating.
During 2001, only 48% of the samples collected in the Saugus River watershed met the federal (single sample) water quality criteria for swimming, while 62% of the samples met the (single sample) boating criteria. Pollution levels occurred following heavy rainfall, indicating that stormwater pollution, combined sewer overflows, and potential sewage surcharges are a problem. Elevated bacteria levels also occurred during dry weather conditions, indicating that bacterial pollution is also being caused by other sources such as illegal connections, and pet waste.
A comparison of 2001 E. coli results with fecal coliform levels from 1998, 1999, and 2000 indicates that bacteria has continuously posed a pollution problem throughout the watershed during the past four years. During 2001, only two sites in the Saugus River watershed met the EPA's geometric mean criteria of 126 E. coli/100 ml for swimming -- the dam at the Sheraton Colonial in Wakefield, and Point of Pines in Revere.
Several sites continued to exhibit moderate to heavy levels of bacterial pollution during 2001. The outlet of Strawberry Brook into the Saugus River in Lynn and Trifone Brook which drains into Town Line Brook in Revere experienced the
-10- highest levels of E. coli bacterial pollution during 2001. Despite recent sewer separation work associated with removing a combined sewer overflow, water quality problems continued at Strawberry Brook, with eight out of nine samples over 2,500 E. coli/100 ml. SRWC will continue to work with Lynn Water and Sewer Commission to address remaining stormwater pollution at this site, and determine whether additional sewer separation work is needed.
Sampling during 2001 indicated that bacteria levels at Trifone Brook in Revere and the Town Line Brook in Malden and Everett were also extremely high, with several samples having bacteria levels that were too numerous to count. SRWC is working with the cities of Revere, Malden, Everett, and Melrose to address water quality, flooding, and public access in the Town Line Brook watershed. This effort has included several storm drain sampling projects to pin point areas of highest pollution, pet waste education, cleanups of illegal debris, and implementation of stormwater management projects to reduce stormwater pollution. Restoring water quality in this portion of the watershed will address public health issues, improve water quality, and help to restore shellfish beds in Rumney Marsh.
Other locations with very high levels of bacteria were Shute Brook in Saugus, and the Saugus River at Boston Street in Lynn. These two sites have had elevated levels of bacteria over the past four years during both wet and dry weather. Moderate to high levels of bacteria were also found at Lake Quannapowitt and the Mill River in Wakefield.
B. Dissolved Oxygen
Adequate levels of dissolved oxygen are needed to support diverse species of fish in the Saugus River. According to Massachusetts Water Quality Standards for Class B waters, a dissolved oxygen concentration of 5.0 mg/l is required for cold water fisheries and 6.0 mg/l is needed to support warm water fisheries.
During the past four years, dissolved oxygen levels have shown significant signs of improvement from an average of 6.01 mg/l in 1998 to an average of 7.4 mg/l during 2001. During the past four years, dissolved oxygen levels have met the state's minimum criteria of 5 mg/l for habitat for a cold fresh water fishery greater than 90% of the time. The higher dissolved oxygen levels are good news for the Saugus River Watershed Council's ongoing efforts to restore fisheries to the watershed. Improved dissolved oxygen results may be related to improved consistency and flow of water which was documented in the non-tidal portions of the watershed.
-11- While overall dissolved oxygen conditions improved, some sporadic problems did occur. During 2001, dissolved oxygen levels dropped below the water quality standard at several sampling sites during the month of June. These lower dissolved oxygen levels were likely a result of rising temperatures and decreased flow associated with the summer months.
The percent saturation of water with dissolved oxygen is a further indicator of a river's overall health. Rivers that consistently have dissolved oxygen saturation values of 90% or higher are considered healthy, while rivers with dissolved oxygen below 90% saturation may be stressed by the presence of oxygen demanding materials such as organic wastes. During 2001, percent saturation of water with dissolved oxygen for the Saugus River and its tributaries dropped below 90% for some of the samples, particularly during the summer months, indicating that additional improvement is needed to ensure consistently adequate levels of dissolved oxygen throughout the watershed.
C. pH pH is a measure of the acidic or basic character of water. Waters that are too acidic (low pH) do not support vegetation or wildlife. In order to meet Massachusetts Water Quality Standards, pH in Class B waters should be in the range of 6.5 to 8.0 standard units and not more than 0.2 units outside the designated range.
The Saugus River watershed does not appear to have any significant pollution problems associated with pH. During 2001, 90% of the samples collected were within the pH range for Massachusetts water quality standards, 96% during 2000, 94% during 1999, and 96% during 1998. Average pH levels for all sites ranged between 7.13 and 7.28 during the period 1998 through 2001. pH levels have often exceeded water quality standards at the Point of Pines site in Revere which is located in the estuary. Average pH at Point of Pines was 8.25 during 2001 and 8.22 during 2000, slightly above the designated range. Minor elevations in this region of the watershed may be related to industrial inputs from the RESCO waste incinerator and/or the General Electric facilities located along the banks of the river.
The consistently neutral levels of pH found in the Saugus River watershed will support ongoing efforts by the Council and others to restore anadromous fisheries to the watershed.
D. Turbidity
-12- Turbidity is a measure of the relative clarity of water. Turbidity increases as a result of suspended solids in the water that reduce the transmission of light. Suspended solids are varied, and can include clay, silt, sand, sewage, plankton or other materials. High turbidity levels are often caused by increased soil erosion, waste discharge, urban runoff, or algal growth.
At higher levels of turbidity, water loses its ability to support a diversity of aquatic organisms. In addition, waters become warmer as suspended particles absorb heat from sunlight, causing oxygen to fall. The combination of warmer water, less light, and oxygen depletion makes it impossible for some forms of aquatic life to survive.
Turbidity levels throughout the Saugus River watershed are generally higher during the summer months. During 2001, the annual average turbidity level throughout the watershed was 5.4 JTUs, lower than the previous three years when turbidity levels ranged from 6.9 to 7.5 JTUs.
-13- E. Temperature
Many of the aquatic insects and fish which live in the Saugus River require specific temperature ranges to survive. Unlike humans who can adapt to wider temperature extremes, these organisms die if the temperature increases beyond their tolerance. Warmer water causes aquatic organisms to breathe faster, but it also contains less oxygen and thus cannot support most fish and aquatic insects.
According to Massachusetts Water Quality Standards, temperature in Class B "fishable and swimmable" waters should not exceed 83 F (28.3C) in warm water fisheries or 68 F (20C) in cold water fisheries. In addition, temperature changes from a discharge should not exceed 3 F in cold water fisheries and 5 F in warm water fisheries.
The Saugus River was once a thriving cold water fishery, but the loss of well vegetated shaded banks combined with decreased water flow have resulted in waters that are more amenable to warm water populations of fish and other aquatic species. During the past four years, temperatures exceeded the maximum of 20C for a cold water fishery during most of the summer months, but were well within the standards needed to support warm water fisheries throughout the year.
Increased temperatures in the Saugus River watershed are caused by the use of river water for cooling purposes by industrial enterprises, by loss of vegetative cover, and by the impact of developed land on temperature. Buildings and parking lots act as heat sinks reducing shade in large river reaches and increasing water temperatures.
F. Water Flow
Maintaining an adequate and consistent flow in the non-tidal portions of the Saugus River and its tributaries is critical to restoring habitat and wildlife to the river. Flow conditions in the Saugus River improved moderately during 2000 and 2001, with fewer occurrences of the river running dry during the summer months. Several efforts to evaluate and improve flow conditions in the Saugus River Watershed took place during 2001.
Thanks to funding from the North Coastal Basin Team of the Massachusetts Watershed Initiative, a comprehensive Saugus River Flow Study focusing on the Saugus River was implemented during 2001. The Saugus River Watershed Council was one of several organizations working with the Department of Environmental Management to implement this important project. Final policy
-14- recommendations for ensuring adequate flow and restoring certain fish species to the Saugus River will be made during 2002.
In addition, the Lynn Water and Sewer Commission implemented the first pilot program to voluntarily limit withdrawals from the Saugus River during the summer months. Under the pilot program, during the months of July and August, LWSC only withdrew water from the Saugus River during periods of intense rainfall to add capacity to the reservoirs, and avoid downstream flooding, while maintaining adequate flow in the main stem of the Saugus River.
During the winter of 2001/2002, the Northeast region experienced a significant lack of rainfall causing drought and other warning levels in Massachusetts, and other Northeast states. The lack of rainfall will make it even more challenging to maintain adequate levels of flow in the Saugus River during 2002.
In an effort to provide adequate flow for anadromous fish runs such as alewives up the Saugus River, the Council has launched a Fish Spotter program to identify the presence of fish runs in the watershed. Information from this volunteer- based program will be used to inform water management and withdrawal decisions during the 2002 fish spawning season.
G. Other Observations
Signs of fish, birds and mammals were observed throughout the watershed, including: ducks and shorebirds such as herons, egrets, and sandpipers were found throughout the watershed, harbor seals were spotted in the Saugus River estuary, river otter were spotted along the main stem of the Saugus River, hundreds of yellow perch were found at the base of the Lake Quannapowitt Dam, and alewives were seen spawning in the Camp Nihan Pond and trying to make their way up the Lynnfield Dam at Colonial.
-15- IV. APPENDIX
A. Map of Watershed Sampling Sites
B. Bacteria Sampling 2001 E. Coli 1998 - 2000 Fecal Coliform
C. 1998 - 2001 Dissolved Oxygen
D. 1998 - 2001 pH
E. 1998 - 2001 Turbidity
F. 1998 - 2001 Water Temperature
-16- Saugus River Watershed Council Water Quality Monitoring Sites
Lake Quannapowitt
Reading
Lynnfield Peabody SR2
Stoneham SR3 Wakefield SRT2 Rt. 128 Mill River Rt. 1
SR4 SR5
Saugus SR6 Saugus River Melrose SR7 Lynn SR8 Saugus Iron SR10 Works Linden Br. SRT4 SR9 Malden Townline Br. Rt. 107 SRT10 SR11 SRT6 SRT11 Pines River
SRT9 Everett SRT8 Revere Trifone Br.
SR2 - Lake Quannapowitt Outflow, Wakefield SRT2 - Mill River @ Farm & Water Street, Wakefield SR3 - Dam at Sheraton Colonial, Wakefield SRT4 - Shute Brook @ Winter Street Cemetery, Saugus SR4 - River at Water Street, Wakefield SRT6 - Strawberry Brook @ Summer Street, Lynn SR5 - Breakheart/Camp Nihan Bridge, Saugus SRT8 - Point of Pines, Revere SR6 - Route 1 @ Dunkin Donuts, Saugus SRT9 - Trifone Brook, Revere SR7 - Prankers Pond, Saugus SRT10 - Town Line Brook @ Route 1, Revere SR8 - Saugus Iron Works, Saugus SRT11 - Town Line Brook @ Cemeteries, Malden SR9 - Old Railroad Bridge/Hamilton Street, Saugus SR10 - Boston Street Bridge, Lynn SR11 - Ballard Street, Saugus Saugus River Watershed 2001 - Bacteria Sampling
E. Coli - Monthly Results
2,500 2,250 2,000 1,750 1,500 1,250
E. Coli 1,000 750 500 250 0
Route 1 Mill River Iron WorksBoston St. Shute Brook Pt. Of Pines Trifone Brook Prankers Pond Strawberry Br. TLB/Cemetery L. QuannapowittDam @ Colonial Breakheart Bridge Town Line Br./Rte 1
April May June July August September October November December
Saugus River Watershed - All Sites 2001
% of samples meeting U.S. EPA water quality criteria for swimming of 236 E. Coli/100ml 48% % of samples meeting U.S. EPA water quality criteria for boating of 576 E. Coli/100ml 62%
* Results shown as 2,500 were too numerous to count according to the available sampling procedures. Saugus River Watershed 2001 - Bacteria Sampling
2001 E. Coli (Geometric Mean)
1,800 1,626 1,600 1,471 1,400
1,200
1,000
800 652 594 600 581 433 400 320 E. Coli (Geometric Mean) 200 185 200 138 128 137 111 50 0 Route 1 Bridge Mill River Breakheart Boston St. Iron Works Town Line Pt. of Pines Brook/Rte 1 Shute Brook Trifone Brook Strawberry Br. TLB/Cemetery Prankers Pond L. Quannapowitt Dam @ Colonial
Results shown represent the geometric mean of all samples taken for each site during 2001. A geometric mean of 126 E. Coli or lower is needed to meet the U.S. Environmental Protection Agency's established water quality criteria for swimming. Only two of the fourteen sampling sites in the Saugus River Watershed met this criteria during 2001. Saugus River Watershed Water Quality Monitoring 2001 E. Coli Results
Geometric April May June July August Sept. Oct. Nov. Dec. Mean Site # SR 2 L. Quannapowitt 19 580 250 130 2,500 2,500 2,500 500 190 432.69 SR 3 Dam @ Colonial 83 190 130 20 110 30 1 40 390 50.43 SR 4 Breakheart Bridge 47 1850 260 90 360 840 90 1 330 138.10 SR 6 Route 1 36 2,500 160 130 260 720 - 1 205 127.95 SR 7 Prankers Pond 50 600 180 270 500 420 10 30 180 136.58 SR 8 Iron Works 39 1400 190 230 460 510 140 30 220 200.23 SR10 Boston St. 159 2,500 2,500 2,500 520 2,500 10 200 1170 581.12 SRT2 Mill River 166 2,500 280 110 170 330 930 100 530 320.16 SRT4 Shute Brook 111 850 2,500 2,500 1440 1400 220 50 700 593.62 SRT6 Strawberry Br. 52 2,500 2,500 2,500 2,500 2,500 2,500 2,500 2,500 1,625.77 SRT8 Pt. of Pines 24 1700 50 50 80 180 10 2,500 70 111.06 SRT9 Trifone Brook 2,500 2,500 2,500 2,500 2,500 2,500 220 240 2,500 1,470.89 SRT10 Town Line Brook/Rte 1 - - 210 150 120 1290 20 30 2,500 184.63 SRT11 TLB/Cemetery - - 2,500 1970 2,500 2,500 90 120 150 651.59
U.S. EPA water quality criteria for swimming is 236 E. Coli/100ml U.S. EPA water quality criteria for boating is 576 E. Coli/100ml A geometric mean of 126 E. Coli or lower is needed to meet the U.S. EPA water quality criteria for swimming.
*The geometric mean was calculated for each site over the sampling period, April through December. * Results shown as 2,500 were too numerous to count according to the available sampling procedures. Saugus River Watershed - 2000 Saugus River Watershed - 1999
100000 10,000
10000 1,000
1000 100 100 Fecal Coliform Fecal Coliform 10 10
1 1 Pond Mill Pond Mill L. Route 1 Dam @ Colonial L. Route 1 Dam @ Colonial Bridge Prankers Bridge Mill River Prankers Mill River Boston St. Boston St. Iron Works Breakheart Breakheart Iron Works Breakheart Breakheart Pt. Of Pines Shute Brook Pt. Of Pines Shute Brook Quannapowitt Quannapowitt Strawberry Br. Strawberry Br.
June July August Sept. Oct. June * July August Sept Oct.
Saugus River Watershed - 1998
100,000
10,000 Saugus River Watershed - All Sites 1998 1999 2000
1,000 % of samples meeting swimming standard 33% 25% 40% 100 % of samples meeting boating standard 73% 88% 70%
Fecal Coliform 10
1 Water quality standard for swimming is 200 FC/ml Water quality standard for boating is 1,000 FC/ml Pond Mill L. Route 1 Dam @ Colonial Bridge Prankers Mill River Boston St. Iron Works Breakheart Breakheart Pt. Of Pines Shute Brook Quannapowitt Strawberry Br.
June July August Sept. Oct. Saugus River Watershed Water Quality Monitoring - Fecal Coliform 1998-2000
2000 Sampling Season
Site # June July August Sept. Oct. SR 2 L. Quannapowitt 160 300 700 1 100 SR 3 Dam @ Colonial 790 400 1 1 1 SR 4 Breakheart Bridge 890 2,300 100 1 1 SR 5 Breakheart Mill 1,080 2,700 200 100 1 SR 6 Route 1 850 2,300 100 400 1 SR 7 Prankers Pond 1,300 2,100 300 200 1 SR 8 Iron Works 1,130 2,300 400 200 1 SR10 Boston St. 1,290 5,300 800 100 1 SRT2 Mill River 860 3,400 300 100 1 SRT4 Shute Brook 99,999 2,900 1,400 1600 1 SRT6 Strawberry Br. 99,999 33,400 99,999 300 200 SRT8 Pt. Of Pines 800 100 100 1 1
1999 Sampling Season
Site # June * July August Sept Oct. SR 2 L. Quannapowitt 1 100 1 1000 1250 SR 3 Dam @ Colonial 1 400 300 100 680 SR 4 Breakheart Bridge 1 1 900 500 110 SR 5 Breakheart Mill 1 300 400 300 460 SR 6 Route 1 1 300 800 1900 220 SR 7 Prankers Pond 1 800 300 400 430 SR 8 Iron Works 1 100 1,300 1300 230 SR10 Boston St. 1 900 200 800 540 SRT2 Mill River 1 600 400 700 160 SRT4 Shute Brook 1 200 700 300 110 SRT6 Strawberry Br. 1 800 1,600 100 10 SRT8 Pt. Of Pines 1 400 400 1 1
1998 Sampling Season
Site # June July August Sept. Oct. SR 2 L. Quannapowitt 20 950 230 1 1,060 SR 3 Dam @ Colonial 99,999 10 20 130 1,420 SR 4 Breakheart Bridge 99,999 100 670 220 50 SR 5 Breakheart Mill 99,999 130 1 200 230 SR 6 Route 1 390 1,000 530 920 80 SR 7 Prankers Pond 99,999 720 380 60 620 SR 8 Iron Works 99,999 880 960 260 200 SR10 Boston St. 99,999 230 160 1,360 760 SRT2 Mill River 230 140 110 99,999 100 SRT4 Shute Brook 99,999 960 1,600 800 1 SRT6 Strawberry Br. 99,999 230 550 99,999 40 SRT8 Pt. Of Pines 99,999 140 90 20 20
* No sample was collected for June 1999 99,999 indicates too many to count
Water quality standard for swimming is 200 Water quality standard for boating is 1,000 Saugus River Watershed Dissolved Oxygen 1998-2001
2001 Dissolved Oxygen 2000 Dissolved Oxygen (Seasonal Variation) (Seasonal Variation)
9.74 9.94 8.77 8.31 10.00 7.51 7.69 10.00 6.64 6.93 7.28 7.79 8.00 5.91 8.00 6.81 6.70 7.11 6.00 6.00 4.00 2.00 4.00 0.00 2.00 - Oct. May July Nov. June Sept. June August Oct. Dec. August
Monthly Average Monthly Average
1999 Dissolved Oxygen 1998 Dissolved Oxygen (Seasonal Variation) (Seasonal Variation)
9.25 9.19 10.00 10.00 7.39 7.23 7.52 8.00 6.61 6.81 8.00 6.65 6.16 6.20 5.44 5.46 5.63 6.00 6.00 4.00 4.00 2.00 2.00 0.00 0.00 Oct. July Nov. Dec. June June July August Sept Oct. Nov. Sept. August
Monthly Average Monthly Average
Saugus River Watershed 1998 1999 2000 2001
Annual Average DO for All Sites 6.01 7.16 7.34 7.40
% of Samples At or Above State 76% 91% 93% 94% Recommended Minimum of 5 mg/l of DO for a Fresh Water Fishery Saugus River Watershed Water Quality Monitoring - Dissolved Oxygen 1998 - 2001
2001 Sampling Season
Site # May June July August Sept. Oct. Nov. Avg. Monthly Average 8.77 5.91 7.51 6.64 7.69 6.93 8.31 7.40 SR 2 L. Quannapowitt 8.00 7.67 12.00 9.22 SR 3 Dam @ Colonial 10.00 7.63 9.73 9.12 SR 4 Water Street 9.70 7.00 5.50 8.13 5.88 7.24 SR 5 Breakheart Bridge 8.80 4.90 6.70 5.65 5.80 9.40 6.88 SR 6 Route 1 9.50 5.70 5.40 5.10 8.50 7.10 9.20 7.21 SR 7 Prankers Pond 9.63 6.40 7.25 6.87 7.85 6.55 7.43 SR 8 Iron Works 10.10 5.67 7.33 6.07 8.53 8.80 8.67 7.88 SR 9 Old RR Bridge 7.25 6.00 8.17 7.14 SR10 Boston St. 7.60 6.95 12.80 6.40 8.44 SRT2 Mill River 6.60 3.25 5.75 5.15 5.10 4.20 5.55 5.09 SRT4 Shute Brook 8.60 7.63 9.50 9.30 7.20 8.45 SRT6 Strawberry Br. 6.80 4.33 6.13 5.76 SRT8 Pt. Of Pines 10.20 7.00 7.50 8.23 SRT9 Trifone Brook 10.00 4.40 7.85 8.20 7.53 7.60 SRT10 Town Line Brook - Rt 1 6.30 6.73 10.00 7.68 SRT11 TLB - Cemetary 12.53 12.53
2000 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 6.81 6.70 7.11 7.28 7.79 9.74 9.94 7.34 SR 3 Dam @ Colonial 5.00 6.00 7.60 6.20 11.40 10.40 7.77 SR 4A Water Street 6.50 6.20 7.25 7.10 6.55 9.75 7.23 SR 6 Route 1 8.40 7.63 7.00 8.53 10.93 12.90 11.13 9.50 SR 7 Prankers Pond 7.33 6.27 7.53 7.30 8.07 10.87 7.89 SR 8 Iron Works 6.93 6.97 7.90 7.60 8.77 5.40 8.60 7.45 SR 9 RR Bridge/Hamilton St. 4.60 7.00 6.10 4.77 7.13 5.92 SR10 Boston St. 6.15 7.07 6.61 SR11 Ballard Street 7.00 6.53 2.37 5.30 SRT2 Mill River 7.25 4.80 6.00 7.00 4.20 8.80 10.10 6.88 SRT4 Shute Brook 8.00 8.15 9.60 8.70 9.67 10.00 9.02 SRT6 Strawberry Br. 4.40 6.80 5.30 5.70 5.55 SRT8 Pt. Of Pines 9.50 7.20 8.35 10.15 8.85 9.80 8.98
1999 Sampling Season
Site # June July August Sept Oct. Nov. Dec. Avg. Monthly Average 7.23 6.65 6.16 6.20 7.52 9.25 7.16 SR 2 L. Quannapowitt 4.50 8.50 7.10 6.70 SR 3 Dam @ Colonial 10.00 9.00 5.00 3.20 10.00 11.20 8.07 SR 4 Camp Nihan Bridge 6.20 3.60 3.00 6.00 8.20 5.40 SR 5 Breakheart Mill 5.45 6.63 7.70 4.90 5.10 11.10 6.81 SR 6 Route 1 7.20 6.60 7.80 6.20 6.80 8.30 7.15 SR 7 Prankers Pond 5.40 5.20 5.20 7.00 8.00 6.16 SR 8 Iron Works 8.00 7.40 6.20 6.00 4.20 9.00 6.80 SR 9 RR Bridge/Hamilton St. 6.40 6.80 6.30 6.70 10.00 10.00 7.70 SR11 Ballard Street 10.00 7.20 8.50 10.10 9.10 8.98 SRT2 Mill River 8.00 5.00 3.00 5.75 5.10 6.25 5.52 SRT4 Shute Brook 8.40 7.25 8.35 9.00 10.10 8.62 SRT6 Strawberry Br. 6.25 6.50 6.10 6.75 8.00 6.72 SRT8 Pt. Of Pines 8.20 9.20 7.00 6.55 9.40 10.55 8.48
1998 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 5.44 5.46 5.63 6.61 6.81 7.39 9.19 6.36 SR 2 L. Quannapowitt 8.40 7.02 7.40 8.90 8.50 5.32 7.59 SR 3 Dam @ Colonial 6.40 2.10 3.40 4.80 8.16 8.40 6.07 SR 4 Camp Nihan Bridge 2.20 2.80 4.40 5.80 6.40 4.32 SR 6 Route 1 4.25 6.00 5.55 7.90 7.30 9.45 10.00 7.21 SR 7 Prankers Pond 4.80 6.60 6.70 7.60 7.22 6.90 11.80 7.37 SR 8 Iron Works 6.80 7.90 8.60 7.80 8.10 12.20 7.84 SR 9 RR Bridge/Hamilton St. 0.20 4.20 6.60 8.30 3.10 9.60 5.33 SR10 Boston St. 2.45 2.65 3.10 4.90 3.90 9.23 4.37 SR11 Ballard Street 2.80 7.10 7.20 8.95 4.20 5.70 4.65 5.99 SRT2 Mill River 1.50 1.70 2.55 1.92 SRT4 Shute Brook 8.60 8.40 8.15 8.10 9.50 11.05 8.97 SRT6 Strawberry Br. 7.75 6.00 5.75 6.00 8.35 9.50 8.90 7.46 SRT8 Pt. Of Pines 7.60 7.68 7.50 8.65 7.31 9.45 9.90 8.30 Saugus River Watershed pH 1998-2001
2001 pH 2000 pH (Seasonal Variation) (Seasonal Variation)
7.60 7.47 7.60 7.34 7.35 7.39 7.40 7.32 7.33 7.31 7.40 7.23 7.27 7.18 7.19 7.13 7.20 7.20
7.00 7.00 6.92 6.80 6.80 6.72 6.60 6.60 July May Oct. June Nov. Sept. Oct. July Nov. Dec. June Sept. August August
Monthly Average Monthly Average
1999 pH 1998 pH (Seasonal Variation) (Seasonal Variation)
7.60 7.54 7.60 7.47 7.40 7.28 7.40 7.20 7.23 7.18 7.20 7.11 7.13 7.02 7.20 7.12 7.10 7.08 7.00 6.89 6.92 7.00 6.80 6.60 6.80
July 6.60 Oct. Sept Nov. Dec. June June July August Sept. Oct. Nov. Dec. August
Monthly Average Monthly Average
Saugus River Watershed 1998 ### ### ###
Annual Average pH for All Sites 7.20 7.13 7.17 7.28 Saugus River Watershed Water Quality Monitoring - pH 1998 - 2001
2001 Sampling Season
Site # May June July August Sept. Oct. Nov. Avg. Monthly Average 7.47 7.18 7.19 7.32 7.34 7.13 7.35 7.28 SR 2 L. Quannapowitt 6.50 7.87 6.70 7.02 SR 3 Dam @ Colonial 8.50 7.00 7.25 7.58 SR 4 Water Street 7.50 7.50 7.00 7.50 7.00 7.30 SR 5 Breakheart Bridge 7.25 6.50 7.25 7.25 7.00 7.00 7.04 SR 6 Route 1 7.50 7.40 7.25 7.00 7.00 7.00 7.20 7.19 SR 7 Prankers Pond 7.40 7.00 7.25 7.00 7.30 7.00 7.16 SR 8 Iron Works 7.50 7.00 7.25 7.50 7.00 7.00 7.00 7.18 SR 9 Old RR Bridge 8.17 7.50 7.50 7.72 SR10 Boston St. 7.25 6.75 8.50 8.50 7.75 SRT2 Mill River 6.80 6.50 6.80 6.80 6.80 6.75 6.80 6.75 SRT4 Shute Brook 7.20 6.70 7.25 7.10 7.40 7.13 SRT6 Strawberry Br. 7.00 7.00 7.00 7.00 SRT8 Pt. Of Pines 8.25 8.50 8.00 8.25 SRT9 Trifone Brook 7.75 7.50 8.25 7.67 7.75 7.78 SRT10 Town Line Brook - Rt 1 7.75 7.17 7.33 7.42 SRT11 TLB - Cemetary 7.25 7.25
2000 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 7.23 6.92 7.33 7.31 7.39 7.27 6.72 7.17 SR 3 Dam @ Colonial 6.70 6.70 6.70 6.70 6.70 6.70 6.70 SR 4A Water Street 7.50 6.50 7.00 7.00 7.50 7.00 7.08 SR 6 Route 1 7.50 6.80 7.25 7.40 7.00 7.00 6.75 7.10 SR 7 Prankers Pond 6.75 6.75 6.75 7.25 7.25 7.25 7.00 SR 8 Iron Works 7.50 7.50 7.25 7.50 7.50 7.00 7.38 SR 9 RR Bridge/Hamilton St. 7.50 7.00 7.50 7.50 7.75 7.45 SR10 Boston St. 7.75 7.75 7.75 SR11 Ballard Street 7.40 8.20 8.00 7.87 SRT2 Mill River 6.80 6.80 6.80 6.80 6.90 6.70 6.40 6.74 SRT4 Shute Brook 6.90 6.70 7.25 7.25 7.25 7.50 7.14 SRT6 Strawberry Br. 7.00 7.00 7.00 7.00 7.00 SRT8 Pt. Of Pines 8.00 8.00 8.30 8.50 8.00 8.50 8.22
1999 Sampling Season
Site # June July August Sept Oct. Nov. Dec. Avg. Monthly Average 7.28 7.47 6.89 7.11 7.02 7.20 6.92 7.13 SR 2 L. Quannapowitt 6.50 7.00 6.80 6.77 SR 3 Dam @ Colonial 7.60 7.75 6.90 6.30 6.50 6.75 6.80 6.94 SR 4 Camp Nihan Bridge 7.00 6.25 7.50 7.00 6.85 6.92 SR 5 Breakheart Mill 6.75 7.00 7.00 7.00 6.75 7.00 6.92 SR 6 Route 1 7.10 7.50 7.25 6.25 6.50 7.00 7.00 6.94 SR 7 Prankers Pond 7.50 7.25 6.75 6.75 6.75 6.75 6.75 6.93 SR 8 Iron Works 7.50 7.50 4.75 7.00 7.00 7.00 7.00 6.82 SR 9 RR Bridge/Hamilton St. 7.30 7.70 7.60 7.50 7.50 7.50 7.52 SR11 Ballard Street 8.00 8.00 7.50 8.00 7.40 8.00 7.82 SRT2 Mill River 7.25 7.25 6.25 6.80 6.80 6.80 6.80 6.85 SRT4 Shute Brook 7.40 6.80 7.30 7.20 7.10 7.15 7.16 SRT6 Strawberry Br. 7.00 7.75 7.00 7.00 7.00 7.15 SRT8 Pt. Of Pines 7.80 8.25 8.00 8.00 8.00 8.50 8.09
1998 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 7.13 7.23 7.12 7.54 7.10 7.08 7.18 7.20 SR 2 L. Quannapowitt 8.00 7.75 7.00 6.75 6.70 6.25 7.08 SR 3 Dam @ Colonial 7.00 6.80 6.90 6.80 7.00 6.50 6.80 6.83 SR 4 Camp Nihan Bridge 6.70 7.00 7.20 7.00 6.80 6.94 SR 6 Route 1 6.75 7.00 6.50 7.25 8.00 7.00 7.00 7.07 SR 7 Prankers Pond 6.75 6.75 6.80 6.75 6.50 6.75 6.75 6.72 SR 8 Iron Works 7.00 7.50 7.00 7.00 7.50 7.20 SR 9 RR Bridge/Hamilton St. 7.20 7.70 8.00 7.00 7.00 7.38 SR10 Boston St. 7.40 7.60 7.50 7.45 8.20 8.00 7.69 SR11 Ballard Street 6.75 7.75 6.90 8.20 7.25 7.25 8.00 7.44 SRT2 Mill River 6.50 6.75 7.00 6.75 SRT4 Shute Brook 7.30 7.30 7.10 7.40 7.30 7.20 7.27 SRT6 Strawberry Br. 7.00 7.00 7.00 8.00 7.00 7.00 6.50 7.07 SRT8 Pt. Of Pines 8.00 8.00 8.00 8.50 7.00 7.50 8.00 7.86 Saugus River Watershed Turbidity 1998-2001
2001 Turbidity 2000 Turbidity (Seasonal Variation) (Seasonal Variation)
12.0 12 9.6 9.4285714 10.0 10 9 8.0 6.9 6.2 5.8 5.5 5.5 5.9 8 6.0 6 6 4.0 2.0 3.5 3.875 2.0 4 0.0 2 0 Oct. May July Nov. June Sept. June July August Sept. Oct. Nov. August
Monthly Average Monthly Average
1999 Turbidity 1998 Turbidity (Seasonal Variation) (Seasonal Variation) 13.333333 14 12 10.775 10.785714 12 10 9.125 10 8.5714286 86.1666667 6 8 6.95 6.6666667 4.7 5.36363645.2222222 6 6 4.4545455 4 2.7777778 2 4 0 2 0 Oct. July Nov. Dec. Sept June June August Oct. Dec. August
Monthly Average Monthly Average
Saugus River Watershed ### ### ### ###
Annual Average Turbidity for All Sites6.9 7.5 6.9 5.4 Saugus River Watershed Water Quality Monitoring - Turbidity 1998 - 2001
2001 Sampling Season
Site # May June July August Sept. Oct. Nov. Avg. Monthly Average 6.9 6.2 5.8 5.5 2.0 5.5 5.9 5.4 SR 2 L. Quannapowitt 15.0 7.5 10.0 10.8 SR 3 Dam @ Colonial 2.5 5.0 5.0 4.2 SR 4 Water Street 5.0 2.0 1.8 2.0 2.5 2.7 SR 5 Breakheart Bridge 5.0 5.0 5.0 5.0 5.0 5.0 5.0 SR 6 Route 1 5.0 5.0 5.0 0.0 5.0 5.0 4.2 SR 7 Prankers Pond 5.0 0.0 2.5 0.0 0.0 0.0 1.3 SR 8 Iron Works 5.0 0.0 0.0 0.0 2.5 2.5 1.7 SR 9 Old RR Bridge 0.0 7.5 0.0 2.5 SR10 Boston St. 5.0 15.0 15.0 5.0 10.0 SRT2 Mill River 10.0 10.0 15.0 10.0 5.0 10.0 10.0 10.0 SRT4 Shute Brook 5.0 10.0 0.0 2.5 5.0 4.5 SRT6 Strawberry Br. 10.0 10.0 5.0 8.3 SRT8 Pt. Of Pines 20.0 5.0 10.0 11.7 SRT9 Trifone Brook 2.5 5.0 2.5 10.0 5.0 5.0 SRT10 Town Line Brook - Rt 1 15.0 10.0 12.5 SRT11 TLB - Cemetary 10 10.0
2000 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 9.6 9.0 9.4 3.5 3.9 6.0 - 6.9 SR 3 Dam @ Colonial 30.0 5.0 2.5 2.5 2.5 15.0 9.6 SR 4A Water Street 2.0 6.0 2.5 3.5 5.0 3.5 3.8 SR 6 Route 1 0.0 0.0 0.0 SR 7 Prankers Pond 0.0 1.0 1.0 1.0 1.0 1.0 0.8 SR 8 Iron Works 2.5 2.5 2.5 90.0 24.4 SR 9 RR Bridge/Hamilton St. 1.5 15.0 15.0 7.5 5.0 8.8 SR10 Boston St. SR11 Ballard Street SRT2 Mill River 15.0 20.0 15.0 10.0 10.0 15.0 14.2 SRT4 Shute Brook 5.0 10.0 0.0 0.0 5.0 4.0 SRT6 Strawberry Br. 5.0 5.0 30.0 13.3 SRT8 Pt. Of Pines 35.0 10.0 0.0 0.0 5.0 10.0
1999 Sampling Season
Site # June July August Sept Oct. Nov. Dec. Avg. Monthly Average 6.2 10.8 13.3 2.8 6.0 8.6 4.7 7.5 SR 2 L. Quannapowitt 5.0 5.0 10.0 6.7 SR 3 Dam @ Colonial 10.0 20.0 5.0 0.0 10.0 15.0 7.5 9.6 SR 4 Camp Nihan Bridge SR 5 Breakheart Mill 5.0 5.0 0.0 0.0 0.0 0.0 1.7 SR 6 Route 1 5.0 5.0 10.0 0.0 5.0 0.0 4.2 SR 7 Prankers Pond 5.0 20.0 30.0 0.0 5.0 25.0 15.0 14.3 SR 8 Iron Works 5.0 10.0 7.5 SR 9 RR Bridge/Hamilton St. 5.0 7.5 5.0 5.0 10.0 5.0 6.3 SR11 Ballard Street 0.0 0.0 SRT2 Mill River 20.0 15.0 60.0 10.0 5.0 5.0 1.0 16.6 SRT4 Shute Brook 0.0 5.0 0.0 0.0 0.0 0.0 0.8 SRT6 Strawberry Br. 0.5 3.0 5.0 5.0 10.0 4.7 SRT8 Pt. Of Pines
1998 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 9.1 10.8 5.4 5.2 7.0 4.5 6.7 6.9 SR 2 L. Quannapowitt 7.5 10.0 2.5 7.5 5.0 0.0 5.4 SR 3 Dam @ Colonial 1.3 0.0 0.0 5.0 0.0 0.0 5.0 1.6 SR 4 Camp Nihan Bridge 2.5 0.3 2.5 12.5 1.0 3.8 SR 6 Route 1 0.0 7.5 5.0 5.0 10.0 5.0 10.0 6.1 SR 7 Prankers Pond 0.0 40.0 5.0 5.0 2.5 5.0 0.0 8.2 SR 8 Iron Works 30.0 5.0 5.0 10.0 12.5 SR 9 RR Bridge/Hamilton St. 5.0 10.0 5.0 10.0 8.0 20.0 9.7 SR10 Boston St. 10.0 15.0 12.0 15.0 5.0 15.0 12.0 SR11 Ballard Street 10.0 10.0 2.5 0.0 5.0 5.0 0.0 4.6 SRT2 Mill River 10.0 10.0 2.5 7.5 SRT4 Shute Brook 10.0 10.0 5.0 0.0 0.0 0.0 4.2 SRT6 Strawberry Br. 25.0 10.0 1.5 12.5 2.0 10.0 10.2 SRT8 Pt. Of Pines Saugus River Watershed Water Temperature 1998-2001
2001 Water Temperature 2000 Water Temperature (Seasonal Variation) (Seasonal Variation)
21.6 21.6 25 19.8 25 20.5 20.17519.166667 20 16.9 15.6 20 17.409091 12.6 13.75 15 9.2 15 10 10 5.375 5 5 5 0 0 July Nov. July Nov. May Oct. Oct. June Dec. June Sept. Sept. August August
Monthly Average Monthly Average
1999 Water Temperature 1998 Water Temperature (Seasonal Variation) (Seasonal Variation) 23.818182 25 20.818182 25 21.083333 19.057692 16.727273 18.95454519.833333 19.7 20 13.346154 20 15 9.0909091 14.409091 10 15 2.3333333 7.375 5 10 5.2272727 0 5 0 July Nov. Oct. Sept Dec. June June August Oct. Dec. August
Monthly Average Monthly Average
Saugus River Watershed ### ### ### ###
Annual Average Water Temperatures for All Sites15.2 15.0 14.5 16.8 Saugus River Watershed Water Temperatures 1998 - 2001
2001 Sampling Season
Site # May June July August Sept. Oct. Nov. Avg. Monthly Average 16.9 21.6 21.6 19.8 15.6 12.6 9.2 16.8 SR 2 L. Quannapowitt 19.0 27.5 28.0 24.8 SR 3 Dam @ Colonial 23.0 10.5 5.0 12.8 SR 4 Water Street 20.0 24.0 23.0 14.0 10.0 18.2 SR 5 Breakheart Bridge 13.5 0.0 21.0 0.0 - 13.0 7.0 9.1 SR 6 Route 1 14.0 25.0 20.0 21.0 15.0 9.5 15.0 17.1 SR 7 Prankers Pond 16.0 21.0 21.0 22.0 16.0 14.0 18.3 SR 8 Iron Works 13.5 23.0 20.0 22.8 14.0 12.0 11.0 16.6 SR 9 Old RR Bridge 17.0 24.0 13.0 18.0 SR10 Boston St. 17.5 25.0 24.0 8.5 18.8 SRT2 Mill River 16.0 21.0 20.0 22.0 17.5 9.0 14.0 17.1 SRT4 Shute Brook 14.0 19.0 19.0 15.0 15.0 16.4 SRT6 Strawberry Br. 15.0 24.0 24.0 21.0 SRT8 Pt. Of Pines 20.0 20.0 SRT9 Trifone Brook 18.8 28.0 18.0 21.0 8.0 18.8 SRT10 Town Line Brook - Rt 1 11.5 5.0 8.3 SRT11 TLB - Cemetary 16.5 16.5
2000 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 20.5 20.2 19.2 17.4 13.8 5.4 5.0 14.5 SR 3 Dam @ Colonial 26.0 24.0 21.0 18.0 12.5 5.5 17.8 SR 4A Water Street 24.0 20.0 20.0 15.0 14.0 5.0 16.3 SR 6 Route 1 20.0 20.0 19.0 25.0 15.0 5.0 3.0 15.3 SR 7 Prankers Pond 18.0 19.0 15.0 14.0 13.5 0.0 13.3 SR 8 Iron Works 18.0 18.5 17.0 17.0 13.5 6.0 6.0 13.7 SR 9 RR Bridge/Hamilton St. 26.0 20.0 22.5 18.0 16.0 20.5 SR10 Boston St. 22.0 19.0 20.5 SR11 Ballard Street 18.0 20.0 14.0 17.3 SRT2 Mill River 18.5 19.0 17.0 14.0 14.0 6.0 6.0 13.5 SRT4 Shute Brook 18.0 18.0 17.0 18.0 11.0 8.0 15.0 SRT6 Strawberry Br. 20.0 21.5 19.0 18.0 19.6 SRT8 Pt. Of Pines 19.0 21.8 20.5 15.5 14.0 7.5 16.4
1999 Sampling Season
Site # June July August Sept Oct. Nov. Dec. Avg. Monthly Average 19.1 23.8 20.8 16.7 13.3 9.1 2.3 15.0 SR 2 L. Quannapowitt 20.0 20.5 13.0 17.8 SR 3 Dam @ Colonial 23.0 30.0 25.0 14.0 10.0 2.5 17.4 SR 4 Camp Nihan Bridge 14.0 20.0 14.0 11.5 6.0 13.1 SR 5 Breakheart Mill 22.5 18.0 22.0 16.0 11.0 4.5 15.7 SR 6 Route 1 16.0 25.0 24.0 15.0 13.0 10.0 1.0 14.9 SR 7 Prankers Pond 17.0 23.5 20.0 14.0 12.0 9.0 2.0 13.9 SR 8 Iron Works 17.0 23.0 20.0 16.0 14.5 10.0 2.5 14.7 SR 9 RR Bridge/Hamilton St. 22.0 28.0 22.0 18.5 11.0 12.0 18.9 SR11 Ballard Street 18.8 21.0 17.0 17.0 19.0 8.5 16.9 SRT2 Mill River 18.0 23.5 20.0 15.0 12.5 10.0 2.0 14.4 SRT4 Shute Brook 18.0 19.0 14.0 11.0 4.0 13.2 SRT6 Strawberry Br. 22.0 30.0 22.0 21.0 16.0 22.2 SRT8 Pt. Of Pines 19.5 20.0 18.0 17.0 12.0 9.0 15.9
1998 Sampling Season
Site # June July August Sept. Oct. Nov. Dec. Avg. Monthly Average 19.0 19.8 21.1 19.7 14.4 7.4 5.2 15.2 SR 2 L. Quannapowitt 22.0 24.5 14.0 6.0 6.7 14.6 SR 3 Dam @ Colonial 20.0 23.5 20.5 14.5 6.5 2.5 14.6 SR 4 Camp Nihan Bridge 17.5 16.0 20.0 14.0 5.0 14.5 SR 6 Route 1 18.0 20.0 22.0 20.0 15.0 8.0 4.0 15.3 SR 7 Prankers Pond 11.0 13.0 10.0 14.0 0.0 0.0 8.0 SR 8 Iron Works 19.0 21.5 18.0 12.0 9.0 5.0 14.1 SR 9 RR Bridge/Hamilton St. 20.0 24.0 27.0 16.0 8.0 7.3 17.1 SR10 Boston St. 23.5 23.0 22.5 15.0 8.0 7.5 16.6 SR11 Ballard Street 25.0 23.5 19.5 17.5 16.0 10.0 8.0 17.1 SRT2 Mill River 19.5 18.0 18.8 SRT4 Shute Brook 16.0 18.0 18.0 18.5 10.0 6.0 14.4 SRT6 Strawberry Br. 24.0 25.0 23.0 25.0 15.0 10.0 9.5 18.8 SRT8 Pt. Of Pines 16.0 18.0 18.0 18.0 13.0 8.0 1.0 13.1 Appendix H: Habitat Matrix and Mapping of the Saugus River from the Diversion Dam to the Saugus Ironworks
Saugus River Habitat Matrix Page 1 Date: 07-18-00 Weather: Mostly clear MJW, PPP, Marler Flow (from USGS Gage): Habitat Reach Overhanging Trees, Photos Map Estimated Length Undercut Banks, Velocity Taken Location Approx. Range of Range of Taken Etc. Refuge Remarks Looking PL- pool River River River From h-high Landmarks, River Gradient, Spawning Gravels, Observed Upstream RN-run Width Depths Velocities Hip Chain Overhead Bank m-medium Fish Species/Age, Temperature, Culverts, Backwater Photo RF-riffle ft ft ft/sec ft Substrate Cover Vegetation l-low Areas, Etc. No. downstream side of diversion; backwater pool ~2.0'; 3 large (20+") carp; other fish not identified, small school RF-1 32 .6-1.5 1.0-1.5 57 75% C; 25% SB H H L-M near bottom 9
some shoreline; woody debris; long branches RN-1 20 1.0-1.5' 1.0-1.5' 48 60%C; 35%G; 5% SB H H m-medium 10
10' length of left bank; embedded gravel; grasses submerged under this flow RF-2 19 0.5-1.0 1.0-1.5 48 60%C; 30%G; 10%SA M M m-medium 11
high density of overhangs (3.0' on each side of channel) RF-3 14 1.0-1.5 1.5-2.0 58 50%C; 40%G; 10%SA H H m-medium 12
high density of overhangs (3.0' on each side of channel) RN-2 20 2.0-3.0 1.0-1.5 31 40%SI; 20%SA; 20%G; 20%D M (minimal canopy) H h-high 13
small island covered w/ crabgrass; other submerged vegetation; end @culvert@128 bridge RF-4 16 1.0-1.5 2.0-2.5 89 40%C; 40%G; 15%SA; 5%SB M (minimal canopy) H L 14
velocity refuge along culvert edge and downstream end of culvert RN-3 20 1.0-1.5 1.0-1.5 174 70%G; 20%SA; 10%C Culvert L (none) m-medium 15 two road culverts from concrete abuttment, numerous golf balls; terminates @ clogged dead fall, aquatic grass primarily in thalweg, lawn to boulders adjacent to RN-4 20 2.5-3.0 1.0-1.5 345 60%C; 30%G; 10%SB H (left bank), L (right bank)H(left bank), L (right bank)h-high river 16 large boulders at upper end create turbulence; sand at lower end; extreme overhangs; terminate at twin box RN-5 20 2.0-2.5 3.0-4.0 178 45%G; 5%D; 45%SA; 5%LB H H L culvert (Salem St.) 17, 18
Twin box culverts (see left) RN-6 15 2.5-3.0 1.0-1.5 50 90%SA; 10%SI Culvert Culvert, L (none) H 19
7/19/00 Weather: overcast/ some breaksPPP, Marler, Gil (p.m.) soft bottom sediments--sulfur odor; culvert on left bank ~280' from twin box culvert; some petroleum odor- -also sulfur; banks constricted behind pinewoods (on upstream segment) ~50'; small floodplain , but under w/ downstream segments behind pinewoods; petroleum RN-7 25.0-30.0 3.0-4.0 0.5-1.0 1600 50%SI; 25%G; 20%M; 15%D H H H may be result of nearby fueling area 20-22 No canopy; powerline crossing; vines--100%coverage, both banks RN-8 6 1.5 1.0-1.5 100 75%SA; 5%D; 20%G H (no canopy) H M 23, start roll 2 wetland boundary markers; sparse distribution of watered floodplains; extreme upper end (near powerlines)similar to RN except for less dense overhanging cover; lots of snags, which did not permit H (extremely thick in passage through stream channel; ~1/2 of reach RN-9 20 2.5-3.0 0.5-1.0 4800 50%SI; 20%M; 20%SA; 10%D most of reach) H (Same) H actually walked, ~1/2 spot checks due to thick 24-28, 29 Bridge
Begin on d.s. side of AS '29 Culvert, 18" Culvert at RN-10 60%G; 20%SA; 20%SI right bank @ bridge (Fast) 10 2.5-3.0 1.0-1.5 50 mostly at Mill Br Mouth M H M 30
Box 48" single box culvert midway through section on RN-11 left bank (slow) 30 2.5-4.5 .5-1.0 88 60%G; 30%SI; 5%SA; 5%D H H H 31 Extreme bank vegetation; cannot see river due to RN-12 vegetation overhangs; trash collected on surface due (slow) 20 2.5-4.5 .5-1.0 100 75%SI; 25%SA H H M to vegetation at surface 32
Flow through wetland under powerline; dense wetland species in channel; primarily arrowleaf RN-13 6.0-10.0 2.5-3.0 1.0-1.5 900 75%SI; 25%SA M H M 33 40 RN-24 (immediat immediately downstream from golf course crossing (moderat ely up, (tee #2); deadfall spans width of stream; other woody e/slow) remained) 3.0-5.0 1.0-1.5 300 60%SA; 30%SI; 5%D; 5%LB M M H debris 34 5.0'+ along south (left) bank of 90dgr bend in river; good fish holding area; silty along right bank; lots of PL-2 45 4.0-5.0+ .5-1.0 50 50%SA; 49%SI; 1%LB M M H arrowleaf 35 high density of arrowleaf along right bank; this area H (dense of right has highest silt substrate; terminate at mde bridge RN-25 30%SI; 50%C; 10%G; L (aquatic vegetation- bank @90dgr bend (North Side Breakheart); also silty on upstream portion; (slow) 35 2.5-3.0 .5-1.0 120 5%SB; 5%D grass-) to south H gravel/cobble d.s. 36
RN-14 flow through marsh, very similar to RN-10; cannot see (moderat most of channel due to overhanging vegetation 37. Roll 2, e) 10 2.0-2.5 1.0-1.5 900 75%SI; 25%SA H H M photo 14
RN-15 silty along banks; immediately behind westernmost (moderat 40%C; 25%G; 15%SA; hole c.g.c; 19' riffle w/ run ~ 130' d.s. from head; riffle e) 22 2.5-3.0 1.0-1.5 532 5%SB; 5%D H H H caused by small boulders 38 small fallen tree w/ minimal backup; interspersed SB and LB along banks; many large boulders in channel ~ 300'd.s.; extends ~ 50' 39
good area for IFIM transect; many snags ~ 430 d.s.; good cover; 90dgr bend to North; bank capacity-full
this reach essentially odorless; perhaps wetland acts as large filter; mainly cobble/gravel thalweg RN-16 high density of bank/overhanging cover; view of (moderat channel restricted; due to snags and vegetation e) 10 2.5-3.0 1.0-1.5 200 70%SI; 30%SA H H M 40
mostly cobble and SB at d.s. end; start @ riffle below hole 7
Weather: 7/20/00 clear PPP, Marler
diverse run w/ several backwater pools; pools w/ silt RN-17 25%SB; 60%C; 5%SA; substrate and slow eddies; good shading of low pools (fast) 20 2.5-3.0 3.0-3.5 193 5%LB; 5%SI H H M 41 boulder-based riffle ~ 10' long @head; large deadfall ~ 60' d.s. from head, but doesn't restrict flow; old mill foundation 42 at d.s. end (foundation at right bank, recessed in woods-left bank); potential transect location; silty edges; channel rocky
rocky channel probably associated w/ historic mill foundation; lots of overhanging bank vegetation; good fish refuge; water temp probably in 70dgr. +/-
RN-18 channel may be riffle under lower flow giving way to (moderat pool at d.s. end e/slow) 25 1.5-2.0 1.0-1.5 60 70%C; 10%SB; 20%G M H M 43
may be more of a deep portion of long run PL-1 30 3.5-4.0 0.5-1.0 15 50%C; 40%G; 10%SA H H H 44
RN-19 interspersed deadfall/woody debris; doesn’t restrict (moderat 50%C; 20%G; 20%SA; flow; sparse slackwater areas with silt e) 25 1.5-2.0 1.0-1.5 90 5%SB; 5%SI H H M 45
RN-20 channel ~ 20' wide, but only 8' truly visible due to (moderat overhanging bank vegetation e) 20 2.0-2.5 1.0-1.5 60 50%C; 45%G; 5%SA M H M 46
large deadfall w/ soft bottom; primarily along left side RN-21 20%C; 40%SI; 10%D; of channel; right side w/ cobble/gravel (slow) 25 1.5-2.0 .5-1.0 30 10%SA; 20%G H H M 47 channel margins covered by overhanging bank 30%C; 30%G; 20%SA; vegetation; photo from bridge at 8th tee; some aquatic RN-22 15 2.0-2.5 1.0-1.5 250 20%SI H H M plants (arrowleaf); silty bottom near margins 48 upper half of reach with lots of overhanging veg.; RN-23 substrate upper half is packed sore sit w/ interspersed (moderat 50%SA; 10%G; 35%SI; H (upper 1/2, lower SB and LB, particularly near bridge crossing near 8th e) 20 2.0-2.5 1.5-2.0 1200 1%LB; 3%d; 1%C 1/4), M-middle H M-L tee 49 Roll 3 middle reach near 9th tee; vines and wetland plants along bank (vines primarily wild grape); some woody overhead, also slackwater areas 50 channel view is minimal in lower section due to dense overhang 51 lower section immediately upstream of RN-22 (2nd tee); ~610; channel is viewable due to the dense bank vegetation;arrowleaf and purple loose strife characterize bank vegetation; lower section w/ lots of sand and SI
refuge restricted to banks; immediately d.s. of Saugus River Tr. Bridge in Breakheart Resv. RF-5 24 1.0-1.2 1.0-1.5 46 80%C; 10%SB; 5%G; 5%SA M M L 52
RN-26 ~8' of channel are visible due to overhanging bank (shallow, vegetation slow) 27 1.5-3.5 .5-1.0 80 70%SI; 20%SA; 10%D L H M 53
28 Upper, vines and wetland vegetation prominent; intermittent RN-27 10d.s., grasses and other submerged species in channel; (slow) ~15 2.5-3.0 1.0-1.5 4600 50%SA; 40%SI; 5%G; 5%D L H M channel is distinct, but water extends into marsh 54
minimal amount of fast run areas ~132'd.s. for head; water brown tint; some turbidity 55 channel width ~10', although wetted area extends to wetland ~170' d.s. from head; channel also contains 56 (looking at gravel and sand; merges with silt and aquatic veg. end of wetland (arrowleaf) channel)
~280'd.s. @45dgr bend, silty bottom side pool area ~15'wide, ~4.5' deep
bird box at s.w. end of Camp Nihan; trail access to stream
probably backwater to Camp Nihan pond; pool habitat RN-28 at upstream end created by deep-cut; channel, shallow (slow) 25 3.0-3.5 0.5-1.0 600 50%SI; 40%SA; 5%G; 5%D L H H at sides 57
some channel construction w/ increased velocity; 58 (opening to 27'x40' slackwater pool- 90%silt, 10%SA; channel ~16 Camp Nihan wide at pool Pond)
5-6 largemouth bass@pond opening under Nihan, probably from CNP; much gravel at CNP outlet 59CNP
RN-29 silt along margins w/ aquatic vegetation (slow) 17 2.0-2.5 0.5-1.0 80 70%SA; 25%SI; 5%D L-M H M 60
RN-30 Under Rt. 1 (fast) 24 1 2.0-2.5 150 80%C; 20%G H (box culvert) None L 61
immediately d.s. of Rt.1 culvert RF-6 24 1.0-1.5 2.5-3.0 30 60%SB; 30%C; 5%G; 5%SA M H M 62 rock bluff ~300'long on left bank; most bank 80%SA--lower 300' + 20%SI-- vegetation is wetland along right bank; dense beds of lower 300'. And 50%SI-- aquatic macrophytes, mainly in channel slope; RN-31 upper 400' + 30%SA--upper underlain by silt; extremely soft; many overhangs in (slow) 25 3.0-3.5 0.5-1.0 700 400' + 20%D--upper 400 L M H upper section; dense beds of macrophytes ~10.0'wide 63
Diversion/inlet canal just south of Rt.1 North ramp filled with sand 64 Gravel substrate ~ 750 d.s. from inlet, center of RN-28 channel ~17'wide and 200'long; banks silty with sulphur (Slow) 30 3.0-4.0 0.5-1.0 1085 60%SI; 30%SA; 10%D M H M odor 65
sparse, dense beds extremely soft bottom ~900' d.s.; ~ 85' of 1.0' deep of aquatic cobble/gravel; some LWD along margins vegetation
good area for IFIM transect; ~500' d.s. from Staples RF-7 25 1.0-1.5 1.5-2.0 15 60%SB; 30%C; 10%G H H L 66
RN-33 potentially serve as transect; water deepest along right (moderat 60%C; 20%SB; 15%SA; channel margin (thalweg) e) 18 2.0-4.0 1.0-1.5 110 5%G M H M 67
mainly boulder-based; high velocity continues along left bank RF-8 19 1.0-1.5 2.5-3.0 13 60%SB; 35%C; 5%LB H H L 68 flow reverses, creating deep pool; high velocity 40%C; 40%G; 10%SA; continues along left bank; deepest part of pool along PL-3 30 4.5-5.0 0.0-0.2 35 10%SI H H H right bank 68
RN-34 classic run situation; immediately d.s. of pool is (moderat gravel, which combines to next riffle; same woody deb e) 24 1.0-3.0 1.0-1.5 230 75%G; 20%C; 5%SB M H M 69
main section of riffle ~0.5-1.0; same run type here as well; good area for IFIM transect RF-9 25 0.5-2.0 2.0-2.5 133 60%C; 25%G; 15%SB H H M 70
0.5-1.0 thalweg along right bank; lots of woody debris along (except banks; gives way to top of riffle PL-4 40 2.0-5.0+ Thalweg) 64 60%SI; 20%G; 10%C; 10%D M H H 71
RF-10 15 0.5-1.0 2.0-2.5 15 80%C; 20%CB M H L 72
RN- most silt along banks; minimal woody debris; thalweg 35(mode 60%G; 20%C; 10%SB; along right bank rate) 26 0.1-0.5+ 1.0-1.5 100 10%SI L M M 72 low amounts of woody debris along banks, but good 75%G; 10%C; 7%SB; 3%SA; cover; small slackwater pool ~600' d.s. along right RN-36 21 1.0-2.0 1.0-1.5 720 10%SI M H M bank, depth ~7 73
privacy fence and shopping cart creating small pool by 50%G; 20%SB; 20%C; eddy; small pool ~`4.0' deep ~145'd.s. from head RN-37 22 1.0-3.0 1.0-1.5 213 5%SA; 5%SI M H M 74 all silt, most sand along banks; sparse aquatic 60%G; 25%C; 6%SI; 6%SA; vegetation channel; same woody along margins; good RN-38 23 1.0-2.5 1.0-1.5 218 2%SB; 1%LB M H M overall substrate camp 75
RF-11 24 1.0-1.5 2.0-2.5 41 50%SB; 45%C; 5%LB M H L 77 terminates at oxbow channel division; termination point 30%G; 30%SA; 30%C; includes small scoured pool; silty areas in slackwater RN-39 26 1.0-2.5 1.0-1.5 120 5%SB; 5%SI M H M along banks 76 numerous snags and fallen trees, which cause jams of sticks and small logs; interspersed patches of woody RN-40 30 1.5-2.0 1.0-1.5 260 60%SA; 25%SI; 10%G; 5%D M M M debris 78 diverse flow patterns due to debris jams; small pools also patching ~ 3.0'; jams cause sediment deposits (sparse) 79 20'x20' slackwater pool ~220 d.s.; pool has aquatic vegetation and woody debris (relatively dense) and silt; mock
low flows would be limited to zigzagging thalweg as result of debris jams; terminates at large debris dam of scoured pool
short northernsouth downstream segment contains mostly silt and muck; some sand, particularly in RN-41 31 1.5-3.0 1.0-1.5 332 30%SA; 60%SI; 9%D; 1%G H H M thallweg near and immediately u.s. of return to current 80
much woody debris distributed throughout segment; deep muck along shore's on d.s. 90dgr's bend 81 small, deep ~(3.0') slackwater area @66'd.s. from 70%G; 10%SB; 2%LB; oxbow; staff gauge on right bank ~1.6'; top of wood * RN-42 20 1.5-2.5 1.0-1.5 220 15%SA; 3%SI M M M stage 4.10, stage 1.59 82
7-21-00 (Sidcut channel) Weather: Clear PPP, Marler formed by slackwater behind log jam; gravel in faster area above on right side of channel; sand/silt in PL-5 24 1.0-3.2 0.0-0.5 21 50%G; 40%SA; 10%SI H M H backwater on left side 83 fast due to constricted channel; water may have been RN-43 higher on 7-20-00; deep shoal area ~7.5' wide (now (fast) 6.5 0.5-1.0 2.5-3.0 13 90%G; 10%SA H M L dewatered) 83
RN-44 10.5 0.5-1.0 1.5-2.0 34 90%G; 10%S M M L 84
minimal undercutting banks PL-6 14 1.0-2.5 0.0-0.5 18 30%G; 40%SA; 25%SI; 5%D M M M 85 log/trash jam ~ 56' d.s. from previous unit; jam consists of twigs, sticks, RN-45 8.0-20.0 1.5-2.5 1.0-1.5 350 60%SA; 25%SI; 5%G; 10%D H H M 84 deep cut of channel w/ undercut banks and woody debris ~110 d.s. from previous unit and this area well protected from sun; root wads 84
substrate in pool-type habitat is sand/silt w/ some bank sloughing; ~189'd.s. is 3.5' deep pool: dense overhangs 84 small debris/woody jam, undercut banks (left); cool water temp; sand substrate/minimal gravel; gradient~0.0-0.5, good for fish 84 dense overhangs immediately upstream from oxbow; excellent fish refuge, although fish not observed; wood in form of fallen trees; well shaded
bank undercuts 0.5'; also sparse woody debris, mostly along banks (background) RN-46 26 1.5-2.0 0.5-1.0 235 60%G; 30%SA; 5%SI; 5%C H H M 85
riffle is marginal riffle, since extreme turbulence is not present RF-12 22.5 1.0-1.5 1.0-1.5 50 75%G; 9%C; 15%SA; 1%SB M M M 85(foreground)
excellent refuge pools ~4.0' deep w/ LWD; water temp 1.0-2.5 50%G; 3%C; 35%SA; cooler; some bank undercutting RN-47 22 (average) 1.0-1.5 85 10%SI; 2%D M M M 86
detritus and salt along banks; undercut banks on right margin (thalweg) RF-13 19 0.5-1.0 1.5-2.0 49 60%G; 30%SA; 8%SI; 2%D M H M 87 silt along channel margins; overhanging/minimal undercut banks; woody debris is minimal along RN-48 23 0.5-1.5 1.0-1.5 73.5 60%G; 35%SA; 5%SI M H M margins; marginally classified as riffle 88 good backwater pool w/sand and cobble bottom, some small boulders throughout; minimal woody debris; sand prominent on left bank on d.s. portion; silt/muck RN-45 24.5 1.0-3.5 1.0-1.5 50 40%G; 40%SA; 15%SI; 5%C M M H prominent on left bank on u.s. portion 89
minimal undercut banks; minimal small boulders RF-14 24 1.0-1.5 1.0-1.5 72 45%G; 45%SA: 5%SI; 5%C M M L 90
undercut left bank ~40.0', ~30.3' deep; sparse deep areas near woody pileups RN-50 23.5 1.0-1.5 1.0-1.5 131 60%G; 35%SA; 5%SI M H M 91
2 large boulders with minimal backwater; some roots 50%G: 35%C; 10%SA; along right margin RF-15 16 1.0-1.5 1.5-2.0 66 5%SB H H L 92 1.0-2.0 (except channel depth shallow ~30 d.s. ~(0.5-1.0'); this shallow, sparse 50%G; 10%C; 20%SA; deep pattern is minimal along u.s. section; run pattern RN-51 25 pools 0.5-1.5 360 20%SI M H H continues d.s. from there 93 low flow may expose upper portion as pool/riffle; shallow area (gravel/cobble)-(70%/30%); velocities are consistent at this flow 94 + 95 some slow area along left bank; marginally deeper w/ woody debris; channel wide (~32.0') ~300' d.s. from start
right side (16.0') w/ high density silt/sand; left side (16.0') mainly gravel (some S odor); right side slower/shallow (1.0' deep) w/ woody debris and detritus
however, right side also has pool areas (slackwater) w/ ~1.0 deep of silt/muck
sand only along margins; C + SB would be exposed during low water ; overhanging brush primarily on left RN-52 16 1.5-2.0 1.0-1.5 16 70%C; 15%SB; 10%G; 5%S M H M bank 96 (upper left) Silt primarily along left bank on outside of bend; large 40%G; 30%SA; 20%SI; submerged tree in pool; woody debris along margin 96 (mid-lower PL-7 26.5 2.0-4.0 1.0-1.5 33.5 5%D; 5%SB M H H (left) right) thalweg initially along left bank but moves to center of 35%G; 40%C; 20%SA; channel to d.s. end; four large boulders present along RN-53 15 2.0-3.0 1.0-1.5 90 5%SB/LB M M M left bank 97
Backwat thalweg along left bank contains woody debris; er possible IFIM transect channel backwat swampy backwater w/ 2 large boulders; much woody er debris; aquatic vegetation and duckweed; deep channel 12 1.0-1.5 0 69 80%SI; 10%M; 10%D M H H muck/silt layer 98
splits into 2 channels; slow trickle back to main river; small trash line on bank; very overgrown 99
sand along margins, as well as some woody RF-16 18.5 1.0-1.5 1.5-2.0 72 85%C; 5%SB; 5%G; 5%SA M M L 100 refuge along left bank; boulders/cobble/gravel comprise banks; small inlet ~1.0' wide (0.5 ft/sec); RN-54 20 2.0-2.5 1.0-1.5 37.5 60%G; 15%C; 25%SA H M M previous RF backpond 101 banks primarily boulders and cobble; left margin w/ RF-17 16 1 1.5-2.0 38 85%C; 5%SB; 5%G; 5%S M H L sand and silt 102 cobble/gravel 40/40dgr.C; refuge areas only along margins; banks w/ RN-55 16.5 1.0-1.5 43 sand 20% M H M boulders/cobble/sand; minimal silt @downstream end 103
cobble/gravel 40/40dgr.C; good area for IFIM transects RF-18 17 1.0-1.5 47 sand 20% M H M 103
cobble/gravel 40/40dgr.C; good area for IFIM transects RN-56 16 1.0-1.5 49 sand 20% M H M 103
cobble/gravel 40/40dgr.C; good area for IFIM transects RF-19 19.5 1.0-1.5 67.5 sand 20% M H M 103 cobble/gravel 40/40dgr.C; good area for IFIM transects RN-57 20 1.0-1.5 45 sand 20% M H M 103
cobble/gravel 40/40dgr.C; good area for IFIM transects RF-20 24 0.5-1.0 1.0-1.5 20 sand 20% M H M 103 substrate consistent through Central St. culvert; small 5x5 ponded area ~25 d.s. from ; large exposed area of RN-58 18 1.0-1.5 1.0-1.5 188 70%G; 10%C; 20%SA M M L sand under crossing 104 some small boulders; sand along margins; good area RF-21 18 1.0-1.5 2.0-2.5 96 50%G; 25%C; 25%SA M M L for IFIM transect; banks: gravel, SB 105 Central St. culvert ~60' d.s. from start (20") also12" pipe; ~120.5' from start is wide area ~2.3' deep w/ RN-59 17 1.5 1.0-1.5 120.5 60%G; 25%C; 15%SA M H M slack along margins 106 thalweg along left bank; sand along margins; sparse slack areas along left side
50%G; 10%C; 20%SB; sand in shallow area along left bank; water flows PL-8 25.5 2.5-3.0 1.0-1.5 50 20%SA M H H through this unit but has good characteristics 107
50' u.s. from Elm St. culvert; minimal silt deposition along margins; numerous exposed woody root complexes; some aquatic veg. Assoc. w/ roots RN-60 20.5 0.5-1.5 1.0-1.5 192 70%G; 30%SA H (good canopy) H M 108 would be good cover at higher flows; deposit sections at downstream segment; thalweg primarily along left side, but some slack
60%C; 15%SB; 15%G; large boulders on left bank; vegetation on right bank RF-22 16 1 1.5-2.0 28 10%SA M M L 109/110 Elm St. culvert ~40.0' long, 10' wide; some sand/silt in 20%G; 50%SA; 25%C; culvert; short riffle~90' d.s. from upstream end of RN-61 19.5 1.0-2.5 1.0-1.5 198 5%SB M L M 111 culvert riffle ~10' long (cobble/gravel); banks gravel/sand/LB; small boulders dominate in Elm St. culvert good area for IFIM transects; some woody debris along margins
60%C; 15%G; 20%SA; bank vegetation mostly vines over boulders and RF-23 15.5 1.0-1.5 1.0-1.5 69 5%SB M M L cobble 112 bank vegetation mostly vines over boulders/gravel; 50%C; 25%SB; 15%SA; large boulder w/ eddy in mid-channel; boulder RN-62 14 2.0-2.5 1.0-1.5 90 10%G M M L 113 submerged 60%SB; 20%C; 15%SA; good refuge area; thalweg along left side; vines cover PL-9 22 4.0-5.0 0.5-1.0 46 5%G M M H boulders/cobble on bank 114
potential IFIM transect RF-24 23 0.5-1.0 2.0-2.5 31 80%SB; 20%C M M L (none) 115
RN-63 19 1.0-1.5 1.5-2.0 35 60%C; 20%SB; 20%SA M M L 115
RF-25 20 0.5-1.0 2.0-2.5 32 80%SB; 20%C M M L (none) 115
RN-64 20 1.0-1.5 1.5-2.0 21 60%C; 20%SB; 20%SA M M L 115 shallow slackwater ~120'd.s.; some silt in slack areas RF-26 26 1.0-2.0 2.0-2.5 300 60%C; 25%G; 15%SA M M M (minimal); some undercut banks w/ exposed roots 116 (ROLL 6) good refuge for fish @ higher water (~1.0' depth); reach primarily riffle w/ some short (15') runs some interspersed large boulders; old concrete foundation on right bank (~260.0' d.s.) 12" drain pipe also 40%C; 30%G; 25%SA; concrete slabs and boulders on banks and submerged; RN-65 20 2.0-2.5 107 5%SB M (overstory) M M good area for IFIM transects 117
gradient ~ 3%; boulders on banks RF-27 25 0.5-1.0 2.0-2.5 60 80%SB; 20%LB M L L (none) 118
50%SB; 20%LB; 15%C; boulders on banks; terminates at SRIW NHS RN-66 23.5 1.0-1.5 1.5-2.0 94 10%G; 5%SA M L L 118
photo 119: L. Marler, USGS Gage
photo 120: CARP Diversion (2.0" gate)
photo 121: City of Lynn Diversion (2" gate)
photo 123: immediately d.s. of Diversion (2.0") Gate
Appendix I: Habitat Suitability Index Curves
Species: Common Shiner Lifestage: Spawning and Incubation
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.16 0.00 1.00 0.49 0.06 0.80 0.82 1.00 0.60 1.15 0.61 0.40 1.48 0.11 0.20
1.80 0.00 Suitability Index 0.00 2.13 0.00 0.00 1.00 2.00 3.00 4.00 3.00 0.00 100.00 0.00 Water Velocity (ft/sec)
Water Depth Depth Depth SI Value 1.00 0.00 0.00 0.80 0.16 0.19 0.60 0.49 1.00 0.40 0.82 0.35 0.20 1.15 0.23 Suitability Index 0.00 1.48 0.12 1.80 0.04 0.00 1.00 2.00 3.00 4.00 5.00 2.13 0.00 Water Depth (feet) 3.00 0.00 100.00 0.00
Substrate Substrate SI Value Substrate 0.00 0.00 4.96 0.00 1.00 5.23 1.00 0.80 5.96 1.00 0.60 6.23 1.00 0.40 6.96 1.00 0.20
7.23 0.00 Suitability Index 0.00 100.00 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 Substrate Code
Reference: 1989. Moody R.C. Habitat use, availability, and preference for johnny darter, white sucker, n common shiner, and creek chub in central Wisconsin. M.S. Thesis. University of Wisconsin, Stevens Point Common Shiner.xls Species: Common Shiner Lifestage: Fry
Velocity Velocity SI Value Water Velocity 0.00 0.31 0.16 0.94 1.00 0.49 1.00 0.80 0.82 0.26 0.60 1.15 0.00 0.40 2.00 0.00 0.20
100.00 0.00 Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 Water Velocity (ft/sec)
Water Depth Depth Depth SI Value 1.00 0.00 0.00 0.80 0.16 0.00 0.60 0.49 0.69 0.40 0.82 0.77 0.20
1.15 1.00 Suitability Index 0.00 1.48 0.42 1.80 0.27 0.00 1.00 2.00 3.00 4.00 5.00 2.13 0.12 Water Depth (feet) 2.46 0.12 3.00 0.00 100.00 0.00
Substrate Substrate SI Value Substrate 0.00 0.00 2.96 0.00 1.00 3.23 0.33 0.80 3.96 0.33 0.60 4.23 1.00 0.40 4.96 1.00 0.20
5.23 0.05 Suitability Index 0.00 5.96 0.05 0.00 2.00 4.00 6.00 8.00 10.00 12.00 6.23 0.05 6.96 0.05 Substrate Code 7.23 0.02 7.96 0.02 8.23 0.00 100.00 0.00
Reference: 1989. Moody R.C. Habitat use, availability, and preference for johnny darter, white sucker, nort common shiner, and creek chub in central Wisconsin. M.S. Thesis. University of Wisconsin, Stevens Point. Common Shiner.xls Species: Common Shiner Lifestage: Juvenile
Velocity Velocity SI Value Water Velocity 0.00 0.13 0.16 0.44 1.00 0.49 1.00 0.80 0.82 0.75 0.60 1.15 0.56 0.40 1.48 0.44 0.20
1.80 0.06 Suitability Index 0.00 2.00 0.00 0.00 1.00 2.00 3.00 4.00 100.00 0.00 Water Velocity (ft/sec)
Water Depth Depth Depth SI Value 1.00 0.00 0.00 0.80 0.16 0.00 0.60 0.49 0.00 0.40 0.82 0.22 0.20
1.15 0.94 Suitability Index 0.00 1.48 0.50 1.80 1.00 0.00 1.00 2.00 3.00 4.00 5.00 2.13 0.22 Water Depth (feet) 2.46 0.11 3.00 0.00 100.00 0.00
Substrate Substrate SI Value Substrate 0.00 0.00 2.96 0.00 1.00 3.23 0.15 0.80 3.96 0.15 0.60 4.23 1.00 0.40 4.96 1.00 0.20
5.23 0.44 Suitability Index 0.00 5.96 0.44 0.00 2.00 4.00 6.00 8.00 10.00 12.00 6.23 0.44 6.96 0.44 Substrate Code 7.23 0.00 7.96 0.00 8.23 0.00 100.00 0.00
Reference: 1989. Moody R.C. Habitat use, availability, and preference for johnny darter, white sucker, no common shiner, and creek chub in central Wisconsin. M.S. Thesis. University of Wisconsin, Stevens Point. Common Shiner.xls Species: Fallfish Lifestage: Spawning and Incubation
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.10 0.80 1.00 1.00 1.00 0.80 1.50 1.00 0.60 2.50 0.20 0.40 3.00 0.00 0.20
100.00 0.00 Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 Water Velocity (ft/sec)
Water Depth Depth Depth SI Value 1.00 0.00 0.00 0.80 0.40 0.00 0.60 0.80 1.00 0.40 2.30 1.00 0.20
4.50 0.00 Suitability Index 100.00 0.00 0.00 0.00 1.00 2.00 3.00 4.00 5.00 Water Depth (feet)
Substrate Substrate SI Value Substrate 0.00 0.00 4.96 0.00 1.00 5.23 1.00 0.80 5.96 1.00 0.60 6.23 0.00 0.40 100.00 0.00 0.20
Suitability Index 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 Substrate Code
Reference: Modified and accepted by NYSDEC.
Fallfish.xls Species: Fallfish Lifestage: Fry
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.10 1.00 1.00 0.60 1.00 0.80 0.90 0.94 0.60 1.20 0.46 0.40 2.90 0.00 0.20
100.00 0.00 Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 Water Velocity (ft/sec)
Water Depth Depth Depth SI Value 1.00 0.00 0.00 0.80 0.25 1.00 0.60 1.65 1.00 0.40 2.30 0.82 0.20
4.60 0.00 Suitability Index 100.00 0.00 0.00 0.00 1.00 2.00 3.00 4.00 5.00 Water Depth (feet)
Substrate Substrate SI Value Substrate 0.00 0.00 2.96 0.00 1.00 3.23 0.50 0.80 3.96 0.50 0.60 4.23 1.00 0.40 5.96 1.00 0.20
6.23 0.50 Suitability Index 0.00 6.96 0.50 7.23 0.20 0.00 2.00 4.00 6.00 8.00 10.00 12.00 7.96 0.20 Substrate Code 8.23 0.00 10.96 0.00 11.23 0.50 100.00 0.00
Reference: Velocity & Depth from Brook Trout Fry HSI Curve (Deerfield River Dephi Process) Substrate developed by Charles Ritzi Fallfish.xls Species: Fallfish Lifestage: Juvenile
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.10 0.60 1.00 0.20 0.88 0.80 0.60 1.00 0.60 1.60 1.00 0.40 2.00 0.40 0.20
3.50 0.04 Suitability Index 0.00 4.30 0.00 100.00 0.00 0.00 1.00 2.00 3.00 4.00 Water Velocity (ft/sec)
Water Depth Depth Depth SI Value 1.00 0.00 0.00 0.80 0.40 0.00 0.60 0.60 0.11 0.40 1.00 1.00 0.20
3.00 1.00 Suitability Index 4.00 0.27 0.00 7.00 0.24 0.00 1.00 2.00 3.00 4.00 5.00 8.00 0.07 Water Depth (feet) 100.00 0.07
Substrate Substrate SI Value Substrate 0.00 0.00 2.96 0.00 1.00 3.23 0.10 0.80 3.96 0.10 0.60 4.23 0.50 0.40 4.96 0.50 0.20
5.23 1.00 Suitability Index 0.00 7.96 1.00 8.23 0.20 0.00 2.00 4.00 6.00 8.00 10.00 12.00 8.96 0.20 Substrate Code 9.23 0.10 9.96 0.10 10.23 0.00 10.96 0.00 11.23 0.10 100.00 0.10
Reference: Velocity & Depth from Brook Trout Juvenile HSI Curve (Deerfield River Dephi Process Substrate developed by Charles Ritzi Fallfish.xls Species: Fallfish Lifestage: Adult
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.10 1.00 1.00 0.80 1.00 0.80 1.50 0.40 0.60 3.00 0.00 0.40 100.00 0.00 0.20
Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 Water Velocity (ft/sec)
Water Depth Depth Depth SI Value 1.00 0.00 0.00 0.80 0.50 0.00 0.60 3.00 1.00 0.40 100.00 1.00 0.20
Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 5.00 Water Depth (feet)
Substrate Substrate SI Value Substrate 0.00 0.00 0.10 1.00 1.00 100.00 1.00 0.80 0.60 0.40 0.20
Suitability Index 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 Substrate Code
Reference: Modified and accepted by NYSDEC.
Fallfish.xls Species: White Sucker Lifestage: Spawning and Incubation
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.50 0.40 1.20 1.00 1.00 1.00 2.00 1.00 0.80 3.00 0.00 0.60 0.40 100.00 0.00 0.20 Suitability Index 0.00 0.00 1.00 1.00 2.00 2.00 3.00 3.00 4.00 5.004.00 Water Velocity (ft/sec)
Depth SI Value 0.00 0.00 Water Depth 0.50 1.00 0.80 1.00 1.20 1.00 0.80 1.00 2.00 0.00 0.80 100.00 0.00 0.60 0.40 0.20 Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 5.00 Water Depth (feet)
Substrate Substrate SI Value 0.00 0.00 Substrate 1.23 0.00 2.96 0.00 1.20 3.23 0.50 1.00 3.96 0.50 0.80 4.23 1.00 0.60 0.40 4.96 1.00 0.20 5.23 0.90 Suitability Index 0.00 5.26 0.90 0.00 2.00 4.00 6.00 8.00 10.00 12.00 5.53 0.60 5.56 0.60 Substrate Code 5.73 0.30 5.76 0.30 5.93 0.00 5.96 0.00 6.23 0.05 100.00 0.05
Reference: USFWS "Bluebooks", Habitat Suitability Index Models and Instream Flow Suitability Curves: White Sucker (1984) White Sucker.xls Species: White Sucker Lifestage: Fry
Velocity Velocity SI Value Water Velocity 0.00 1.00 0.30 1.00 1.20 1.00 0.00 1.00 100.00 0.00 0.80 0.60 0.40 0.20 Suitability Index 0.00 0.00 20.00 0.50 40.00 60.00 1.00 80.00 1.50 100.00 120.00 2.00 WaterWater VelocityVelocity (ft/sec)(ft/sec)
Depth SI Value 0.00 0.00 Water Depth 1.00 1.00 100.00 1.00 1.20 1.00 0.80 0.60 0.40 0.20 Suitability Index 0.00 0.00 5.00 10.00 15.00 20.00 Water Depth (feet)
Substrate Substrate SI Value 0.00 1.00 Substrate 100.00 1.00 1.20 Based on assumption that all 1.00 substrate types are suitable. 0.80 0.60 0.40 0.20 Suitability Index 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 Substrate Code
Reference: USFWS "Bluebooks", Habitat Suitability Index Models and Instream Flow Suitability Curves: White Sucker (1984)
White Sucker.xls Species: White Sucker Lifestage: Juvenile
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.16 0.70 1.20 0.33 1.00 1.00 0.49 1.00 0.80 0.66 0.70 0.60 0.40 1.31 0.00 0.20 100.00 0.00 Suitability Index 0.00 0.00 0.20 0.40 0.60 0.80 Water Velocity (ft/sec)
Depth SI Value 0.00 0.00 Water Depth 0.50 0.00 2.30 1.00 1.20 3.30 1.00 1.00 9.80 0.50 0.80 16.40 0.00 0.60 0.40 100.00 0.00 0.20 Suitability Index 0.00 0.00 5.00 10.00 15.00 20.00 Water Depth (feet)
Substrate Substrate SI Value 0.00 1.00 Substrate 100.00 1.00 1.20 Based on assumption that all 1.00 substrate types are suitable. 0.80 0.60 0.40 0.20 Suitability Index 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 Substrate Code
Reference: USFWS "Bluebooks", Habitat Suitability Index Models and Instream Flow Suitability Curves: White Sucker (1984)
White Sucker.xls Species: Longnose Dace Lifestage: Spawning & Incubation
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.25 0.00 1.00 1.25 1.00 0.80 2.25 1.00 0.60 3.00 0.00 0.40 100.00 0.00 0.20
Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 Water Velocity (ft/sec)
Depth Depth SI Value Water Depth 0.00 0.00 0.20 0.20 1.00 0.40 0.60 0.80 0.50 0.80 0.75 1.00 0.60 1.15 1.00 0.40 1.50 0.80 0.20 2.00 0.20 Suitability Index 0.00 2.50 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 100.00 0.00 Water Depth (feet)
Substrate Substrate SI Value Substrate SI Value 0.00 0.00 6.73 0.20 3.96 0.00 6.76 0.20 Substrate 4.23 0.50 6.93 0.00 4.26 0.50 6.96 0.00 1.00 4.53 0.20 7.23 1.00 0.80 4.56 0.20 7.26 1.00 0.60 4.73 0.00 7.53 0.50 0.40 4.96 0.00 7.56 0.50 0.20
5.23 1.00 7.73 0.20 Suitability Index 0.00 5.26 1.00 7.76 0.20 5.53 0.50 7.93 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 5.56 0.50 7.96 0.00 Substrate Code 5.73 0.20 8.23 0.50 5.76 0.20 8.26 0.50 5.93 0.00 8.53 0.20 5.96 0.00 8.56 0.20 6.23 1.00 8.73 0.00 6.26 1.00 100.00 0.00 6.53 0.50 6.56 0.50
Reference: Library of Midcontinent Ecological Science Center, U.S. Geological Service, and modified by VDFW.
Longnose Dace.xls Species: Longnose Dace Lifestage: Fry
Velocity Velocity SI Value Water Velocity 0.00 0.40 0.50 1.00 1.00 1.25 1.00 0.80 1.50 0.40 0.60 2.00 0.20 0.40 2.50 0.10 0.20
3.00 0.08 Suitability Index 0.00 4.00 0.00 0.00 1.00 2.00 3.00 4.00 5.00 100.00 0.00 Water Velocity (ft/sec)
Depth Depth SI Value Water Depth 0.00 0.00 0.75 1.00 1.00 1.25 1.00 0.80 3.00 0.00 100.00 0.00 0.60 0.40 0.20
Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 Water Depth (feet)
Substrate Substrate SI Value Substrate SI Value 0.00 0.00 6.23 0.80 1.96 0.00 6.26 0.80 Substrate 2.23 0.35 6.53 0.80 2.26 0.35 6.56 0.80 1.00 2.93 0.35 6.73 0.80 0.80 2.96 0.35 6.76 0.80 0.60 3.23 0.80 6.93 0.80 0.40 3.26 0.80 6.96 0.80 0.20
3.53 0.80 7.23 0.40 Suitability Index 0.00 3.56 0.80 7.26 0.40 0.00 2.00 4.00 6.00 8.00 10.00 12.00 3.73 0.80 7.53 0.40 3.76 0.80 7.56 0.40 Substrate Code 3.93 0.80 7.73 0.40 3.96 0.80 7.76 0.40 4.23 1.00 7.93 0.40 4.26 1.00 7.96 0.40 4.53 0.90 8.23 0.00 4.56 0.90 8.26 0.00 4.73 0.85 8.53 0.00 4.76 0.85 8.56 0.00 4.93 0.80 8.73 0.00 4.96 0.80 8.76 0.00 5.23 1.00 8.93 0.00 5.26 1.00 8.96 0.00 5.53 0.90 9.23 0.00 5.56 0.90 9.26 0.00 5.73 0.85 9.53 0.00 5.76 0.85 9.56 0.00 5.93 0.80 9.73 0.00 5.96 0.80 11.93 0.10 11.96 0.10 100.00 0.00
Reference: Library of Midcontinent Ecological Science Center, U.S. Geological Service, and modified by VDFW.
Longnose Dace.xls Species: Longnose Dace Lifestage: Juvenile
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.75 1.00 1.00 1.50 1.00 0.80 2.00 0.35 0.60 2.20 0.20 0.40 2.50 0.13 0.20
3.00 0.05 Suitability Index 0.00 4.00 0.00 0.00 1.00 2.00 3.00 4.00 5.00 100.00 0.00 Water Velocity (ft/sec)
Depth Depth SI Value Water Depth 0.00 0.00 0.75 1.00 1.00 1.15 1.00 0.80 1.50 0.40 1.75 0.20 0.60 2.00 0.14 0.40 3.00 0.00 0.20 100.00 0.00 Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 Water Depth (feet)
Substrate Substrate SI Value Substrate SI Value 0.00 0.00 6.73 0.20 3.96 0.00 6.76 0.20 Substrate 4.23 0.18 6.93 0.00 4.26 0.18 6.96 0.00 1.00 4.53 0.00 7.23 1.00 0.80 4.96 0.00 7.26 1.00 0.60 5.23 1.00 7.53 0.50 0.40 5.26 1.00 7.56 0.50 0.20
5.53 0.50 7.73 0.20 Suitability Index 0.00 5.56 0.50 7.76 0.20 0.00 2.00 4.00 6.00 8.00 10.00 12.00 5.73 0.20 7.93 0.00 5.76 0.20 7.96 0.00 Substrate Code 5.93 0.00 8.23 0.50 5.96 0.00 8.26 0.50 6.23 1.00 8.53 0.20 6.26 1.00 8.56 0.20 6.53 0.50 8.73 0.00 6.56 0.50 100.00 0.00
Reference: Library of Midcontinent Ecological Science Center, U.S. Geological Service, and modified by VDFW.
Longnose Dace.xls Species: Longnose Dace Lifestage: Adult
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.75 1.00 1.00 1.75 1.00 0.80 3.00 0.28 0.60 3.60 0.08 0.40 4.50 0.00 0.20
100.00 0.00 Suitability Index 0.00 0.00 1.00 2.00 3.00 4.00 5.00 Water Velocity (ft/sec)
Depth Depth SI Value Water Depth 0.00 0.00 0.10 0.00 1.00 0.75 1.00 0.80 1.60 1.00 2.50 0.00 0.60 100.00 0.00 0.40 0.20
Suitability Index 0.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 Water Depth (feet)
Substrate Substrate SI Value Substrate SI Value 0.00 0.00 6.93 0.00 3.96 0.00 6.96 0.00 Substrate 4.23 0.60 7.23 1.00 4.26 0.60 7.26 1.00 1.00 4.53 0.30 7.53 0.50 0.80 4.56 0.30 7.56 0.50 0.60 4.73 0.15 7.73 0.20 0.40 4.76 0.15 7.76 0.20 0.20
4.93 0.00 7.93 0.00 Suitability Index 0.00 4.96 0.00 7.96 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 5.23 1.00 8.23 0.80 5.26 1.00 8.26 0.80 Substrate Code 5.53 0.50 8.53 0.40 5.56 0.50 8.56 0.40 5.73 0.20 8.73 0.20 5.76 0.20 8.76 0.20 5.93 0.00 8.93 0.00 5.96 0.00 8.96 0.00 6.23 1.00 9.23 0.40 6.26 1.00 9.26 0.40 6.53 0.50 9.53 0.20 6.56 0.50 9.56 0.20 6.73 0.20 9.73 0.00 6.76 0.20 100.00 0.00
Reference: Library of Midcontinent Ecological Science Center, U.S. Geological Service, and modified by VDFW.
Longnose Dace.xls Species: Macroinvertebrate Community Lifestage: All
Velocity Velocity SI Value Water Velocity 0.00 0.00 0.20 0.00 1.20 1.00 1.00 1.00 2.46 1.00 0.80 8.00 0.00 0.60 0.40 100.00 0.00 0.20 Suitability Index 0.00 0.00 2.00 4.00 6.00 8.00 10.00 Water Velocity (ft/sec)
Depth Depth SI Value 0.00 0.00 Water Depth 0.10 0.00 0.40 1.00 1.20 3.00 1.00 1.00 5.00 0.50 0.80 6.50 0.25 0.60 0.40 8.00 0.15 0.20 10.00 0.15 Suitability Index 0.00 100.00 0.00 0.00 2.00 4.00 6.00 8.00 10.00 12.00 Water Depth (feet)
Substrate Substrate SI Value 0.00 0.00 Substrate 1.00 0.50 2.00 0.20 1.20 3.00 0.20 1.00 4.00 0.10 0.80 5.00 0.60 0.60 0.40 6.00 0.60 0.20 7.00 1.00 Suitability Index 0.00 8.00 0.90 0.00 2.00 4.00 6.00 8.00 10.00 12.00 9.00 0.90 10.00 0.50 Substrate Code 100.00 0.00
Reference: 1989. Jirka Kurt J. and Homa John, Habitat Suitability Index Curves for Selected Taxa of Benthic Macroinvertebrates.
Macroinvertebrate.xls Appendix J: Flow Notes obtained during IFIM study and other tables
DIVERSION DAM FLOW NOTES
JUNE 4, 2001
Qcalibration- 0.43 cfs Project: Saugus River IFIM 0.406813 Transect No. 1 at LWSC Diversion Target Flow = 5 cfs RN-1 Below top Flow Meter No. : Model 2000 Electric Staff Gage:.67 Start Right Bank Meter Info (Eq) Slope: Staff Gage:.67 End Left Bank Y int'cpt (b): Water Surface El. = 91.74 Date: 6/4/01 Start Time: 10:00 End time: 10:30 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks left bank looking upstream 200 95.00
0.0 204.0 92.87 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off L. Bank 0.5 0.00 0.000 0.00 0.5 204.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 L. River Bank 0.5 0.00 0.000 0.00 1.0 205.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 L. River Bank 0.5 0.00 0.000 0.00 1.5 205.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 L. River Bank 0.5 0.00 0.000 0.00 2.0 206.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 Edge of Bank 0.5 0.00 0.000 0.00 2.5 206.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 3 0.03 0.9 0.5 0.15 0.000 0.00 3.0 207.0 91.44 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.06 0.2 0.5 0.30 0.000 0.00 3.5 207.5 91.44 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.06 0.2 0.5 0.35 0.010 0.00 4.0 208.0 91.34 0.40 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 5 0.06 0.2 Nice Canopy Cover (entire transect) 0.5 0.38 0.045 0.01 4.5 208.5 91.39 0.35 0 0 0.000 0.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.070 5 0.03 0.2 0.5 0.38 0.050 0.01 5.0 209.0 91.34 0.40 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 5 0.03 0.2 0.5 0.35 0.035 0.01 5.5 209.5 91.44 0.30 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 5 0.03 0.2 0.5 0.35 0.165 0.03 6.0 210.0 91.34 0.40 0 0 0.000 0.290 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.290 6 0.03 0.2 0.5 0.35 0.290 0.05 6.5 210.5 91.44 0.30 0 0 0.000 0.290 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.290 6 0.03 0.2 0.5 0.35 0.205 0.04 7.0 211.0 91.34 0.40 0 0 0.000 0.120 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.120 7 0.03 0.5 0.5 0.35 0.075 0.01 7.5 211.5 91.44 0.30 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 6 0.06 0.7 0.5 0.35 0.015 0.00 8.0 212.0 91.34 0.40 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.06 0.9 0.5 0.45 0.015 0.00 8.5 212.5 91.24 0.50 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 6 0.06 0.7 0.5 0.50 0.150 0.04 9.0 213.0 91.24 0.50 0 0 0.000 0.270 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.270 6 0.03 0.7 0.5 0.50 0.260 0.07 9.5 213.5 91.24 0.50 0 0 0.000 0.250 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.250 6 0.03 0.5 0.5 0.50 0.165 0.04 10.0 214.0 91.24 0.50 0 0 0.000 0.080 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.080 6 0.03 0.5 0.5 0.45 0.045 0.01 10.5 214.5 91.34 0.40 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 6 0.03 0.5 0.5 0.35 0.115 0.02 11.0 215.0 91.44 0.30 0 0 0.000 0.220 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.220 6 0.03 0.5 0.5 0.30 0.185 0.03 11.5 215.5 91.44 0.30 0 0 0.000 0.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.150 5 0.03 0.2 0.5 0.30 0.195 0.03 12.0 216.0 91.44 0.30 0 0 0.000 0.240 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.240 5 0.03 0.2 0.5 0.225 0.130 0.01 12.5 216.5 91.59 0.15 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 5 0.03 0.2 0.5 0.175 0.010 0.00 13 217.0 91.54 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.5 0.5 0.15 0.000 0.00 13.5 217.5 91.64 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.5 0.5 0.1 0.000 0.00 14 218.0 91.64 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.2 0.9 0.05 0.000 0.00 14.9 218.9 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.5 Edge of Water 0.6 0 0.000 0.00 15.5 219.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.7 Right Bank 0.5 0 0.000 0.00 16 220.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.7 0.5 0 0.000 0.00 16.5 220.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.7 0.5 0 0.000 0.00 17 221.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.7 0.5 0 0.000 0.00 17.5 221.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 0.5 0 0.000 0.00 18 222.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 0.5 0 0.000 0.00 18.5 222.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.06 0.9 0.5 0 0.000 0.00 19 223.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 19.5 223.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 20 224.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 20.5 224.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 21 225.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 21.5 225.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 22 226.0 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 22.5 226.5 91.74 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 23 227.0 92.93 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off
232 94.75 0.33 Average 0.120 0.41 Project: Saugus River IFIM 0.325688 Transect No. 2 at Upstream LWSC Div Target Flow = 5 cfs
Flow Meter No. : Model 2000 Electronic Staff Gage:.75 Start Right Bank Meter Info (Eq) Slope: Staff Gage:.75 End Left Bank Y int'cpt (b): (depth to H2O from top) Water Surface El. = 91.57 Date: 6/4/01 Start Time: 9:20 AM End time: 9:55 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. In field v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 97.33 sht # top of slope
0.0 209.0 93.00 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 0.5 0.00 0.000 0.00 0.5 209.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 Left Bank 0.5 0.00 0.000 0.00 1.0 210.0 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 1.5 210.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 2.0 211.0 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 2.5 211.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 3.0 212.0 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 3.5 212.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.2 0.00 0.000 0.00 3.7 212.7 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 Edge L. Bank 1.0 0.00 0.000 0.00 4.8 213.8 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.7 0.3 0.00 0.000 0.00 5.0 214.0 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.7 0.5 0.00 0.000 0.00 5.5 214.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.5 Edge Water 0.5 0.05 0.125 0.00 6.0 215.0 91.47 0.10 0 0 0.000 0.250 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.250 6 0.03 0.2 0.5 0.10 0.285 0.01 6.5 215.5 91.47 0.10 0 0 0.000 0.320 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.320 6 0.03 0.5 0.5 0.10 0.375 0.02 7.0 216.0 91.47 0.10 0 0 0.000 0.430 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.430 6 0.03 0.2 0.5 0.13 0.500 0.03 7.5 216.5 91.42 0.15 0 0 0.000 0.570 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.570 6 0.03 0.2 0.5 0.18 0.300 0.03 8.0 217.0 91.37 0.20 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 6 0.06 0.2 Behind a Rock 0.5 0.15 0.070 0.01 8.5 217.5 91.47 0.10 0 0 0.000 0.110 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.110 6 0.06 0.2 0.5 0.10 0.055 0.00 9.0 218.0 91.47 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.06 0.2 0.5 0.10 0.215 0.01 9.5 218.5 91.47 0.10 0 0 0.000 0.430 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.430 6 0.03 0.2 0.5 0.08 0.215 0.01 10.0 219.0 91.52 0.05 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.2 0.5 0.08 0.095 0.00 10.5 219.5 91.47 0.10 0 0 0.000 0.190 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.190 6 0.06 0.5 0.5 0.1 0.095 0.00 11.0 220.0 91.47 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.06 0.5 0.5 0.10 0.000 0.00 11.5 220.5 91.47 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.06 0.5 0.5 0.10 0.010 0.00 12.0 221.0 91.47 0.10 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 6 0.03 0.5 0.5 0.10 0.170 0.01 12.5 221.5 91.47 0.10 0 0 0.000 0.320 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.320 0.7 0.03 0.5 0.5 0.1 0.160 0.01 13 222.0 91.47 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.7 0.06 0.7 0.5 0.2 0.120 0.01 13.5 222.5 91.27 0.30 0 0 0.000 0.240 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.240 0.6 0.03 0.7 0.5 0.25 0.290 0.04 14 223.0 91.37 0.20 0 0 0.000 0.340 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.340 0.6 0.03 0.5 0.5 0.2 0.195 0.02 14.5 223.5 91.37 0.20 0 0 0.000 0.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.050 0.6 0.03 0.5 0.5 0.175 0.040 0.00 15 224.0 91.42 0.15 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 0.6 0.03 0.2 0.5 0.175 0.015 0.00 15.5 224.5 91.37 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.6 0.03 0.2 0.5 0.225 0.080 0.01 16 225.0 91.27 0.30 0 0 0.000 0.160 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.160 0.6 0.03 0.5 0.5 0.3 0.090 0.01 16.5 225.5 91.27 0.30 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 0.6 0.06 0.5 D.S. of Boulder 0.5 0.3 0.100 0.02 17 226.0 91.27 0.30 0 0 0.000 0.180 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.180 0.6 0.06 0.7 D.S. of Boulder 0.5 0.3 0.115 0.02 17.5 226.5 91.27 0.30 0 0 0.000 0.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.050 0.7 0.06 0.5 D.S. of Boulder 0.5 0.35 0.025 0.00 18 227.0 91.17 0.40 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.7 0.06 0.5 D.S. of Boulder 0.5 0.375 0.030 0.01 18.5 227.5 91.22 0.35 0 0 0.000 0.060 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.060 0.7 0.06 0.5 D.S. of Boulder 0.5 0.325 0.095 0.02 19 228.0 91.27 0.30 0 0 0.000 0.130 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.130 0.6 0.03 0.7 0.5 0.3 0.075 0.01 19.5 228.5 91.27 0.30 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 0.6 0.03 0.5 0.5 0.3 0.010 0.00 20 229.0 91.27 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.6 0.03 0.2 0.5 0.3 0.055 0.01 20.5 229.5 91.27 0.30 0 0 0.000 0.110 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.110 0.5 0.03 0.2 0.5 0.225 0.055 0.01 21 230.0 91.42 0.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.5 0.06 0.2 0.5 0.125 0.000 0.00 21.5 230.5 91.47 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.6 0.03 0.2 0.5 0.05 0.000 0.00 22 231.0 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.6 0.03 0.2 Edge of Water 0.5 0 0.000 0.00 22.5 231.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.5 0.06 0.2 0.5 0 0.000 0.00 23 232.0 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0.5 0.06 0.9 0.5 0 0.000 0.00 23.5 232.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0 0.000 0.00 24 233.0 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0 0.000 0.00 24.5 233.5 91.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0 0.000 0.00 25 234.0 92.61 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 R. Bank Tie-Off 0.325688 Project: Saugus River IFIM 0.939049 Transect No. T4, RF2 Target Flow = 5 cfs
Flow Meter No. : Pajmy Staff Gage: 8 Right Bank Meter Info (Eq) Slope: Staff Gage: 8 Left Bank Y int'cpt (b): Water Surface El. = 91.11 Date: 6/4/01 Start Time: End time: Flow Metering: M. Wamser Notes: M. Wamser Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 96.58
1.0 204.7 94.21 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0 0 Tie-Off 7.0 0.00 0.000 0.00 8.0 211.7 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0 0 EOW 0.5 0.05 0.000 0.00 8.5 212.2 91.01 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6.76 0 0 0.5 0.10 0.000 0.00 9.0 212.7 91.01 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6.76 0 0 Behind Large Boulders 0.5 0.10 0.000 0.00 9.5 213.2 91.01 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6.76 0 0 Behind Large Boulders 0.5 0.15 0.000 0.00 10.0 213.7 90.91 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6.76 0 0 Behind Large Boulders 0.5 0.30 0.007 0.00 10.5 214.2 90.71 0.40 1 70 0.014 0.014 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.014 6.76 0 0 Behind Large Boulders 0.5 0.45 0.014 0.00 11.0 214.7 90.61 0.50 1 70 0.014 0.014 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.014 6.76 0 0 Coming Around Edge of Boulder 0.5 0.50 0.111 0.03 11.5 215.2 90.61 0.50 10 48 0.208 0.208 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.208 6.73 0 0 0.5 0.40 0.342 0.07 12.0 215.7 90.81 0.30 19 40 0.475 0.475 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.475 6.73 0 0 0.5 0.30 0.513 0.08 12.5 216.2 90.81 0.30 22 40 0.550 0.550 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.550 6.73 0 0 0.5 0.30 0.465 0.07 13.0 216.7 90.81 0.30 16 42 0.381 0.381 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.381 7.73 0 0 0.5 0.20 0.240 0.02 13.5 217.2 91.01 0.10 4 40 0.100 0.100 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.100 7.73 0 0 0.5 0.15 0.193 0.01 14.0 217.7 90.91 0.20 10 35 0.286 0.286 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.286 7.73 0 0 0.5 0.20 0.274 0.03 14.5 218.2 90.91 0.20 10 38 0.263 0.263 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.263 7.73 0 0 On the Side of Some Rocks 0.5 0.15 0.298 0.02 15.0 218.7 91.01 0.10 11 33 0.333 0.333 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.333 7.73 0 0 0.5 0.10 0.174 0.01 15.5 219.2 91.01 0.10 1 70 0.014 0.014 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.014 6.73 0 0 b/t 2 Rocks 0.5 0.15 0.142 0.01 16.0 219.7 90.91 0.20 10 37 0.270 0.270 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.270 0 0 0 0.5 0.20 0.323 0.03 16.5 220.2 90.91 0.20 15 40 0.375 0.375 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.375 7.73 0 0 0.5 0.23 0.366 0.04 17.0 220.7 90.86 0.25 15 42 0.357 0.357 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.357 0 0 0 0.5 0.28 0.186 0.03 17.5 221.2 90.81 0.30 1 70 0.014 0.014 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.014 0 0 0 0.5 0.20 0.057 0.01 18.0 221.7 91.01 0.10 4 40 0.100 0.100 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.100 0 0 0 0.5 0.1 0.050 0.00 18.5 222.2 91.01 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.10 0.000 0.00 19.0 222.7 91.01 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 7.73 0 0 0.5 0.13 0.000 0.00 19.5 223.2 90.96 0.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.15 0.050 0.00 20.0 223.7 90.96 0.15 4 40 0.100 0.100 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.100 0 0 0 0.5 0.15 0.050 0.00 20.5 224.2 90.96 0.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.1 0.000 0.00 21 224.7 91.06 0.05 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.025 0.000 0.00 21.5 225.2 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 22.0 225.7 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 22.5 226.2 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 23.0 226.7 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 23.5 227.2 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 24.0 227.7 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 2.6 26.6 230.3 91.11 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 3.7 30.3 234.0 92.64 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
241.1 94.34 0.469525 Project: Saugus River IFIM 0.44 Transect No. T6 Near LWSC Diversion Target Flow = #NAME? Flow Meter No. : Model 2000 Elctronic Staff Gage: .66 Start Right Bank Meter Info (Eq) Slope: Staff Gage: .66 End Left Bank Y int'cpt (b): Water Surface El. = 90.57 Date: 6/4/01 Start Time: End time: 11:45 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 96
0.4 205.0 94.50 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off L. Bank 0.6 0.00 0.000 0.00 1.0 205.6 90.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 L. Bank - Alders - Snags 7.0 0.00 0.000 0.00 8.0 212.6 90.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 Edge of Water 0.5 0.08 0.000 0.00 8.5 213.1 90.42 0.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 0.5 0.18 0.000 0.00 9.0 213.6 90.37 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.7 0.5 0.28 0.005 0.00 9.5 214.1 90.22 0.35 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 5 0.03 0.7 0.5 0.43 0.010 0.00 10.0 214.6 90.07 0.50 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 5 0.03 0.5 0.5 0.55 0.025 0.01 10.5 215.1 89.97 0.60 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 5 0.03 0.2 0.5 0.70 0.045 0.02 11.0 215.6 89.77 0.80 0 0 0.000 0.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.050 5 0.03 0.2 0.5 0.83 0.060 0.02 11.5 216.1 89.72 0.85 0 0 0.000 0.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.070 5 0.03 0.2 0.5 0.95 0.075 0.04 12.0 216.6 89.52 1.05 0 0 0.000 0.080 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.080 5 0.03 0.2 0.5 1.10 0.060 0.03 12.5 217.1 89.42 1.15 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 5 0.03 0.2 0.5 1.25 0.035 0.02 13.0 217.6 89.22 1.35 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 6 0.03 0.5 0.5 1.40 0.040 0.03 13.5 218.1 89.12 1.45 0 0 0.000 0.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.050 6 0.03 0.5 0.5 1.48 0.045 0.03 14.0 218.6 89.07 1.50 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 6 0.03 0.7 0.5 1.55 0.045 0.03 14.5 219.1 88.97 1.60 0 0 0.000 0.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.050 6 0.03 0.7 0.5 1.65 0.040 0.03 15.0 219.6 88.87 1.70 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 6 0.03 0.9 0.5 1.70 0.035 0.03 15.5 220.1 88.87 1.70 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 6 0.03 0.9 0.5 1.63 0.030 0.02 16.0 220.6 89.02 1.55 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 6 0.03 0.5 0.5 1.58 0.030 0.02 16.5 221.1 88.97 1.60 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 6 0.03 0.5 0.5 1.53 0.035 0.03 17.0 221.6 89.12 1.45 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 7 0.03 0.5 0.5 1.375 0.035 0.02 17.5 222.1 89.27 1.30 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 7 0.03 0.7 0.5 1.25 0.025 0.02 18.0 222.6 89.37 1.20 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 6 0.03 0.9 0.5 1.10 0.020 0.01 18.5 223.1 89.57 1.00 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 6 0.03 0.9 0.5 0.90 0.025 0.01 19.0 223.6 89.77 0.80 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 5 0.03 0.7 0.5 0.75 0.010 0.00 19.5 224.1 89.87 0.70 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.7 0.5 0.635 0.000 0.00 20 224.6 90 0.57 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 0.5 0.585 0.000 0.00 20.5 225.1 89.97 0.60 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 0.5 0.4 0.000 0.00 21 225.6 90.37 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 0.4 0.1 0.000 0.00 21.4 226.0 90.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 Edge of Water R. Bank 0.6 0 0.000 0.00 22 226.6 90.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.9 Edge of Water R. Bank - Undercut 0.5 0 0.000 0.00 22.5 227.1 90.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0 0.000 0.00 23 227.6 94.69 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 R. Bank Tie-Off
232.1 96.65 0.44 Project: Saugus River IFIM 0.51475 Transect No. T8 at LWSC DiveRF-3 Target Flow = 5 cfs just upstream of granite slabs in Streambed and Rt 128/95 Flow Meter No. : Model 2000 Electronic Staff Gage:.77 Start Right Bank Meter Info (Eq) Slope: Staff Gage:Distribed Left Bank Y int'cpt (b): during mesaurements and reset at end Water Surface El. = 90.20 Date: 6/4/01 Start Time: 11:15 End time: 11:35 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 94.91
0.0 204.3 92.79 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off L. Bank 0.5 0.00 0.000 0.00 0.5 204.8 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 1.0 205.3 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 1.5 205.8 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.06 0.9 0.5 0.00 0.000 0.00 2.0 206.3 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 3 0.06 0.9 0.5 0.00 0.000 0.00 2.5 206.8 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 3 0.06 0.9 0.5 0.00 0.000 0.00 3.0 207.3 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 10 0.03 0.9 0.5 0.00 0.000 0.00 3.5 207.8 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 10 0.03 0.9 0.5 0.00 0.000 0.00 4.0 208.3 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.03 0.9 0.5 0.00 0.000 0.00 4.5 208.8 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 11 0.03 0.9 0.5 0.00 0.000 0.00 5.0 209.3 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 9 0.06 0.9 0.5 0.00 0.000 0.00 5.5 209.8 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Large Boulder 0.5 0.00 0.000 0.00 6.0 210.3 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Large Boulder 0.5 0.00 0.000 0.00 6.5 210.8 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Large Boulder 0.5 0.00 0.000 0.00 7.0 211.3 90.20 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 7 0.06 0.5 Edge of Water (L. Bank) 0.5 0.08 0.000 0.00 7.5 211.8 90.05 0.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 7 0.06 0.2 0.5 0.13 0.000 0.00 8.0 212.3 90.10 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 7 0.06 0.2 0.5 0.10 0.000 0.00 8.5 212.8 90.10 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 7 0.06 0.5 0.5 0.15 0.015 0.00 9.0 213.3 90.00 0.20 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 6 0.06 0.5 0.5 0.20 0.050 0.01 9.5 213.8 90.00 0.20 0 0 0.000 0.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.070 6 0.06 0.5 0.5 0.25 0.075 0.01 10.0 214.3 89.90 0.30 0 0 0.000 0.080 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.080 6 0.03 0.2 0.5 0.30 0.170 0.03 10.5 214.8 89.90 0.30 0 0 0.000 0.260 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.260 6 0.03 0.5 0.5 0.325 0.295 0.05 11.0 215.3 89.85 0.35 0 0 0.000 0.330 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.330 7 0.03 0.2 0.5 0.38 0.405 0.08 11.5 215.8 89.80 0.40 0 0 0.000 0.480 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.480 7 0.03 0.2 0.5 0.38 0.375 0.07 12.0 216.3 89.85 0.35 0 0 0.000 0.270 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.270 7 0.03 0.5 0.5 0.33 0.370 0.06 12.5 216.8 89.9 0.30 0 0 0.000 0.470 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.470 7 0.03 0.5 0.5 0.3 0.360 0.05 13 217.3 89.9 0.30 0 0 0.000 0.250 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.250 7 0.03 0.5 0.5 0.4 0.315 0.06 13.5 217.8 89.7 0.50 0 0 0.000 0.380 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.380 6 0.06 0.7 0.5 0.45 0.190 0.04 14 218.3 89.8 0.40 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.06 0.7 Behind Cobble 0.5 0.4 0.090 0.02 14.5 218.8 89.8 0.40 0 0 0.000 0.180 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.180 6 0.06 0.5 0.5 0.4 0.090 0.02 15 219.3 89.8 0.40 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.06 0.2 0.5 0.375 0.000 0.00 15.5 219.8 89.85 0.35 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 6 0.03 0.2 0.5 0.4 0.000 0.00 16 220.3 89.8 0.40 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 5 0.03 0.2 0.5 0.325 0.075 0.01 16.5 220.8 89.95 0.25 0 0 0.000 0.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.150 5 0.03 0.7 0.5 0.25 0.085 0.01 17 221.3 89.95 0.25 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 5 0.03 0.9 0.5 0.175 0.010 0.00 17.5 221.8 90.1 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.03 0.9 0.5 0.05 0.000 0.00 18 222.3 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 Edge of Water 0.5 0 0.000 0.00 18.5 222.8 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 Veg. Snags 0.5 0 0.000 0.00 19 223.3 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 19.5 223.8 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 20 224.3 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 20.5 224.8 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 21 225.3 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 21.5 225.8 90.2 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9 0.5 0 0.000 0.00 22 226.3 90.48 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 4 0.06 0.9
230.1 93.07 0.51 STAPLES REACH FLOW NOTES
JULY 31, 2001
Qcalibration- 3.65 cfs Project: Saugus River IFIM 3.78 Transect No. T-1, RF-1 Target Flow =
Flow Meter No. : Staff Gage: Right Bank (a 0.01 change) Meter Info (Eq) Slope: 1 Staff Gage: Left Bank Y int'cpt (b): 0 Water Surface El. = 213.57 Date: 07/31/01 Start Time: 1:04 End time: 8:47 Flow Metering: J. Magee Notes: K, Smith Factor to Correct Velocities: 1
3.3ft Eow | for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 217.02
0.8 204.4 215.61 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 3.2 0.00 0.000 0.00 4.0 207.6 213.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.00 0.000 0.00 5.0 208.6 213.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of water 1.0 0.08 0.000 0.00 6.0 209.6 213.42 0.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.20 0.000 0.00 7.0 210.6 213.32 0.25 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 On Top of Rock 1.0 0.30 0.025 0.01 8.0 211.6 213.22 0.35 2 40 0.050 0.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.050 0 0 0 1.0 0.48 0.025 0.01 9.0 212.6 212.97 0.60 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.73 0.000 0.00 10.0 213.6 212.72 0.85 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.83 0.000 0.00 11.0 214.6 212.77 0.80 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.90 0.000 0.00 12.0 215.6 212.57 1.00 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Behind Boulder 1.0 1.03 0.013 0.01 13.0 216.6 212.52 1.05 1 40 0.025 0.025 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.025 0 0 0 1.0 1.13 0.125 0.14 14.0 217.6 212.37 1.20 9 40 0.225 0.225 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.225 0 0 0 1.0 1.25 0.475 0.59 15.0 218.6 212.27 1.30 29 40 0.725 0.725 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.725 0 0 0 1.0 1.35 0.600 0.81 16.0 219.6 212.17 1.40 19 40 0.475 0.475 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.475 0 0 0 1.0 1.30 0.700 0.91 17.0 220.6 212.37 1.20 37 40 0.925 0.925 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.925 0 0 0 0.5 1.10 0.825 0.45 17.5 221.1 212.57 1.00 29 40 0.725 0.725 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.725 0 0 0 0.5 0.93 0.575 0.27 18.0 221.6 212.72 0.85 17 40 0.425 0.425 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.425 0 0 0 0.5 0.80 0.288 0.12 18.5 222.1 212.82 0.75 6 40 0.150 0.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.150 0 0 0 0.5 0.78 0.113 0.04 19.0 222.6 212.77 0.80 3 40 0.075 0.075 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.075 0 0 0 0.5 0.73 0.100 0.04 19.5 223.1 212.92 0.65 5 40 0.125 0.125 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.125 0 0 0 0.5 0.63 0.163 0.05 20.0 223.6 212.97 0.60 8 40 0.200 0.200 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.200 0 0 0 Behind large Boulder 0.5 0.60 0.175 0.05 20.5 224.1 212.97 0.60 6 40 0.150 0.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.150 0 0 0 Behind large Boulder 0.5 0.4 0.286 0.06 21.0 224.6 213.37 0.20 19 45 0.422 0.422 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.422 0 0 0 Behind Rock 1.0 0.25 0.661 0.17 22.0 225.6 213.27 0.30 36 40 0.900 0.900 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.900 0 0 0 1.0 0.15 0.450 0.07 23.0 226.6 213.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of water 1.0 0.00 0.000 0.00 24.0 227.6 213.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.6 0 0.000 0.00 24.6 228.2 213.57 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 3.4 0 0.000 0.00 28 231.6 215.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off
236.0 217.7 3.8 Project: Saugus River IFIM 2.93 Transect No. T-2 Target Flow =
Flow Meter No. : Pigmy meter Staff Gage: Right Bank (0.01 off) Meter Info (Eq) Slope: 1 Staff Gage: Left Bank Y int'cpt (b): 0 Water Surface El. = 213.56 Date: 7/31/01 Start Time: 9:04 End time: 9:40 Flow Metering: K. Smith Notes: J. Magee Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 216.54 0
1.0 203.7 214.98 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 1.0 0.00 0.000 0.00 2.0 204.7 213.56 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.00 0.000 0.00 3.0 205.7 213.56 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.00 0.000 0.00 4.0 206.7 213.56 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 4.5 207.2 213.56 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 1.0 0.45 0.000 0.00 5.5 208.2 212.66 0.90 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 1.05 0.000 0.00 6.0 208.7 212.36 1.20 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 1.15 0.000 0.00 6.5 209.2 212.46 1.10 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 1.05 0.000 0.00 7.0 209.7 212.56 1.00 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 1.30 0.000 0.00 7.5 210.2 211.96 1.60 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 1.60 0.013 0.01 8.0 210.7 211.96 1.60 1 40 0.025 0.025 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.025 0 0 0 0.5 1.50 0.025 0.02 8.5 211.2 212.16 1.40 1 41 0.024 0.024 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.024 0 0 0 0.5 1.48 0.025 0.02 9.0 211.7 212.01 1.55 1 40 0.025 0.025 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.025 0 0 0 0.5 1.53 0.036 0.03 9.5 212.2 212.06 1.50 2 42 0.048 0.048 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.048 0 0 0 0.5 1.55 0.046 0.04 10.0 212.7 211.96 1.60 2 45 0.044 0.044 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.044 0 0 0 0.5 1.48 0.092 0.07 10.5 213.2 212.21 1.35 6 43 0.140 0.140 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.140 0 0 0 EOW 0.5 1.33 0.186 0.12 11.0 213.7 212.26 1.30 14 60 0.233 0.233 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.233 0 0 0 0.5 1.35 0.244 0.16 11.5 214.2 212.16 1.40 13 51 0.255 0.255 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.255 0 0 0 0.5 1.35 0.275 0.19 12.0 214.7 212.26 1.30 13 44 0.295 0.295 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.295 0 0 0 0.5 1.25 0.314 0.20 12.5 215.2 212.36 1.20 20 60 0.333 0.333 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.333 0 0 0 0.5 1.15 0.363 0.21 13.0 215.7 212.46 1.10 20 51 0.392 0.392 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.392 0 0 0 0.5 1.10 0.346 0.19 13.5 216.2 212.46 1.10 18 60 0.300 0.300 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.300 0 0 0 0.5 1.1 0.313 0.17 14.0 216.7 212.46 1.10 17 52 0.327 0.327 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.327 0 0 0 0.5 1.10 0.334 0.18 14.5 217.2 212.46 1.10 16 47 0.340 0.340 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.340 0 0 0 0.5 1.08 0.366 0.20 15.0 217.7 212.51 1.05 18 46 0.391 0.391 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.391 0 0 0 0.5 1.03 0.400 0.20 15.5 218.2 212.56 1.00 20 49 0.408 0.408 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.408 0 0 0 0.5 1 0.342 0.17 16 218.7 212.56 1.00 16 58 0.276 0.276 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.276 0 0 0 0.5 1 0.324 0.16 16.5 219.2 212.56 1.00 16 43 0.372 0.372 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.372 0 0 0 0.5 0.975 0.357 0.17 17 219.7 212.61 0.95 15 44 0.341 0.341 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.341 0 0 0 0.5 0.875 0.334 0.15 17.5 220.2 212.76 0.80 16 49 0.327 0.327 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.327 0 0 0 0.5 0.85 0.313 0.13 18 220.7 212.66 0.90 15 50 0.300 0.300 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.300 0 0 0 0.5 0.9 0.209 0.09 18.5 221.2 212.66 0.90 7 59 0.119 0.119 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.119 0 0 0 0.5 0.9 0.059 0.03 19 221.7 212.66 0.90 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.875 0.000 0.00 19.5 222.2 212.71 0.85 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.7 0.025 0.01 20 222.7 213.01 0.55 2 40 0.050 0.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.050 0 0 0 0.5 0.75 0.025 0.01 20.5 223.2 212.91 0.65 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.575 0.000 0.00 21 223.7 213.06 0.50 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 0.4 0.000 0.00 22 224.7 213.26 0.30 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.7 0.15 0.000 0.00 22.7 225.4 213.56 0.00 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 0.3 0 0.000 0.00 23 225.7 213.56 0.00 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.8 0 0.000 0.00 23.8 226.5 214.64 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
230.0 216.73 0 2.9 Project: Saugus River IFIM
Transect No. T-4 Target Flow =
Flow Meter No. : Pigmy meter Staff Gage: Right Bank same Meter Info (Eq) Slope: 1 Staff Gage: Left Bank Y int'cpt (b): 0 Water Surface El. = 213.08 Date: 7/31/01 Start Time: 10:07 End time: 10:27 Flow Metering: K. Smith Notes: J. Magee Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 215.69
32.7 205.0 214.83 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off -0.1 0.00 0.000 0.00 32.6 205.1 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1.6 0.00 0.000 0.00 31.0 206.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW -1.0 0.50 0.488 -0.24 30.0 207.7 212.08 1.00 40 41 0.976 0.976 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.976 0 0 0 -0.5 1.03 1.588 -0.81 29.5 208.2 212.03 1.05 88 40 2.200 2.200 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.200 0 0 0 -0.5 1.03 2.021 -1.04 29.0 208.7 212.08 1.00 70 38 1.842 1.842 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.842 0 0 0 -1.0 0.90 1.384 -1.25 28.0 209.7 212.28 0.80 37 40 0.925 0.925 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.925 0 0 0 -0.5 0.75 0.701 -0.26 27.5 210.2 212.38 0.70 20 42 0.476 0.476 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.476 0 0 0 -0.5 0.68 0.455 -0.15 27.0 210.7 212.43 0.65 20 46 0.435 0.435 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.435 0 0 0 -1.0 0.50 0.392 -0.20 26.0 211.7 212.73 0.35 15 43 0.349 0.349 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.349 0 0 0 -1.0 0.23 0.787 -0.18 25.0 212.7 212.98 0.10 49 40 1.225 1.225 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.225 0 0 0 -1.0 0.10 1.238 -0.12 24.0 213.7 212.98 0.10 50 40 1.250 1.250 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.250 0 0 0 -1.0 0.08 1.025 -0.08 23.0 214.7 213.03 0.05 32 40 0.800 0.800 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.800 0 0 0 -1.0 0.05 0.438 -0.02 22.0 215.7 213.03 0.05 3 40 0.075 0.075 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.075 0 0 0 -0.5 0.05 0.075 0.00 21.5 216.2 213.03 0.05 3 40 0.075 0.075 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.075 0 0 0 -0.5 0.05 0.075 0.00 21.0 216.7 213.03 0.05 3 40 0.075 0.075 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.075 0 0 0 -0.5 0.05 0.075 0.00 20.5 217.2 213.03 0.05 3 40 0.075 0.075 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.075 0 0 0 -0.5 0.03 0.038 0.00 20.0 217.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.00 0.000 0.00 19.5 218.2 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.00 0.000 0.00 19.0 218.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.00 0.000 0.00 18.5 219.2 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.00 0.000 0.00 18.0 219.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0 0.000 0.00 17.5 220.2 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.00 0.000 0.00 17.0 220.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.00 0.000 0.00 16.5 221.2 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.00 0.000 0.00 16.0 221.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0 0.000 0.00 15.5 222.2 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.025 0.000 0.00 15 222.7 213.03 0.05 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.05 0.000 0.00 14.5 223.2 213.03 0.05 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.05 0.000 0.00 14 223.7 213.03 0.05 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.05 0.000 0.00 13.5 224.2 213.03 0.05 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.05 0.000 0.00 13 224.7 213.03 0.05 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.05 0.000 0.00 12.5 225.2 213.03 0.05 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -0.5 0.075 0.000 0.00 12 225.7 212.98 0.10 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0.125 0.098 -0.01 11 226.7 212.93 0.15 8 41 0.195 0.195 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.195 0 0 0 -1 0.125 0.098 -0.01 10 227.7 212.93 0.15 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0.15 0.000 0.00 9 228.7 212.93 0.15 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0.075 0.000 0.00 8 229.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW -1 0 0.000 0.00 7 230.7 213.08 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 6 231.7 213.08 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 5 232.7 213.08 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 4 233.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 3 234.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 2 235.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 1 236.7 213.08 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 0 237.7 215.66 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off
243.2 218.43 -4.4 Project: Saugus River IFIM
Transect No. T-5 Target Flow =
Flow Meter No. : Standard Staff Gage: Right Bank same Meter Info (Eq) Slope: 1 Staff Gage: Left Bank Y int'cpt (b): 0 Water Surface El. = 212.82 Date: 7/31/01 Start Time: 10:39 End time: 11:06 Flow Metering: K. Smith Notes: J. Magee Factor to Correct Velocities: 1 3.6=EOW | for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 216.17
3.0 204.7 214.50 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 1.0 0.00 0.000 0.00 4.0 205.7 212.82 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.00 0.000 0.00 5.0 206.7 212.82 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 1.0 -0.13 0.000 0.00 6.0 207.7 213.07 -0.25 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 On Top of Rock 1.0 0.28 0.000 0.00 7.0 208.7 212.02 0.80 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.90 0.000 0.00 8.0 209.7 211.82 1.00 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 1.10 0.000 0.00 9.0 210.7 211.62 1.20 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 1.20 0.056 0.07 10.0 211.7 211.62 1.20 5 45 0.111 0.111 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.111 0 0 0 1.0 1.28 0.218 0.28 11.0 212.7 211.47 1.35 13 40 0.325 0.325 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.325 0 0 0 1.0 1.40 0.358 0.50 12.0 213.7 211.37 1.45 16 41 0.390 0.390 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.390 0 0 0 1.0 1.48 0.400 0.59 13.0 214.7 211.32 1.50 18 44 0.409 0.409 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.409 0 0 0 0.5 1.50 0.419 0.31 13.5 215.2 211.32 1.50 18 42 0.429 0.429 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.429 0 0 0 0.5 1.45 0.362 0.26 14.0 215.7 211.42 1.40 13 44 0.295 0.295 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.295 0 0 0 0.5 1.48 0.357 0.26 14.5 216.2 211.27 1.55 18 43 0.419 0.419 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.419 0 0 0 0.5 1.58 0.429 0.34 15.0 216.7 211.22 1.60 18 41 0.439 0.439 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.439 0 0 0 0.5 1.60 0.337 0.27 15.5 217.2 211.22 1.60 11 47 0.234 0.234 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.234 0 0 0 0.5 1.60 0.242 0.19 16.0 217.7 211.22 1.60 12 48 0.250 0.250 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.250 0 0 0 0.5 1.60 0.212 0.17 16.5 218.2 211.22 1.60 9 52 0.173 0.173 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.173 0 0 0 0.5 1.60 0.122 0.10 17.0 218.7 211.22 1.60 4 57 0.070 0.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.070 0 0 0 1.0 1.70 0.059 0.10 18.0 219.7 211.02 1.80 2 41 0.049 0.049 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.049 0 0 0 1.0 1.90 0.024 0.05 19.0 220.7 210.82 2.00 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 2.13 0.000 0.00 20.0 221.7 210.57 2.25 0 0 0.000 0.000 0 40 0.000 0 40 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 2.225 0.000 0.00 21.0 222.7 210.62 2.20 0 0 0.000 0.000 0 40 0.000 0 40 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 2.20 0.000 0.00 22.0 223.7 210.62 2.20 0 0 0.000 0.000 0 40 0.000 0 40 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Back Eddy 1.0 2.08 0.000 0.00 23.0 224.7 210.87 1.95 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 1.90 0.000 0.00 24.0 225.7 210.97 1.85 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 1.775 0.000 0.00 25 226.7 211.12 1.70 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 1.5 0.000 0.00 26 227.7 211.52 1.30 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 0.65 0.000 0.00 27 228.7 212.82 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 1.2 0 0.000 0.00 27.3 229.9 212.82 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -27.3 0 0.000 0.00 28.2 202.6 214.46 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
206.8 217.34 0 3.5 STAPLES REACH FLOW NOTES
JUNE 5, 2001
Qcalibration- 24.1 cfs Project: Saugus River IFIM
Transect No. T-1, RF-1 Target Flow =
Flow Meter No. : Staff Gage: Right Bank Meter Info (Eq) Slope: 2.188 Staff Gage: Left Bank 5 1/4 Y int'cpt (b): 0.043 Water Surface El. = 214.16 Date: 06/05/01 Start Time: 11:08 End time: 11:35 Flow Metering: M. Wamser Notes: l. Christiano Factor to Correct Velocities: 1
3.3ft Eow | for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 217.02
0.8 204.4 215.61 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 3.2 0.05 0.000 0.00 4.0 207.6 214.06 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.30 0.087 0.03 5.0 208.6 213.66 0.50 3 50 0.060 0.174 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.174 0 0 0 1.0 0.60 0.174 0.10 6.0 209.6 213.46 0.70 3 50 0.060 0.174 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.174 0 0 0 1.0 0.55 0.230 0.13 7.0 210.6 213.76 0.40 4 36 0.111 0.286 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.286 0 0 0 On Top of Rock 1.0 0.75 0.503 0.38 8.0 211.6 213.06 1.10 13 42 0.310 0.720 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.720 0 0 0 1.0 1.15 0.498 0.57 9.0 212.6 212.96 1.20 5 47 0.106 0.276 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.276 0 0 0 1.0 1.28 0.273 0.35 10.0 213.6 212.81 1.35 5 48 0.104 0.271 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.271 0 0 0 1.0 1.43 0.395 0.56 11.0 214.6 212.66 1.50 10 46 0.217 0.519 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.519 0 0 0 1.0 1.55 0.372 0.58 12.0 215.6 212.56 1.60 4 48 0.083 0.225 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.225 0 0 0 Behind Boulder 1.0 1.65 0.618 1.02 13.0 216.6 212.46 1.70 19 43 0.442 1.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.010 0 0 0 1.0 1.75 0.770 1.35 14.0 217.6 212.36 1.80 10 45 0.222 0.529 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.529 0 0 0 1.0 1.90 0.793 1.51 15.0 218.6 212.16 2.00 19 41 0.463 1.057 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.057 0 0 0 1.0 2.00 1.190 2.38 16.0 219.6 212.16 2.00 24 41 0.585 1.324 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.324 0 0 0 1.0 1.90 1.377 2.62 17.0 220.6 212.36 1.80 26 41 0.634 1.431 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.431 0 0 0 0.5 1.65 2.022 1.67 17.5 221.1 212.66 1.50 47 40 1.175 2.614 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.614 0 0 0 0.5 1.53 2.696 2.06 18.0 221.6 212.61 1.55 50 40 1.250 2.778 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.778 0 0 0 0.5 1.48 2.505 1.85 18.5 222.1 212.76 1.40 40 40 1.000 2.231 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.231 0 0 0 0.5 1.40 2.122 1.49 19.0 222.6 212.76 1.40 36 40 0.900 2.012 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.012 0 0 0 0.5 1.35 2.362 1.59 19.5 223.1 212.86 1.30 50 41 1.220 2.711 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.711 0 0 0 0.5 1.38 1.682 1.16 20.0 223.6 212.71 1.45 12 43 0.279 0.654 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.654 0 0 0 Behind large Boulder 0.5 1.38 0.857 0.59 20.5 224.1 212.86 1.30 20 43 0.465 1.061 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.061 0 0 0 Behind large Boulder 0.5 0.95 1.673 0.79 21.0 224.6 213.56 0.60 41 40 1.025 2.286 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.286 0 0 0 Behind Rock 1.0 0.75 1.793 1.35 22.0 225.6 213.26 0.90 23 40 0.575 1.301 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.301 0 0 0 1.0 0.85 0.992 0.84 23.0 226.6 213.36 0.80 12 41 0.293 0.683 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.683 0 0 0 1.0 0.63 0.342 0.21 24.0 227.6 213.71 0.45 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.6 0.225 0.000 0.00 24.6 228.2 214.16 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 3.4 0 0.000 0.00 28 231.6 215.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off
236.0 217.7 25.16 Project: Saugus River IFIM 20.8385 Transect No. T-2 Target Flow =
Flow Meter No. : Electronic Meter Staff Gage: 0.41 Right Bank Meter Info (Eq) Slope: Staff Gage: 0.415 Left Bank Y int'cpt (b): Water Surface El. = 214.06 Date: 6/5/01 Start Time: 11:04 End time: 11:32 Flow Metering: K. Smith Notes: K. Smith Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 216.54
1.0 203.7 214.98 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 1.0 0.00 0.000 0.00 2.0 204.7 214.06 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.00 0.000 0.00 3.0 205.7 214.06 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.00 0.000 0.00 4.0 206.7 214.06 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 0.5 0.83 0.085 0.04 4.5 207.2 212.41 1.65 0 0 0.000 0.170 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.170 0 0 0 1.0 1.63 0.330 0.54 5.5 208.2 212.46 1.60 0 0 0.000 0.490 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.490 0 0 0 0.5 1.65 0.555 0.46 6.0 208.7 212.36 1.70 0 0 0.000 0.620 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.620 0 0 0 0.5 1.65 0.740 0.61 6.5 209.2 212.46 1.60 0 0 0.000 0.860 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.860 0 0 0 0.5 1.58 0.885 0.70 7.0 209.7 212.51 1.55 0 0 0.000 0.910 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.910 0 0 0 0.5 1.83 0.755 0.69 7.5 210.2 211.96 2.10 0 0 0.000 0.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.600 0 0 0 0.5 2.08 0.615 0.64 8.0 210.7 212.01 2.05 0 0 0.000 0.630 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.630 0 0 0 0.5 2.08 0.620 0.64 8.5 211.2 211.96 2.10 0 0 0.000 0.610 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.610 0 0 0 0.5 2.10 0.665 0.70 9.0 211.7 211.96 2.10 0 0 0.000 0.720 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.720 0 0 0 0.5 2.15 0.760 0.82 9.5 212.2 211.86 2.20 0 0 0.000 0.800 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.800 0 0 0 0.5 2.20 0.825 0.91 10.0 212.7 211.86 2.20 0 0 0.000 0.850 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.850 0 0 0 0.5 2.05 0.875 0.90 10.5 213.2 212.16 1.90 0 0 0.000 0.900 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.900 0 0 0 EOW 0.5 1.85 0.895 0.83 11.0 213.7 212.26 1.80 0 0 0.000 0.890 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.890 0 0 0 0.5 1.90 0.955 0.91 11.5 214.2 212.06 2.00 0 0 0.000 1.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.020 0 0 0 0.5 1.85 1.015 0.94 12.0 214.7 212.36 1.70 0 0 0.000 1.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.010 0 0 0 0.5 1.70 1.090 0.93 12.5 215.2 212.36 1.70 0 0 0.000 1.170 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.170 0 0 0 0.5 1.65 1.200 0.99 13.0 215.7 212.46 1.60 0 0 0.000 1.230 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.230 0 0 0 0.5 1.60 1.225 0.98 13.5 216.2 212.46 1.60 0 0 0.000 1.220 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.220 0 0 0 0.5 1.6 1.160 0.93 14.0 216.7 212.46 1.60 0 0 0.000 1.100 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.100 0 0 0 0.5 1.63 1.030 0.84 14.5 217.2 212.41 1.65 0 0 0.000 0.960 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.960 0 0 0 0.5 1.63 1.040 0.85 15.0 217.7 212.46 1.60 0 0 0.000 1.120 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.120 0 0 0 0.5 1.55 1.065 0.83 15.5 218.2 212.56 1.50 0 0 0.000 1.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.010 0 0 0 0.5 1.5 1.010 0.76 16 218.7 212.56 1.50 0 0 0.000 1.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.010 0 0 0 0.5 1.5 1.020 0.77 16.5 219.2 212.56 1.50 0 0 0.000 1.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.030 0 0 0 0.5 1.475 0.950 0.70 17 219.7 212.61 1.45 0 0 0.000 0.870 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.870 0 0 0 0.5 1.375 0.815 0.56 17.5 220.2 212.76 1.30 0 0 0.000 0.760 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.760 0 0 0 0.5 1.35 0.735 0.50 18 220.7 212.66 1.40 0 0 0.000 0.710 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.710 0 0 0 0.5 1.4 0.610 0.43 18.5 221.2 212.66 1.40 0 0 0.000 0.510 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.510 0 0 0 0.5 1.4 0.370 0.26 19 221.7 212.66 1.40 0 0 0.000 0.230 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.230 0 0 0 0.5 1.4 0.160 0.11 19.5 222.2 212.66 1.40 0 0 0.000 0.090 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.090 0 0 0 0.5 1.35 0.065 0.04 20 222.7 212.76 1.30 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 0 0 0 0.5 1.225 0.065 0.04 20.5 223.2 213.01 1.05 0 0 0.000 0.090 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.090 0 0 0 0.5 1.025 0.060 0.03 21 223.7 213.06 1.00 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 0 0 0 1 0.95 0.015 0.01 22 224.7 213.16 0.90 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.7 0.45 0.000 0.00 22.7 225.4 214.06 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 0.3 0 0.000 0.00 23 225.7 214.06 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.8 0 0.000 0.00 23.8 226.5 214.64 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Project: Saugus River IFIM
Transect No. T-4 Target Flow =
Flow Meter No. : MM Staff Gage: 0.71 Right Bank Meter Info (Eq) Slope: Staff Gage: 0.71 Left Bank Y int'cpt (b): Water Surface El. = 213.55 Date: 6/5/01 Start Time: 23:40 End time: 12:12 Flow Metering: K. Smith Notes: K. Smith Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 215.69
32.7 205.0 214.83 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off -0.1 0.00 0.000 0.00 32.6 205.1 213.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1.6 0.00 0.000 0.00 31.0 206.7 213.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW -1.0 0.90 0.290 -0.26 30.0 207.7 211.75 1.80 0 0 0.000 0.580 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.580 0 0 0 -0.5 1.85 0.865 -0.80 29.5 208.2 211.65 1.90 0 0 0.000 1.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.150 0 0 0 -0.5 1.80 0.930 -0.84 29.0 208.7 211.85 1.70 0 0 0.000 0.710 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.710 0 0 0 -1.0 1.65 1.080 -1.78 28.0 209.7 211.95 1.60 0 0 0.000 1.450 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.450 0 0 0 -0.5 1.55 1.475 -1.14 27.5 210.2 212.05 1.50 0 0 0.000 1.500 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.500 0 0 0 -0.5 1.45 1.350 -0.98 27.0 210.7 212.15 1.40 0 0 0.000 1.200 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.200 0 0 0 -1.0 1.30 1.305 -1.70 26.0 211.7 212.35 1.20 0 0 0.000 1.410 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.410 0 0 0 -1.0 1.05 1.535 -1.61 25.0 212.7 212.65 0.90 0 0 0.000 1.660 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.660 0 0 0 -1.0 0.80 1.680 -1.34 24.0 213.7 212.85 0.70 0 0 0.000 1.700 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.700 0 0 0 -1.0 0.65 1.755 -1.14 23.0 214.7 212.95 0.60 0 0 0.000 1.810 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.810 0 0 0 -1.0 0.60 1.750 -1.05 22.0 215.7 212.95 0.60 0 0 0.000 1.690 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.690 0 0 0 -0.5 0.60 1.660 -0.50 21.5 216.2 212.95 0.60 0 0 0.000 1.630 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.630 0 0 0 -0.5 0.60 1.700 -0.51 21.0 216.7 212.95 0.60 0 0 0.000 1.770 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.770 0 0 0 -0.5 0.55 1.815 -0.50 20.5 217.2 213.05 0.50 0 0 0.000 1.860 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.860 0 0 0 Tie-Off -0.5 0.50 1.820 -0.46 20.0 217.7 213.05 0.50 0 0 0.000 1.780 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.780 0 0 0 -0.5 0.45 1.800 -0.41 19.5 218.2 213.15 0.40 0 0 0.000 1.820 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.820 0 0 0 -0.5 0.45 1.745 -0.39 19.0 218.7 213.05 0.50 0 0 0.000 1.670 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.670 0 0 0 -0.5 0.50 1.740 -0.44 18.5 219.2 213.05 0.50 0 0 0.000 1.810 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.810 0 0 0 -0.5 0.45 1.790 -0.40 18.0 219.7 213.15 0.40 0 0 0.000 1.770 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.770 0 0 0 -0.5 0.4 1.825 -0.37 17.5 220.2 213.15 0.40 0 0 0.000 1.880 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.880 0 0 0 -0.5 0.40 1.800 -0.36 17.0 220.7 213.15 0.40 0 0 0.000 1.720 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.720 0 0 0 -0.5 0.40 1.805 -0.36 16.5 221.2 213.15 0.40 0 0 0.000 1.890 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.890 0 0 0 -0.5 0.40 1.830 -0.37 16.0 221.7 213.15 0.40 0 0 0.000 1.770 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.770 0 0 0 -0.5 0.45 1.790 -0.40 15.5 222.2 213.05 0.50 0 0 0.000 1.810 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.810 0 0 0 -0.5 0.5 1.890 -0.47 15 222.7 213.05 0.50 0 0 0.000 1.970 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.970 0 0 0 -0.5 0.45 1.895 -0.43 14.5 223.2 213.15 0.40 0 0 0.000 1.820 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.820 0 0 0 -0.5 0.45 1.815 -0.41 14 223.7 213.05 0.50 0 0 0.000 1.810 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.810 0 0 0 -0.5 0.5 1.795 -0.45 13.5 224.2 213.05 0.50 0 0 0.000 1.780 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.780 0 0 0 -0.5 0.5 1.785 -0.45 13 224.7 213.05 0.50 0 0 0.000 1.790 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.790 0 0 0 -0.5 0.5 1.835 -0.46 12.5 225.2 213.05 0.50 0 0 0.000 1.880 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.880 0 0 0 -0.5 0.5 1.790 -0.45 12 225.7 213.05 0.50 0 0 0.000 1.700 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.700 0 0 0 -1 0.55 1.590 -0.87 11 226.7 212.95 0.60 0 0 0.000 1.480 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.480 0 0 0 -1 0.55 1.420 -0.78 10 227.7 212.95 0.60 0 0 0.000 1.360 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.360 0 0 0 -1 0.6 1.060 -0.64 9 228.7 212.95 0.60 0 0 0.000 0.760 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.760 0 0 0 -1 0.625 0.615 -0.38 8 229.7 212.9 0.65 0 0 0.000 0.470 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.470 0 0 0 -1 0.475 0.380 -0.18 7 230.7 213.25 0.30 0 0 0.000 0.290 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.290 0 0 0 -1 0.3 0.185 -0.06 6 231.7 213.25 0.30 0 0 0.000 0.080 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.080 0 0 0 -1 0.3 0.040 -0.01 5 232.7 213.25 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW -1 0.15 0.000 0.00 4 233.7 213.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 3 234.7 213.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 2 235.7 213.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 1 236.7 213.55 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 -1 0 0.000 0.00 0 237.7 215.66 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off Project: Saugus River IFIM
Transect No. T-5 Target Flow =
Flow Meter No. : Staff Gage: Right Bank 26.34 Meter Info (Eq) Slope: 2.188 Staff Gage: Left Bank 59" Y int'cpt (b): 0.043 Water Surface El. = 213.47 Date: 6/5/01 Start Time: 11:52 End time: 12:45 Flow Metering: M. Wamser Notes: L. Christiano Factor to Correct Velocities: 1 3.6=EOW | for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 216.17
3.0 204.7 214.50 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 1.0 0.30 0.000 0.00 4.0 205.7 212.87 0.60 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.75 0.000 0.00 5.0 206.7 212.57 0.90 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 0.75 0.000 0.00 6.0 207.7 212.87 0.60 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 On Top of Rock 1.0 1.05 0.000 0.00 7.0 208.7 211.97 1.50 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 1.55 0.000 0.00 8.0 209.7 211.87 1.60 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 1.75 0.000 0.00 9.0 210.7 211.57 1.90 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 1.90 0.184 0.35 10.0 211.7 211.57 1.90 7 47 0.149 0.369 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.369 0 0 0 1.0 1.95 0.644 1.25 11.0 212.7 211.47 2.00 16 40 0.400 0.918 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.918 0 0 0 1.0 2.05 1.174 2.41 12.0 213.7 211.37 2.10 0 0 0.000 0.000 26 41 0.634 26 41 0.634 1.431 1.431 1.431 1.00 1.431 0 0 0 1.0 2.18 1.524 3.31 13.0 214.7 211.22 2.25 0 0 0.000 0.000 27 41 0.659 32 41 0.780 1.484 1.751 1.617 1.00 1.617 0 0 0 0.5 2.23 1.602 1.78 13.5 215.2 211.27 2.20 0 0 0.000 0.000 25 40 0.625 33 42 0.786 1.411 1.762 1.586 1.00 1.586 0 0 0 0.5 2.23 1.575 1.75 14.0 215.7 211.22 2.25 0 0 0.000 0.000 25 43 0.581 34 42 0.810 1.315 1.814 1.565 1.00 1.565 0 0 0 0.5 2.28 1.508 1.72 14.5 216.2 211.17 2.30 0 0 0.000 0.000 20 41 0.488 32 40 0.800 1.110 1.793 1.452 1.00 1.452 0 0 0 0.5 2.30 1.466 1.69 15.0 216.7 211.17 2.30 0 0 0.000 0.000 21 40 0.525 30 38 0.789 1.192 1.770 1.481 1.00 1.481 0 0 0 0.5 2.30 1.426 1.64 15.5 217.2 211.17 2.30 0 0 0.000 0.000 19 41 0.463 30 40 0.750 1.057 1.684 1.370 1.00 1.370 0 0 0 0.5 2.30 1.377 1.58 16.0 217.7 211.17 2.30 0 0 0.000 0.000 19 40 0.475 30 40 0.750 1.082 1.684 1.383 1.00 1.383 0 0 0 0.5 2.30 1.338 1.54 16.5 218.2 211.17 2.30 0 0 0.000 0.000 19 40 0.475 28 42 0.667 1.082 1.502 1.292 1.00 1.292 0 0 0 0.5 2.30 1.248 1.43 17.0 218.7 211.17 2.30 0 0 0.000 0.000 19 40 0.475 24 41 0.585 1.082 1.324 1.203 1.00 1.203 0 0 0 1.0 2.40 1.014 2.43 18.0 219.7 210.97 2.50 0 0 0.000 0.000 11 40 0.275 18 41 0.439 0.645 1.004 0.824 1.00 0.824 0 0 0 1.0 2.58 0.717 1.85 19.0 220.7 210.82 2.65 0 0 0.000 0.000 10 41 0.244 11 40 0.275 0.577 0.645 0.611 1.00 0.611 0 0 0 1.0 2.73 0.441 1.20 20.0 221.7 210.67 2.80 0 0 0.000 0.000 3 41 0.073 6 44 0.136 0.203 0.341 0.272 1.00 0.272 0 0 0 1 2.9 0.136 0.39 21.0 222.7 210.47 3.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 2.95 0.000 0.00 22.0 223.7 210.57 2.90 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Back Eddy 1.0 2.85 0.000 0.00 23.0 224.7 210.67 2.80 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1.0 2.65 0.000 0.00 24.0 225.7 210.97 2.50 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 2.45 0.000 0.00 25 226.7 211.07 2.40 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 2.15 0.000 0.00 26 227.7 211.57 1.90 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 1 1.65 0.000 0.00 27 228.7 212.07 1.40 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.3 0.7 0.000 0.00 27.3 229.0 213.47 0.00 1.00 0.000 EOW 0.9 0.000 0.00 28.2 229.9 214.46 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
234.1 217.34 0 26.3375 DIVERSION DAM FLOW NOTES
JUNE 6, 2001
Qcalibration- 8.2 cfs Project: Saugus River IFIM Diversion Dam Reach 6.826625 Transect No. T1-RN-1 Target Flow =
Flow Meter No. : model 2000 Electronic Staff Gage: 0.25 Right Bank Meter Info (Eq) Slope: Staff Gage: 0.25 Left Bank Y int'cpt (b): Water Surface El. = 92.15 Date: 6/6/01 Start Time: 7:40 AM End time: 8:15 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 95
0.0 204.0 92.87 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 0.5 204.5 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 1.0 205.0 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 1.5 205.5 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 2.0 206.0 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water 0.5 0.13 0.140 0.01 2.5 206.5 91.90 0.25 0 0 0.000 0.280 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.280 0 0 0 0.5 0.45 0.355 0.08 3.0 207.0 91.50 0.65 0 0 0.000 0.430 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.430 0 0 0 0.5 0.68 0.230 0.08 3.5 207.5 91.45 0.70 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 0 0 0 0.5 0.73 0.085 0.03 4.0 208.0 91.40 0.75 0 0 0.000 0.140 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.140 0 0 0 Behind Rock 0.5 0.78 0.260 0.10 4.5 208.5 91.35 0.80 0 0 0.000 0.380 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.380 0 0 0 0.5 0.80 0.360 0.14 5.0 209.0 91.35 0.80 0 0 0.000 0.340 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.340 0 0 0 0.5 0.75 0.415 0.16 5.5 209.5 91.45 0.70 0 0 0.000 0.490 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.490 0 0 0 0.5 0.75 0.580 0.22 6.0 210.0 91.35 0.80 0 0 0.000 0.670 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.670 0 0 0 0.5 0.80 0.840 0.34 6.5 210.5 91.35 0.80 0 0 0.000 1.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.010 0 0 0 0.5 0.80 1.040 0.42 7.0 211.0 91.35 0.80 0 0 0.000 1.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.070 0 0 0 0.5 0.75 1.245 0.47 7.5 211.5 91.45 0.70 0 0 0.000 1.420 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.420 0 0 0 0.5 0.73 0.710 0.26 8.0 212.0 91.40 0.75 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.85 0.000 0.00 8.5 212.5 91.20 0.95 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Behind Rock 0.5 0.98 0.210 0.10 9.0 213.0 91.15 1.00 0 0 0.000 0.420 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.420 0 0 0 Behind Rock 0.5 0.95 1.190 0.57 9.5 213.5 91.25 0.90 0 0 0.000 1.960 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.960 0 0 0 0.5 0.93 1.660 0.77 10.0 214.0 91.20 0.95 0 0 0.000 1.360 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.360 0 0 0 0.5 0.88 1.165 0.51 10.5 214.5 91.35 0.80 0 0 0.000 0.970 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.970 0 0 0 0.5 0.75 1.120 0.42 11.0 215.0 91.45 0.70 0 0 0.000 1.270 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.270 0 0 0 0.5 0.70 1.220 0.43 11.5 215.5 91.45 0.70 0 0 0.000 1.170 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.170 0 0 0 0.5 0.65 1.020 0.33 12.0 216.0 91.55 0.60 0 0 0.000 0.870 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.870 0 0 0 0.5 0.60 0.825 0.25 12.5 216.5 91.55 0.60 0 0 0.000 0.780 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.780 0 0 0 0.5 0.65 0.690 0.22 13 217.0 91.45 0.70 0 0 0.000 0.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.600 0 0 0 0.5 0.7 0.625 0.22 13.5 217.5 91.45 0.70 0 0 0.000 0.650 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.650 0 0 0 Upstream of Large Rock (smal boulder) 0.5 0.65 0.610 0.20 14 218.0 91.55 0.60 0 0 0.000 0.570 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.570 0 0 0 0.9 0.5 0.600 0.27 14.9 218.9 91.75 0.40 0 0 0.000 0.630 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.630 0 0 0 0.6 0.35 0.600 0.13 15.5 219.5 91.85 0.30 0 0 0.000 0.570 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.570 0 0 0 0.5 0.25 0.495 0.06 16 220.0 91.95 0.20 0 0 0.000 0.420 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.420 0 0 0 0.5 0.225 0.315 0.04 16.5 220.5 91.9 0.25 0 0 0.000 0.210 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.210 0 0 0 0.5 0.225 0.185 0.02 17 221.0 91.95 0.20 0 0 0.000 0.160 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.160 0 0 0 0.5 0.225 0.080 0.01 17.5 221.5 91.95 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.225 0.000 0.00 18 222.0 91.9 0.25 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.275 0.000 0.00 18.5 222.5 91.85 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.3 0.000 0.00 19 223.0 91.85 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.15 0.000 0.00 19.5 223.5 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 20 224.0 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water Right 0.5 0 0.000 0.00 20.5 224.5 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 21 225.0 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 21.5 225.5 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 22 226.0 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 22.5 226.5 92.15 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 23 227.0 92.93 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
232.0 94.75 0.62 0.651 6.83 Project: Saugus River IFIM 8.40 Transect No. T2 Target Flow =
Flow Meter No. : Model 2000 Electronic Staff Gage: 0.41 Right Bank Meter Info (Eq) Slope: Staff Gage: 0.4 Left Bank Y int'cpt (b): Water Surface El. = 91.88 Date: 6/6/01 Start Time: 8:25 AM End time: Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 97.33
0.0 209.0 93.00 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 0.5 209.5 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 1.0 210.0 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 1.5 210.5 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 2.0 211.0 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 2.5 211.5 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 3.0 212.0 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Left Bank 0.5 0.00 0.000 0.00 3.5 212.5 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water 0.2 0.08 0.350 0.01 3.7 212.7 91.73 0.15 0 0 0.000 0.700 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.700 0 0 0 1.0 0.25 0.690 0.18 4.8 213.8 91.53 0.35 0 0 0.000 0.680 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.680 0 0 0 0.3 0.33 0.855 0.07 5.0 214.0 91.58 0.30 0 0 0.000 1.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.030 0 0 0 0.5 0.30 1.000 0.15 5.5 214.5 91.58 0.30 0 0 0.000 0.970 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.970 0 0 0 0.5 0.35 1.165 0.20 6.0 215.0 91.48 0.40 0 0 0.000 1.360 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.360 0 0 0 0.5 0.40 1.215 0.24 6.5 215.5 91.48 0.40 0 0 0.000 1.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.070 0 0 0 0.5 0.45 1.165 0.26 7.0 216.0 91.38 0.50 0 0 0.000 1.260 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.260 0 0 0 0.5 0.50 1.350 0.34 7.5 216.5 91.38 0.50 0 0 0.000 1.440 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.440 0 0 0 0.5 0.58 1.100 0.32 8.0 217.0 91.23 0.65 0 0 0.000 0.760 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.760 0 0 0 0.5 0.58 0.790 0.23 8.5 217.5 91.38 0.50 0 0 0.000 0.820 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.820 0 0 0 0.5 0.45 1.080 0.24 9.0 218.0 91.48 0.40 0 0 0.000 1.340 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.340 0 0 0 0.5 0.45 1.445 0.33 9.5 218.5 91.38 0.50 0 0 0.000 1.550 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.550 0 0 0 0.5 0.53 1.295 0.34 10.0 219.0 91.33 0.55 0 0 0.000 1.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.040 0 0 0 0.5 0.50 1.370 0.34 10.5 219.5 91.43 0.45 0 0 0.000 1.700 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.700 0 0 0 0.5 0.425 1.545 0.33 11.0 220.0 91.48 0.40 0 0 0.000 1.390 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.390 0 0 0 0.5 0.38 1.325 0.25 11.5 220.5 91.53 0.35 0 0 0.000 1.260 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.260 0 0 0 0.5 0.43 1.295 0.28 12.0 221.0 91.38 0.50 0 0 0.000 1.330 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.330 0 0 0 0.5 0.50 1.395 0.35 12.5 221.5 91.38 0.50 0 0 0.000 1.460 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.460 0 0 0 0.5 0.45 1.510 0.34 13 222.0 91.48 0.40 0 0 0.000 1.560 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.560 0 0 0 0.5 0.5 1.315 0.33 13.5 222.5 91.28 0.60 0 0 0.000 1.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.070 0 0 0 0.5 0.575 0.955 0.27 14 223.0 91.33 0.55 0 0 0.000 0.840 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.840 0 0 0 0.5 0.575 0.970 0.28 14.5 223.5 91.28 0.60 0 0 0.000 1.100 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.100 0 0 0 0.5 0.575 1.180 0.34 15 224.0 91.33 0.55 0 0 0.000 1.260 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.260 0 0 0 0.5 0.575 1.205 0.35 15.5 224.5 91.28 0.60 0 0 0.000 1.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.150 0 0 0 0.5 0.45 1.375 0.31 16 225.0 91.53 0.35 0 0 0.000 1.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.600 0 0 0 0.5 0.475 1.115 0.26 16.5 225.5 91.28 0.60 0 0 0.000 0.630 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.630 0 0 0 0.5 0.625 0.315 0.10 17 226.0 91.23 0.65 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Behind Boulder 0.5 0.625 0.000 0.00 17.5 226.5 91.23 0.65 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Behind Boulder 0.5 0.7 0.000 0.00 18 227.0 91.13 0.75 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Behind Boulder 0.5 0.725 0.120 0.04 18.5 227.5 91.18 0.70 0 0 0.000 0.240 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.240 0 0 0 0.5 0.7 0.495 0.17 19 228.0 91.18 0.70 0 0 0.000 0.750 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.750 0 0 0 0.5 0.7 0.835 0.29 19.5 228.5 91.18 0.70 0 0 0.000 0.920 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.920 0 0 0 0.5 0.7 0.855 0.30 20 229.0 91.18 0.70 0 0 0.000 0.790 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.790 0 0 0 0.5 0.6 0.780 0.23 20.5 229.5 91.38 0.50 0 0 0.000 0.770 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.770 0 0 0 0.5 0.55 0.490 0.13 21 230.0 91.28 0.60 0 0 0.000 0.210 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.210 0 0 0 U.S. of Edge Sm Boulder 0.5 0.5 0.380 0.10 21.5 230.5 91.48 0.40 0 0 0.000 0.550 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.550 0 0 0 U.S. of Edge Sm Boulder 0.5 0.425 0.405 0.09 22 231.0 91.43 0.45 0 0 0.000 0.260 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.260 0 0 0 0.5 0.3 0.130 0.02 22.5 231.5 91.73 0.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.125 0.000 0.00 23 232.0 91.78 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.05 0.000 0.00 23.5 232.5 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water Right Bank 0.5 0 0.000 0.00 24 233.0 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 24.5 233.5 91.88 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 25 234.0 92.61 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
239.72 94.75 8.400394 Project: Saugus River IFIM 8.96 Transect No. T4, RF-2 Target Flow =
Flow Meter No. : Staff Gage: 0.35 Meter Info (Eq) Slope: Staff Gage: 0.35 Y int'cpt (b): Water Surface El. = 91.45 Date: Start Time: 9:05 AM End time: 9:30 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200
1.0 204.7 91.45 0.00 0 40 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 7.0 0.13 0.005 0.00 8.0 211.7 91.20 0.25 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 0 0 0 0.5 0.38 0.005 0.00 8.5 212.2 90.95 0.50 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 D.S. of Cobbles 0.5 0.50 0.000 0.00 9.0 212.7 90.95 0.50 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 D.S. of Cobbles 0.5 0.55 0.000 0.00 9.5 213.2 90.85 0.60 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 D.S. of Cobbles 0.5 0.55 0.000 0.00 10.0 213.7 90.95 0.50 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.60 0.000 0.00 10.5 214.2 90.75 0.70 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 D.S. of Cobbles 0.5 0.75 0.090 0.03 11.0 214.7 90.65 0.80 0 0 0.000 0.180 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.180 0 0 0 D.S. of Cobbles 0.5 0.80 0.455 0.18 11.5 215.2 90.65 0.80 0 0 0.000 0.730 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.730 0 0 0 D.S. of Cobbles 0.5 0.75 0.860 0.32 12.0 215.7 90.75 0.70 0 0 0.000 0.990 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.990 0 0 0 0.5 0.70 1.215 0.43 12.5 216.2 90.75 0.70 0 0 0.000 1.440 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.440 0 0 0 0.5 0.55 1.520 0.42 13.0 216.7 91.05 0.40 0 0 0.000 1.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.600 0 0 0 On a Large Cobble 0.5 0.40 2.020 0.40 13.5 217.2 91.05 0.40 0 0 0.000 2.440 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.440 0 0 0 0.5 0.45 2.585 0.58 14.0 217.7 90.95 0.50 0 0 0.000 2.730 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.730 0 0 0 0.5 0.55 2.405 0.66 14.5 218.2 90.85 0.60 0 0 0.000 2.080 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.080 0 0 0 0.5 0.60 2.265 0.68 15.0 218.7 90.85 0.60 0 0 0.000 2.450 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.450 0 0 0 0.5 0.55 2.375 0.65 15.5 219.2 90.95 0.50 0 0 0.000 2.300 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.300 0 0 0 0.5 0.55 2.335 0.64 16.0 219.7 90.85 0.60 0 0 0.000 2.370 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.370 0 0 0 0.5 0.55 2.315 0.64 16.5 220.2 90.95 0.50 0 0 0.000 2.260 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.260 0 0 0 0.5 0.65 2.005 0.65 17.0 220.7 90.65 0.80 0 0 0.000 1.750 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.750 0 0 0 0.5 0.70 1.530 0.54 17.5 221.2 90.85 0.60 0 0 0.000 1.310 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.310 0 0 0 0.5 0.60 1.280 0.38 18.0 221.7 90.85 0.60 0 0 0.000 1.250 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.250 0 0 0 0.5 0.55 1.205 0.33 18.5 222.2 90.95 0.50 0 0 0.000 1.160 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.160 0 0 0 0.5 0.50 1.290 0.32 19.0 222.7 90.95 0.50 0 0 0.000 1.420 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.420 0 0 0 0.5 0.55 1.155 0.32 19.5 223.2 90.85 0.60 0 0 0.000 0.890 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.890 0 0 0 0.5 0.55 0.895 0.25 20.0 223.7 90.95 0.50 0 0 0.000 0.900 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.900 0 0 0 0.5 0.5 0.835 0.21 20.5 224.2 90.95 0.50 0 0 0.000 0.770 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.770 0 0 0 0.5 0.45 0.610 0.14 21 224.7 91.05 0.40 0 0 0.000 0.450 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.450 0 0 0 D.S. of Brush 0.5 0.4 0.365 0.07 21.5 225.2 91.05 0.40 0 0 0.000 0.280 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.280 0 0 0 D.S. of Brush 0.5 0.4 0.195 0.04 22 225.7 91.05 0.40 0 0 0.000 0.110 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.110 0 0 0 D.S. of Brush 0.5 0.4 0.115 0.02 22.5 226.2 91.05 0.40 0 0 0.000 0.120 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.120 0 0 0 D.S. of Brush 0.5 0.4 0.120 0.02 23 226.7 91.05 0.40 0 0 0.000 0.120 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.120 0 0 0 0.5 0.35 0.115 0.02 23.5 227.2 91.15 0.30 0 0 0.000 0.110 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.110 0 0 0 0.5 0.15 0.055 0.00 24 227.7 91.45 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water Right Bank 2.66 0 0.000 0.00 26.66 230.3 91.45 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
30.3 230.3 92.64 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
237.5 94.34 8.963188 Project: Saugus River IFIM 7.44 Transect No. T6, Rn-2 Target Flow = at LWSC Div Flow Meter No. : Staff Gage: 0.33 Meter Info (Eq) Slope: Staff Gage: 0.32 Y int'cpt (b): Water Surface El. = 91.04 Date: 6/6/01 Start Time: End time: Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 96
0.4 205.0 94.50 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 L. Bank 0.6 0.00 0.000 0.00 1.0 205.6 91.04 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water 7.0 0.23 0.000 0.00 8.0 212.6 90.59 0.45 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.53 0.030 0.01 8.5 213.1 90.44 0.60 0 0 0.000 0.060 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.060 0 0 0 0.5 0.65 0.085 0.03 9.0 213.6 90.34 0.70 0 0 0.000 0.110 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.110 0 0 0 0.5 0.78 0.160 0.06 9.5 214.1 90.19 0.85 0 0 0.000 0.210 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.210 0 0 0 U. S. of Boulder 0.5 0.90 0.250 0.11 10.0 214.6 90.09 0.95 0 0 0.000 0.290 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.290 0 0 0 U. S. of Boulder 0.5 1.03 0.335 0.17 10.5 215.1 89.94 1.10 0 0 0.000 0.380 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.380 0 0 0 U. S. of Boulder 0.5 1.13 0.455 0.26 11.0 215.6 89.89 1.15 0 0 0.000 0.530 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.530 0 0 0 0.5 1.23 0.580 0.36 11.5 216.1 89.74 1.30 0 0 0.000 0.630 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.630 0 0 0 0.5 1.40 0.690 0.48 12.0 216.6 89.54 1.50 0 0 0.000 0.750 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.750 0 0 0 0.5 1.53 0.825 0.63 12.5 217.1 89.49 1.55 0 0 0.000 0.900 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.900 0 0 0 0.5 1.63 0.895 0.73 13.0 217.6 89.34 1.70 0 0 0.000 0.890 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.890 0 0 0 0.5 1.73 0.960 0.83 13.5 218.1 89.29 1.75 0 0 0.000 1.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.030 0 0 0 0.5 1.83 0.950 0.87 14.0 218.6 89.14 1.90 0 0 0.000 0.870 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.870 0 0 0 0.5 1.95 0.760 0.74 14.5 219.1 89.04 2.00 0 0 0.000 0.650 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.650 0 0 0 0.5 2.10 0.565 0.59 15.0 219.6 88.84 2.20 0 0 0.000 0.000 0 0 0.000 0 0 0.410 0.550 0.410 0.480 1.00 0.480 0 0 0 0.5 2.15 0.418 0.45 15.5 220.1 88.94 2.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.370 0.340 0.355 1.00 0.355 0 0 0 0.5 2.05 0.333 0.34 16.0 220.6 89.04 2.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.310 0.310 0.310 1.00 0.310 0 0 0 0.5 1.95 0.240 0.23 16.5 221.1 89.14 1.90 0 0 0.000 0.170 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.170 0 0 0 0.5 1.85 0.170 0.16 17.0 221.6 89.24 1.80 0 0 0.000 0.170 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.170 0 0 0 0.5 1.80 0.165 0.15 17.5 222.1 89.24 1.80 0 0 0.000 0.160 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.160 0 0 0 0.5 1.8 0.115 0.10 18.0 222.6 89.24 1.80 0 0 0.000 0.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.070 0 0 0 0.5 1.70 0.050 0.04 18.5 223.1 89.44 1.60 0 0 0.000 0.030 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.030 0 0 0 0.5 1.53 0.025 0.02 19.0 223.6 89.59 1.45 0 0 0.000 0.020 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.020 0 0 0 0.5 1.38 0.045 0.03 19.5 224.1 89.74 1.30 0 0 0.000 0.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.070 0 0 0 0.5 1.25 0.040 0.03 20 224.6 89.84 1.20 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 0 0 0 0.5 1.15 0.010 0.01 20.5 225.1 89.94 1.10 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 0 0 0 0.5 0.975 0.025 0.01 21 225.6 90.19 0.85 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 0 0 0 0.4 0.75 0.025 0.01 21.4 226.0 90.39 0.65 0 0 0.000 0.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.010 0 0 0 0.6 0.325 0.005 0.00 22 226.6 91.04 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water 0.5 0 0.000 0.00 22.5 227.1 91.04 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 23 227.6 94.69 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 R. Bank Tie-Off
232.1 96.65 7.438038 Project: Saugus River IFIM 9.259938 Transect No. T8, RF-3 Target Flow =
Flow Meter No. : Staff Gage: 0.16 Meter Info (Eq) Slope: Staff Gage: 0.155 Y int'cpt (b): Water Surface El. = 90.53 Date: 6/6/01 Start Time: 10:20 End time: 10:35 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 94.91
0.0 204.3 92.79 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Boulder Start 5.0 0.5 0.00 0.000 0.00 0.5 204.8 90.53 0.00 0 0 0.5 0.00 1.0 205.3 90.53 0.00 0 0 0.5 0.00 1.5 205.8 90.53 0.00 0 0 0.5 0.00 2.0 206.3 90.53 0.00 0 0 0.5 0.00 2.5 206.8 90.53 0.00 0 0 0.5 0.00 3.0 207.3 90.53 0.00 0 0 0.5 0.00 3.5 207.8 90.53 0.00 0 0 0.5 0.00 4.0 208.3 90.53 0.00 0 0 0.5 4.5 208.8 90.53 0.00 0 0 0.5 5.0 209.3 90.53 0.00 0 0 0.5 5.5 209.8 90.53 0.00 0 0 0.5 6.0 210.3 90.53 0.00 0 0 0.5 6.5 210.8 90.53 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water 0.5 0.20 0.675 0.07 7.0 211.3 90.13 0.40 0 0 0.000 1.350 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.350 0 0 0 0.5 0.35 1.005 0.18 7.5 211.8 90.23 0.30 0 0 0.000 0.660 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.660 0 0 0 0.5 0.33 0.445 0.07 8.0 212.3 90.18 0.35 0 0 0.000 0.230 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.230 0 0 0 0.5 0.43 0.370 0.08 8.5 212.8 90.03 0.50 0 0 0.000 0.510 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.510 0 0 0 0.5 0.45 0.645 0.15 D.S. of S.G. 9.0 213.3 90.13 0.40 0 0 0.000 0.780 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.780 0 0 0 0.5 0.50 0.860 0.22 9.5 213.8 89.93 0.60 0 0 0.000 0.940 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.940 0 0 0 0.5 0.65 0.990 0.32 10.0 214.3 89.83 0.70 0 0 0.000 1.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.040 0 0 0 0.5 0.68 1.190 0.40 10.5 214.8 89.88 0.65 0 0 0.000 1.340 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.340 0 0 0 0.5 0.63 1.470 0.46 11.0 215.3 89.93 0.60 0 0 0.000 1.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.600 0 0 0 0.5 0.65 1.915 0.62 11.5 215.8 89.83 0.70 0 0 0.000 2.230 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.230 0 0 0 0.5 0.70 2.310 0.81 12.0 216.3 89.83 0.70 0 0 0.000 2.390 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.390 0 0 0 0.5 0.70 2.815 0.99 12.5 216.8 89.83 0.70 0 0 0.000 3.240 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.240 0 0 0 0.5 0.80 3.070 1.23 13.0 217.3 89.63 0.90 0 0 0.000 2.900 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.900 0 0 0 0.5 0.90 2.250 1.01 13.5 217.8 89.63 0.90 0 0 0.000 1.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.600 0 0 0 0.5 0.85 1.440 0.61 14.0 218.3 89.73 0.80 0 0 0.000 1.280 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.280 0 0 0 0.5 0.73 1.190 0.43 14.5 218.8 89.88 0.65 0 0 0.000 1.100 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.100 0 0 0 0.5 0.65 0.915 0.30 15.0 219.3 89.88 0.65 0 0 0.000 0.730 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.730 0 0 0 0.5 0.73 0.790 0.29 15.5 219.8 89.73 0.80 0 0 0.000 0.850 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.850 0 0 0 0.5 0.75 0.830 0.31 16.0 220.3 89.83 0.70 0 0 0.000 0.810 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.810 0 0 0 0.5 0.65 0.730 0.24 16.5 220.8 89.93 0.60 0 0 0.000 0.650 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.650 0 0 0 0.5 0.575 0.630 0.18 17.0 221.3 89.98 0.55 0 0 0.000 0.610 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.610 0 0 0 0.5 0.50 0.640 0.16 17.5 221.8 90.08 0.45 0 0 0.000 0.670 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.670 0 0 0 0.5 0.38 0.600 0.11 18.0 222.3 90.23 0.30 0 0 0.000 0.530 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.530 0 0 0 0.5 0.25 0.285 0.04 18.5 222.8 90.33 0.20 0 0 0.000 0.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.040 0 0 0 0.5 0.125 0.020 0.00 19 223.3 90.48 0.05 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.025 0.000 0.00 19.5 223.8 90.53 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 20 224.3 90.53 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 20.5 224.8 90.53 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 21 225.3 90.53 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 21.5 225.8 90.53 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 22 226.3 90.48 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 R. Bank Tie-Off
230.1 93.07 9.259938 DIVERSION DAM FLOW NOTES
JUNE 5, 2001
Qcalibration- 28.0 cfs Project: Saugus River IFIM 27.86516 Transect No. T1, RN-1 Target Flow = 15 cfs
Flow Meter No. : Model 2000 Electronic Staff Gage:.16 Above TopRight Bank Meter Info (Eq) Slope: Staff Gage: 0.16 Left Bank Y int'cpt (b): Water Surface El. = 92.75 Date: 6/5/01 Start Time: 7:50 AM End time: 8:20 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1.04
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. In-field v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 95.00 sht 130
204.0 92.87 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 Tie-Off, sht 129 0.5 0.00 0.000 0.00 0.5 204.5 92.75 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 0.5 0.00 0.000 0.00 1.0 205.0 92.75 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 Edge Wate 0.5 0.08 0.177 0.01 1.5 205.5 92.60 0.15 0 0 0.000 0.340 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.354 0 0 0 0.5 0.25 0.478 0.06 2.0 206.0 92.40 0.35 0 0 0.000 0.580 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.603 0 0 0 0.5 0.63 0.634 0.20 2.5 206.5 91.85 0.90 0 0 0.000 0.640 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.666 0 0 0 0.5 1.00 0.801 0.40 3.0 207.0 91.65 1.10 0 0 0.000 0.900 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.936 0 0 0 0.5 1.13 0.468 0.26 3.5 207.5 91.60 1.15 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 Behind a Boulder 0.5 1.18 0.172 0.10 4.0 208.0 91.55 1.20 0 0 0.000 0.330 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.343 0 0 0 0.5 1.20 1.004 0.60 4.5 208.5 91.55 1.20 0 0 0.000 1.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.664 0 0 0 0.5 1.25 1.342 0.84 5.0 209.0 91.45 1.30 0 0 0.000 0.980 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.019 0 0 0 0.5 1.30 1.196 0.78 5.5 209.5 91.45 1.30 0 0 0.000 1.320 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.373 0 0 0 0.5 1.30 1.617 1.05 6.0 210.0 91.45 1.30 0 0 0.000 1.790 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.862 0 0 0 0.5 1.25 2.049 1.28 6.5 210.5 91.55 1.20 0 0 0.000 2.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 2.236 0 0 0 0.5 1.30 2.054 1.34 7.0 211.0 91.35 1.40 0 0 0.000 1.800 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.872 0 0 0 0.5 1.28 2.101 1.34 7.5 211.5 91.60 1.15 0 0 0.000 2.240 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 2.330 0 0 0 0.5 1.23 2.236 1.37 8.0 212.0 91.45 1.30 0 0 0.000 2.060 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 2.142 0 0 0 0.5 1.30 2.356 1.53 8.5 212.5 91.45 1.30 0 0 0.000 2.470 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 2.569 0 0 0 0.5 1.38 2.605 1.79 9.0 213.0 91.30 1.45 0 0 0.000 2.540 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 2.642 0 0 0 0.5 1.43 2.314 1.65 9.5 213.5 91.35 1.40 0 0 0.000 1.910 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.986 0 0 0 0.5 1.35 1.820 1.23 10.0 214.0 91.45 1.30 0 0 0.000 1.590 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.654 0 0 0 0.5 1.15 1.643 0.94 10.5 214.5 91.75 1.00 0 0 0.000 1.570 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.633 0 0 0 0.5 1.15 1.591 0.91 11.0 215.0 91.45 1.30 0 0 0.000 1.490 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.550 0 0 0 0.5 1.20 1.503 0.90 11.5 215.5 91.65 1.10 0 0 0.000 1.400 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.456 0 0 0 0.5 1.08 1.342 0.72 12.0 216.0 91.7 1.05 0 0 0.000 1.180 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.227 0 0 0 0.5 1.025 1.284 0.66 12.5 216.5 91.75 1.00 0 0 0.000 1.290 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.342 0 0 0 0.5 1.05 1.425 0.75 13 217.0 91.65 1.10 0 0 0.000 1.450 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.508 0 0 0 0.5 1.15 1.482 0.85 13.5 217.5 91.55 1.20 0 0 0.000 1.400 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.456 0 0 0 0.5 1.05 1.846 0.97 14 218.0 91.85 0.90 0 0 0.000 2.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 2.236 0 0 0 0.9 0.9 2.080 1.68 14.9 218.9 91.85 0.90 0 0 0.000 1.850 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.924 0 0 0 0.6 0.825 1.914 0.95 15.5 219.5 92 0.75 0 0 0.000 1.830 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.903 0 0 0 0.5 0.8 1.799 0.72 16 220.0 92.05 0.70 0 0 0.000 1.630 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.695 0 0 0 0.5 0.7 1.508 0.53 16.5 220.5 92.05 0.70 0 0 0.000 1.270 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 1.321 0 0 0 0.5 0.7 1.154 0.40 17 221.0 92.05 0.70 0 0 0.000 0.950 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.988 0 0 0 0.5 0.7 0.853 0.30 17.5 221.5 92.05 0.70 0 0 0.000 0.690 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.718 0 0 0 0.5 0.7 0.770 0.27 18 222.0 92.05 0.70 0 0 0.000 0.790 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.822 0 0 0 0.5 0.7 0.582 0.20 18.5 222.5 92.05 0.70 0 0 0.000 0.330 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.343 0 0 0 0.5 0.7 0.416 0.15 19 223.0 92.05 0.70 0 0 0.000 0.470 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.489 0 0 0 0.5 0.6 0.359 0.11 19.5 223.5 92.25 0.50 0 0 0.000 0.220 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.229 0 0 0 0.5 0.425 0.114 0.02 20 224.0 92.4 0.35 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 0.5 0.3 0.000 0.00 20.5 224.5 92.5 0.25 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 0.5 0.125 0.000 0.00 21 225.0 92.75 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 Edge of Water 0.5 0 0.000 0.00 21.5 225.5 92.75 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 0.5 0 0.000 0.00 22 226.0 92.75 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 0.5 0 0.000 0.00 22.5 226.5 92.75 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 0.5 0 0.000 0.00 23 227.0 92.93 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.04 0.000 0 0 0 Tie-Off, sht 113
232.0 94.75 0.97 1.364 27.87 sht 136 Project: Saugus River IFIM 29.13 Transect No. T2-RF1 Target Flow =
Flow Meter No. : Electronic Meter Staff Gage: 0.09' Meter Info (Eq) Slope: Staff Gage: 0.09' Y int'cpt (b): Water Surface El. = 92.23 Date: 6/5/01 Start Time: 8:25 AM End time: 9:00 AM Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 97.33
0.0 209.0 93.00 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 0.5 0.00 0.000 0.00 0.5 209.5 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 0.5 0.00 0.000 0.00 1.0 210.0 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 1.5 210.5 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 2.0 211.0 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 2.5 211.5 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 3.0 212.0 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.18 0.145 0.01 3.5 212.5 91.88 0.35 0 0 0.000 0.290 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.290 0 0 0 0.2 0.43 0.410 0.04 3.7 212.7 91.73 0.50 0 0 0.000 0.530 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.530 0 0 0 1.0 0.58 0.850 0.50 4.8 213.8 91.58 0.65 0 0 0.000 1.170 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.170 0 0 0 0.3 0.65 1.255 0.20 5.0 214.0 91.58 0.65 0 0 0.000 1.340 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.340 0 0 0 0.5 0.65 0.980 0.32 5.5 214.5 91.58 0.65 0 0 0.000 0.620 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.620 0 0 0 0.5 0.73 1.255 0.45 6.0 215.0 91.43 0.80 0 0 0.000 1.890 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.890 0 0 0 0.5 0.78 1.980 0.77 6.5 215.5 91.48 0.75 0 0 0.000 2.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.070 0 0 0 0.5 0.78 2.170 0.84 7.0 216.0 91.43 0.80 0 0 0.000 2.270 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.270 0 0 0 0.5 0.75 2.410 0.90 7.5 216.5 91.53 0.70 0 0 0.000 2.550 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.550 0 0 0 EOW 0.5 0.85 2.390 1.02 8.0 217.0 91.23 1.00 0 0 0.000 2.230 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.230 0 0 0 0.5 0.95 2.110 1.00 8.5 217.5 91.33 0.90 0 0 0.000 1.990 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.990 0 0 0 0.5 0.85 2.265 0.96 9.0 218.0 91.43 0.80 0 0 0.000 2.540 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.540 0 0 0 0.5 0.85 2.575 1.09 9.5 218.5 91.33 0.90 0 0 0.000 2.610 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.610 0 0 0 0.5 0.80 2.880 1.15 10.0 219.0 91.53 0.70 0 0 0.000 3.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.150 0 0 0 0.5 0.75 2.875 1.08 10.5 219.5 91.43 0.80 0 0 0.000 2.600 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.600 0 0 0 0.5 0.775 2.760 1.07 11.0 220.0 91.48 0.75 0 0 0.000 2.920 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.920 0 0 0 0.5 0.73 2.980 1.08 11.5 220.5 91.53 0.70 0 0 0.000 3.040 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.040 0 0 0 0.5 0.75 2.785 1.04 12.0 221.0 91.43 0.80 0 0 0.000 2.530 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.530 0 0 0 0.5 0.85 2.460 1.05 12.5 221.5 91.33 0.90 0 0 0.000 2.390 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.390 0 0 0 0.5 0.8 2.460 0.98 13 222.0 91.53 0.70 0 0 0.000 2.530 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.530 0 0 0 Behind Rock 0.5 0.85 2.290 0.97 13.5 222.5 91.23 1.00 0 0 0.000 2.050 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.050 0 0 0 0.5 1 2.490 1.25 14 223.0 91.23 1.00 0 0 0.000 2.930 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.930 0 0 0 0.5 0.95 2.900 1.38 14.5 223.5 91.33 0.90 0 0 0.000 2.870 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.870 0 0 0 0.5 0.85 2.755 1.17 15 224.0 91.43 0.80 0 0 0.000 2.640 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.640 0 0 0 0.5 0.85 2.435 1.03 15.5 224.5 91.33 0.90 0 0 0.000 2.230 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.230 0 0 0 0.5 0.8 2.305 0.92 16 225.0 91.43 0.80 0 0 0.000 2.380 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.380 0 0 0 0.5 0.9 1.580 0.71 16.5 225.5 91.23 1.00 0 0 0.000 0.780 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.780 0 0 0 0.5 0.95 0.425 0.20 17 226.0 91.33 0.90 0 0 0.000 0.070 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.070 0 0 0 0.5 0.975 0.035 0.02 17.5 226.5 91.28 0.95 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.975 0.000 0.00 18 227.0 91.23 1.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.975 0.570 0.28 18.5 227.5 91.28 0.95 0 0 0.000 1.140 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.140 0 0 0 0.5 0.925 1.850 0.86 19 228.0 91.33 0.90 0 0 0.000 2.560 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.560 0 0 0 0.5 0.95 2.415 1.15 19.5 228.5 91.23 1.00 0 0 0.000 2.270 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.270 0 0 0 0.5 1 1.980 0.99 20 229.0 91.23 1.00 0 0 0.000 1.690 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.690 0 0 0 0.5 0.95 1.660 0.79 20.5 229.5 91.33 0.90 0 0 0.000 1.630 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.630 0 0 0 tie off 0.5 0.875 1.535 0.67 21 230.0 91.38 0.85 0 0 0.000 1.440 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.440 0 0 0 0.5 0.775 1.315 0.51 21.5 230.5 91.53 0.70 0 0 0.000 1.190 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.190 0 0 0 0.5 0.6 1.035 0.31 22 231.0 91.73 0.50 0 0 0.000 0.880 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.880 0 0 0 0.5 0.45 0.750 0.17 22.5 231.5 91.83 0.40 0 0 0.000 0.620 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.620 0 0 0 0.5 0.425 0.575 0.12 23 232.0 91.78 0.45 0 0 0.000 0.530 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.530 0 0 0 0.5 0.375 0.340 0.06 23.5 232.5 91.93 0.30 0 0 0.000 0.150 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.150 0 0 0 0.5 0.15 0.075 0.01 24 233.0 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 24.5 233.5 92.23 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0 0.000 0.00 25 234.0 92.61 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
239.72 94.75 29.13379 Project: Saugus River IFIM 28.39 Transect No. T4 Target Flow =
Flow Meter No. : Staff Gage: Meter Info (Eq) Slope: 2.188 Staff Gage: Y int'cpt (b): 0.043 Water Surface El. = 91.86 Date: 6/5/01 Start Time: 7:50 AM End time: 8:30 Flow Metering: M. Wamser Notes: L. Christiano Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 96.58
1.0 204.7 94.21 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 7.0 0.25 0.152 0.27 8.0 211.7 91.36 0.50 5 42 0.119 0.303 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.303 0 0 0 0.5 0.65 0.316 0.10 8.5 212.2 91.06 0.80 6 46 0.130 0.328 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.328 0 0 0 0.5 0.83 0.292 0.12 9.0 212.7 91.01 0.85 4 41 0.098 0.256 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.256 0 0 0 0.5 0.90 0.671 0.30 9.5 213.2 90.91 0.95 20 42 0.476 1.085 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.085 0 0 0 0.5 0.95 0.850 0.40 10.0 213.7 90.91 0.95 11 42 0.262 0.616 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.616 0 0 0 0.5 1.03 0.466 0.24 10.5 214.2 90.76 1.10 5 40 0.125 0.317 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.317 0 0 0 Behind Big Rock 0.5 1.15 0.508 0.29 11.0 214.7 90.66 1.20 12 40 0.300 0.699 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.699 0 0 0 Behind Big Rock 0.5 1.18 1.192 0.70 11.5 215.2 90.71 1.15 30 40 0.750 1.684 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.684 0 0 0 0.5 1.13 1.903 1.07 12.0 215.7 90.76 1.10 38 40 0.950 2.122 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.122 0 0 0 0.5 1.10 2.122 1.17 12.5 216.2 90.76 1.10 38 40 0.950 2.122 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.122 0 0 0 0.5 1.05 2.723 1.43 13.0 216.7 90.86 1.00 60 40 1.500 3.325 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.325 0 0 0 0.5 0.95 3.123 1.48 13.5 217.2 90.96 0.90 50 38 1.316 2.922 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.922 0 0 0 0.5 0.90 3.123 1.41 14.0 217.7 90.96 0.90 60 40 1.500 3.325 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.325 0 0 0 0.5 0.88 3.188 1.39 14.5 218.2 91.01 0.85 55 40 1.375 3.052 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.052 0 0 0 0.5 0.88 2.787 1.22 15.0 218.7 90.96 0.90 51 45 1.133 2.523 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.523 0 0 0 0.5 0.88 2.964 1.30 15.5 219.2 91.01 0.85 63 41 1.537 3.405 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.405 0 0 0 0.5 0.93 3.146 1.46 16.0 219.7 90.86 1.00 52 40 1.300 2.887 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.887 0 0 0 0.5 1.05 2.723 1.43 16.5 220.2 90.76 1.10 46 40 1.150 2.559 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.559 0 0 0 0.5 1.10 2.860 1.57 17.0 220.7 90.76 1.10 57 40 1.425 3.161 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.161 0 0 0 0.5 1.05 3.041 1.60 17.5 221.2 90.86 1.00 50 38 1.316 2.922 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.922 0 0 0 0.5 0.95 2.932 1.39 18.0 221.7 90.96 0.90 53 40 1.325 2.942 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.942 0 0 0 0.5 0.95 2.987 1.42 18.5 222.2 90.86 1.00 56 41 1.366 3.031 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.031 0 0 0 0.5 0.98 3.014 1.47 19.0 222.7 90.91 0.95 54 40 1.350 2.997 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.997 0 0 0 0.5 0.93 2.833 1.31 19.5 223.2 90.96 0.90 48 40 1.200 2.669 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.669 0 0 0 0.5 0.93 2.276 1.05 20.0 223.7 90.91 0.95 37 44 0.841 1.883 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.883 0 0 0 0.5 0.925 1.737 0.80 20.5 224.2 90.96 0.90 29 41 0.707 1.591 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.591 0 0 0 0.5 0.875 1.671 0.73 21 224.7 91.01 0.85 32 41 0.780 1.751 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.751 0 0 0 0.5 0.825 1.522 0.63 21.5 225.2 91.06 0.80 24 42 0.571 1.293 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.293 0 0 0 0.5 0.8 1.068 0.43 22 225.7 91.06 0.80 15 41 0.366 0.843 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.843 0 0 0 Behind Leafy Brush 0.5 0.8 0.471 0.19 22.5 226.2 91.06 0.80 1 40 0.025 0.098 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.098 0 0 0 0.5 0.75 0.049 0.02 23 226.7 91.16 0.70 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.45 0.000 0.00 23.5 227.2 91.76 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 EOW 0.5 0.1 0.000 0.00 24 227.7 91.76 0.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 2.6 0.05 0.000 0.00 26.6 230.3 91.86 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 3.7 0.05 0.000 0.00 30.3 234.0 92.64 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0
241.1 94.34 28.39 Project: Saugus River IFIM 28.98 Transect No. T6 Target Flow =
Flow Meter No. : Staff Gage: Right Bank Meter Info (Eq) Slope: 2.188 Staff Gage: 7" Left Bank Y int'cpt (b): 0.043 Water Surface El. = 91.5 Date: 6/5/01 Start Time: 9:00 AM End time: 9:50 Flow Metering: M. Wamser Notes: L. Christiano Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 96
0.4 205.0 91.50 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off 0.6 0.10 0.000 0.00 1.0 205.6 91.30 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 7.0 0.60 0.104 0.43 8.0 212.6 90.50 1.00 3 40 0.075 0.207 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.207 0 0 0 0.5 1.05 0.191 0.10 8.5 213.1 90.40 1.10 3 50 0.060 0.174 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.174 0 0 0 0.5 1.13 0.223 0.13 9.0 213.6 90.35 1.15 5 48 0.104 0.271 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.271 0 0 0 0.5 1.23 0.376 0.23 9.5 214.1 90.20 1.30 8 40 0.200 0.481 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.481 0 0 0 0.5 1.38 0.546 0.38 10.0 214.6 90.05 1.45 13 50 0.260 0.612 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.612 0 0 0 0.5 1.53 0.718 0.55 10.5 215.1 89.90 1.60 15 42 0.357 0.824 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.824 0 0 0 0.5 1.65 0.887 0.73 11.0 215.6 89.80 1.70 17 41 0.415 0.950 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.950 0 0 0 0.5 1.80 1.016 0.91 11.5 216.1 89.60 1.90 19 40 0.475 1.082 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.082 0 0 0 0.5 1.95 1.110 1.08 12.0 216.6 89.50 2.00 20 40 0.500 1.137 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.137 0 0 0 0.5 2.05 1.105 1.13 12.5 217.1 89.40 2.10 0 0 0.000 0.000 17 42 0.405 22 41 0.537 0.929 1.217 1.073 1.00 1.073 0 0 0 0.5 2.20 1.215 1.34 13.0 217.6 89.20 2.30 0 0 0.000 0.000 19 41 0.463 31 42 0.738 1.057 1.658 1.357 1.00 1.357 0 0 0 0.5 2.35 1.454 1.71 13.5 218.1 89.10 2.40 0 0 0.000 0.000 22 41 0.537 37 44 0.841 1.217 1.883 1.550 1.00 1.550 0 0 0 0.5 2.40 1.619 1.94 14.0 218.6 89.10 2.40 0 0 0.000 0.000 23 40 0.575 39 42 0.929 1.301 2.075 1.688 1.00 1.688 0 0 0 0.5 2.50 1.686 2.11 14.5 219.1 88.90 2.60 0 0 0.000 0.000 21 40 0.525 40 41 0.976 1.192 2.178 1.685 1.00 1.685 0 0 0 0.5 2.60 1.739 2.26 15.0 219.6 88.90 2.60 0 0 0.000 0.000 25 40 0.625 40 41 0.976 1.411 2.178 1.794 1.00 1.794 0 0 0 0.5 2.65 1.665 2.21 15.5 220.1 88.80 2.70 0 0 0.000 0.000 19 46 0.413 39 41 0.951 0.947 2.124 1.536 1.00 1.536 0 0 0 0.5 2.65 1.590 2.11 16.0 220.6 88.90 2.60 0 0 0.000 0.000 22 41 0.537 38 41 0.927 1.217 2.071 1.644 1.00 1.644 0 0 0 0.5 2.60 1.577 2.05 16.5 221.1 88.90 2.60 0 0 0.000 0.000 19 41 0.463 36 41 0.878 1.057 1.964 1.511 1.00 1.511 0 0 0 0.5 2.50 1.397 1.75 17.0 221.6 89.10 2.40 0 0 0.000 0.000 19 40 0.475 27 41 0.659 1.082 1.484 1.283 1.00 1.283 0 0 0 0.5 2.35 1.156 1.36 17.5 222.1 89.20 2.30 0 0 0.000 0.000 14 43 0.326 23 40 0.575 0.755 1.301 1.028 1.00 1.028 0 0 0 0.5 2.3 1.017 1.17 18.0 222.6 89.20 2.30 0 0 0.000 0.000 19 40 0.475 17 42 0.405 1.082 0.929 1.005 1.00 1.005 0 0 0 0.5 2.20 0.989 1.09 18.5 223.1 89.40 2.10 0 0 0.000 0.000 14 43 0.326 21 40 0.525 0.755 1.192 0.974 1.00 0.974 0 0 0 0.5 2.00 0.864 0.86 19.0 223.6 89.60 1.90 14 43 0.326 0.755 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.755 0 0 0 0.5 1.90 0.585 0.56 19.5 224.1 89.6 1.90 8 47 0.170 0.415 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.415 0 0 0 0.5 1.775 0.348 0.31 20 224.6 89.85 1.65 5 46 0.109 0.281 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.281 0 0 0 0.5 1.625 0.288 0.23 20.5 225.1 89.9 1.60 6 52 0.115 0.295 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.295 0 0 0 0.5 1.45 0.279 0.20 21 225.6 90.2 1.30 4 40 0.100 0.262 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.262 0 0 0 Back- Eddy 0.4 1.2 0.131 0.06 21.4 226.0 90.4 1.10 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.6 0.85 0.000 0.00 22 226.6 90.9 0.60 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.45 0.000 0.00 22.5 227.1 91.2 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.3 0.000 0.00 23 227.6 94.69 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Tie-Off
232.1 96.65 28.98 Project: Saugus River IFIM 26.77169 Transect No. T8 Target Flow = 15 cfs
Flow Meter No. : Model 2000 Electronic Staff Gage: .17 above topRight Bank Meter Info (Eq) Slope: Staff Gage: to 13 above Lefttop Bank Y int'cpt (b): at end but fifficult to read Water Surface El. = 90.89 because of fast flow & fluctuations Date: 6/5/01 Start Time: 9:10 AM End time: 9:30 Flow Metering: K. Smith Notes: L. Marler Factor to Correct Velocities: 1
| for Depths < or = 2 feet for Depths > 2 feet Corr. Avg. v Avg. Vel. @ 0.20 @ 0.80 Vel. Vel. Avg. Vel. Avg. Cell Station Elev. Width Depth Depth R T R/T @.60 R T R/T R T R/T @.20 @.80 Vel. Corr. Vel. Vel. Flow Substr Cover Emb. Remarks 200 94.91
0.0 204.3 92.79 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 L. Bank Tie-Off 0.5 0.00 0.000 0.00 0.5 204.8 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 1.0 205.3 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 1.5 205.8 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 2.0 206.3 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 2.5 206.8 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 3.0 207.3 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 3.5 207.8 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 4.0 208.3 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 4.5 208.8 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.00 0.000 0.00 5.0 209.3 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Edge of Water / Start at Boulder 0.5 0.00 0.000 0.00 5.5 209.8 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Large Boulder 0.5 0.00 0.000 0.00 6.0 210.3 90.89 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Large Boulder 0.5 0.30 1.160 0.17 6.5 210.8 90.29 0.60 0 0 0.000 2.320 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.320 0 0 0 0.5 0.65 2.340 0.76 7.0 211.3 90.19 0.70 0 0 0.000 2.360 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.360 0 0 0 0.5 0.70 1.905 0.67 7.5 211.8 90.19 0.70 0 0 0.000 1.450 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.450 0 0 0 0.5 0.70 1.730 0.61 8.0 212.3 90.19 0.70 0 0 0.000 2.010 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.010 0 0 0 0.5 0.80 2.230 0.89 8.5 212.8 89.99 0.90 0 0 0.000 2.450 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.450 0 0 0 0.5 0.90 1.825 0.82 9.0 213.3 89.99 0.90 0 0 0.000 1.200 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.200 0 0 0 0.5 0.95 1.420 0.67 9.5 213.8 89.89 1.00 0 0 0.000 1.640 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.640 0 0 0 0.5 1.05 2.010 1.06 10.0 214.3 89.79 1.10 0 0 0.000 2.380 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.380 0 0 0 0.5 1.05 2.795 1.47 10.5 214.8 89.89 1.00 0 0 0.000 3.210 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.210 0 0 0 0.5 1 3.595 1.80 11.0 215.3 89.89 1.00 0 0 0.000 3.980 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.980 0 0 0 0.5 1.05 3.925 2.06 11.5 215.8 89.79 1.10 0 0 0.000 3.870 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.870 0 0 0 0.5 1.10 3.680 2.02 12.0 216.3 89.79 1.10 0 0 0.000 3.490 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 3.490 0 0 0 0.5 1.15 3.095 1.78 12.5 216.8 89.69 1.20 0 0 0.000 2.700 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.700 0 0 0 0.5 1.15 2.830 1.63 13 217.3 89.79 1.10 0 0 0.000 2.960 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.960 0 0 0 0.5 1.15 2.940 1.69 13.5 217.8 89.69 1.20 0 0 0.000 2.920 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.920 0 0 0 0.5 1.15 2.180 1.25 14 218.3 89.79 1.10 0 0 0.000 1.440 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.440 0 0 0 Behind Cobble 0.5 1.05 2.160 1.13 14.5 218.8 89.89 1.00 0 0 0.000 2.880 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 2.880 0 0 0 0.5 1.1 2.320 1.28 15 219.3 89.69 1.20 0 0 0.000 1.760 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.760 0 0 0 0.5 1.15 1.735 1.00 15.5 219.8 89.79 1.10 0 0 0.000 1.710 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.710 0 0 0 0.5 1.1 1.830 1.01 16 220.3 89.89 1.00 0 0 0.000 1.950 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.950 0 0 0 0.5 1 1.870 0.94 16.5 220.8 89.89 1.00 0 0 0.000 1.790 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.790 0 0 0 0.5 0.95 1.490 0.71 17 221.3 89.99 0.90 0 0 0.000 1.190 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.190 0 0 0 0.5 0.9 1.260 0.57 17.5 221.8 90.09 0.80 0 0 0.000 1.330 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 1.330 0 0 0 Woody Vegetation in Bed 0.5 0.725 1.155 0.42 18 222.3 90.24 0.65 0 0 0.000 0.980 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.980 0 0 0 0.5 0.625 0.785 0.25 18.5 222.8 90.29 0.60 0 0 0.000 0.590 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.590 0 0 0 Tie-Off 0.5 0.525 0.420 0.11 19 223.3 90.44 0.45 0 0 0.000 0.250 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.250 0 0 0 0.5 0.375 0.125 0.02 19.5 223.8 90.59 0.30 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.25 0.000 0.00 20 224.3 90.69 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.225 0.000 0.00 20.5 224.8 90.64 0.25 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.225 0.000 0.00 21 225.3 90.69 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.2 0.000 0.00 21.5 225.8 90.69 0.20 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 0.5 0.1 0.000 0.00 22 226.3 90.48 0.00 0 0 0.000 0.000 0 0 0.000 0 0 0.000 0.000 0.000 0.000 1.00 0.000 0 0 0 Appendix K: Photo Documentation of Study Reaches
Photographs 1-23: Diversion Dam Reach
Photographs 24-28: Staples Reach
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking upstream at Diversion Dam Photo No.: 1, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 1 Photo No.: 2, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 2 Photo No.: 3, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 3 (hyd control) Photo No.: 4, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 4 Photo No.:5, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 5 Photo No.:6, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking upstream at Transect 5, 4, 3 Photo No.: 7, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 6 Photo No.: 8, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 7 Photo No.: 9, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 8, Q.0.4 cfs Photo No.: 10, Diversion Dam Reach
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking across Transect 9 (Hyd Control)- at Bridge Abutment Photo No.: 11, Diversion Dam Reach , Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 4, 2001 Location: Saugus River, Looking upstream Transects 8, 7, 6 Photo No.: 12, Diversion Dam Reach, Q.0.4 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking upstream at Diversion Dam Photo No.: 13, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 1 Photo No.: 14, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across Transect 2 Photo No.: 15, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 3 Photo No.: 16, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 4 Photo No.: 17, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 5 Photo No.: 18, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 6 Photo No.: 19, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 7 Photo No.: 20, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 8 Photo No.: 21, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking across at Transect 9- hydraulic control-bridge abutment Photo No.: 22, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: June 5, 2001 Location: Saugus River, Looking upstream at Transects 9, 8 ,7 Photo No.: 23, Diversion Dam Reach, Q.28 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: July 31, 2001 Location: Saugus River, Looking across Transect 1 Photo No.: 24, Staples Reach, Q=3.65 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: July 31, 2001 Location: Saugus River, Looking across Transect 2 Photo No.: 25, Staples Reach, Q=3.65 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: July 31, 2001 Location: Saugus River, Looking across Transect 3, Photo No.: 26, Staples Reach, Q=3.65 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: July 31, 2001 Location: Saugus River, Looking across Transect 4 Photo No.: 27, Staples Reach, Q=3.65 cfs
Project: Saugus River, Mass Dept of Environmental Management Date Photograph Taken: July 31, 2001 Location: Saugus River, Looking across Transect 5, Photo No.: 28, Staples Reach, Q=3.65 cfs Appendix L: Diversion Dam and Staples Reaches- Cross-sections and Rating Curves
Transect 1-Diversion Dam, Cross-Section and Water Surface Elevations 95.50
95.00 Cross-section WSE at 28.0 cfs 94.50 WSE at 0.43 cfs WSE at 8.2 cfs 94.00 Left Bank looking upstream
93.50
93.00 Elevation (feet)
92.50
92.00
91.50
91.00 200 205 210 215 220 225 230 235 Station (feet) Transect 2-Diversion Dam, Cross-Section and Water Surface Elevations 98.00
97.00 Cross-section WSE at 28.0 cfs WSE at 8.2 cfs 96.00 WSE at 0.43 cfs
95.00
Left Bank Looking Upstream
94.00 Elevation (feet) 93.00
92.00
91.00
90.00 200 205 210 215 220 225 230 235 240 245 Station (feet) Transect 3-Diversion Dam, Cross-Section and Water Surface Elevations 95.50
95.00
94.50 Cross-section WSE at 28.0 cfs WSE at 8.2 cfs 94.00 WSE at 0.43 cfs
93.50 Left Bank Looking Upstream
93.00 Surveyed Section for WSP
Elevation (feet) 92.50
92.00
91.50
91.00
90.50 200 205 210 215 220 225 230 235 240 Station (feet) Transect 4-Diversion Dam, Cross-Section and Water Surface Elevations 97.00
Cross-section
96.00 WSE at 28.0 cfs
WSE at 8.2 cfs
WSE at 0.43 cfs 95.00
Left Bank Looking Upstream
94.00
93.00 Elevation (feet)
92.00
91.00
90.00 200 205 210 215 220 225 230 235 240 245 Station (feet) Transect 5-Diversion Dam, Cross-Section and Water Surface Elevations 97.00
96.00 Cross-section WSE at 28.0 cfs WSE at 8.2 cfs Surveyed Section for WSP 95.00 WSE at 0.43 cfs
94.00 Left Bank Looking Upstream
93.00 Elevation (feet) 92.00
91.00
90.00
89.00 200.00 205.00 210.00 215.00 220.00 225.00 230.00 235.00 240.00 245.00 Station (feet) Transect 6-Diversion Dam, Cross-Section and Water Surface Elevations 98.00
97.00 Cross-section
WSE at 28.0 cfs 96.00 WSE at 8.2 cfs
95.00 WSE at 0.43 cfs
94.00
93.00
Elevation (feet) 92.00
91.00
90.00
89.00
88.00 200 205 210 215 220 225 230 235 Station (feet) Transect 7-Diversion Dam, Cross-Section and Water Surface Elevations 98.00
97.00
Cross-section 96.00
WSE at 8.2 cfs 95.00
Surveyed Section for WSP 94.00
Left Bank Looking Upstream
93.00
Elevation (feet) WSE at 8.2 cfs= 90.98 feet
92.00
91.00
90.00
89.00 200.00 205.00 210.00 215.00 220.00 225.00 230.00 235.00 Station (feet) Transect 8-Diversion Dam, Cross-Section and Water Surface Elevations 96.00
Cross-section
95.00 WSE at 28.0 cfs
WSE at 8.2 cfs
WSE at 0.43 cfs 94.00
93.00
Left Bank Looking Upstream 92.00 Elevation (feet)
91.00
90.00
89.00 200 205 210 215 220 225 230 235 Station (feet) Transect 1- Diversion Dam, Rating Curve 10
28.0 cfs, 92.75 ft
0.43 cfs, 91.74 ft Stage (feet)= 90.00 ft + value shown on graph
8.2 cfs, 92.15 ft
1 0.1 1 10 100 Flow (cfs) Transect 2-Diversion Dam, Rating Curve 10
28.0 cfs, 92.23 ft 8.2 cfs, 91.88 ft
Stage (feet)= 90 feet + value shown on graph 0.43 cfs, 91.57 ft
1 0.1 1 10 100 Flow (cfs) Transect 3-Diversion Dam, Rating Curve 10
28.0 cfs, 92.01 ft
8.2 cfs, 91.71 ft Stage (feet)= 90.0 feet+value shown on graph
0.43 cfs, 91.41 ft
1 0.1 1 10 100 Flow (cfs) Transect 4-Diversion Dam, Rating Curve 10
Note: The WSE on June 6 (Q=8.2cfs) was a blown shot, thus there are only two points to define the rating curve
Stage (feet)= 90.0 feet + value shown on graph 28.0 cfs, 91.86 ft
0.43 cfs, 91.11 ft
1 0.1 1 10 100 Flow (cfs) Transect 5-Diversion Dam, Rating Curve 10
28.0 cfs, 91.50 ft
1
0.43 cfs, 90.69 ft 8.2 cfs, 91.00 ft Stage (feet)= 90.0 feet + value shown on graph
0.1 0.1 1 10 100 Flow (cfs) Transect 6-Diversion Dam, Rating Curve 10
28.0 cfs, 91.50 ft
1 8.2 cfs, 91.04 ft
0.43 cfs, 90.57 ft Stage (feet)= 90.0 feet + value shown on graph
0.1 0.1 1 10 100 Flow (cfs) Transect 7-Diversion Dam, Rating Curve 10
Note: Only one WSE was obtained at Transect 7, thus no rating curve is shown
8.2 cfs, 90.98 ft 1 Stage (feet)= 90.0 feet + value shown on graph
0.1 0.1 1 10 100 Flow (cfs) Transect 8-Diversion Dam, Rating Curve 10
1
28.0 cfs, 90.89 ft
8.2 cfs, 90.53 ft Stage (feet)= 90 feet+ value shown on graph)
0.43 cfs, 90.2 ft
0.1 0.1 1 10 100 Flow (cfs) Transect 1-Staples Reach, Cross-Section and Water Surface Elevations 218.0
Cross-section 217.0 WSE at 3.65 cfs WSE at 13.2 cfs WSE at 24.1 cfs 216.0
Left Bank Looking Upstream 215.0
214.0 Elevation (feet)
213.0
212.0
211.0 200 205 210 215 220 225 230 235 240 Station (feet) Transect 2-Staples Reach, Cross-Section and Water Surface Elevations 217.0
Cross-section
WSE at 3.65 cfs 216.0 WSE at 13.2 cfs WSE at 24.1 cfs
215.0
Left Bank Looking Upstream
214.0 Elevation (feet)
213.0
212.0
211.0 200 205 210 215 220 225 230 235 Station (feet) Transect 3-Staples Reach, Cross-Section and Water Surface Elevations 216.50
Surveyed Section for WSP Model- Hydraulic Control 216.00 Cross-section
WSE at 3.65 cfs
215.50 WSE at 13.2 cfs WSE at 24.1 cfs
215.00
Left Bank Looking Upstream
214.50 Elevation (feet) 214.00
213.50
213.00
212.50 200 205 210 215 220 225 230 235 240 245 Station (feet) Transect 4-Staples Reach, Cross-Section and Water Surface Elevations 219.0
Cross-section
218.0 WSE at 24.1 cfs
WSE at 3.65 cfs WSE at 13.2 cfs 217.0
216.0 Left Bank Looking Upstream
215.0 Elevation (feet) 214.0
213.0
212.0
211.0 200 205 210 215 220 225 230 235 240 245 250 Station (feet) Transect 5-Staples Reach, Cross-Section and Water Surface Elevations 218.0
Cross-section 217.0 WSE at 3.65 cfs
WSE at 13.2 cfs 216.0 WSE at 24.1 cfs
215.0 Left Bank Looking Upstream
214.0 Elevation (feet) 213.0
212.0
211.0
210.0 200 205 210 215 220 225 230 235 240 Station (feet) Transect 1-Staples Reach, Rating Curve 10
24.1 cfs, 214.16 ft 13.2 cfs, 213.93 ft 3.65 cfs, 213.57 ft Stage (feet)= 210 feet + value shown on graph
1 1 10 100 Flow (cfs) Transect 2- Staples Reach, Rating Curve 10
24.1 cfs, 214.06 ft 13.2 cfs, 213.91 ft
3.65 cfs, 213.56 ft Stage (feet)= 210 feet + value shown on graph 210 feet + value shown Stage (feet)=
1 1 10 100 Flow (cfs) Transect 3- Staples Reach, Rating Curve 10
24.1 cfs, 214.02 ft 13.2 cfs, 213.82 ft 3.65 cfs, 213.54 ft Stage (feet)= 210 feet + value shown on graph
1 1 10 100 Flow (cfs) Transect 4- Staples Reach, Rating Curve 10
24.1 cfs, 213.55 ft
13.2 cfs, 213.30 ft 3.65 cfs, 213.54 ft Stage (feet)= 210 feet + value shown on graph
1 1 10 100 Flow (cfs) Transect 5- Staples Reach, Rating Curve 10
24.1 cfs, 212.55 ft
3.65 cfs, 212.82 ft
13.2 cfs, 213.16 ft Stage (feet)= 210 feet + value shown on graph
1 1 10 100 Flow (cfs) Appendix M: Weighted Usable Area versus Flow Results
Diversion Dam Reach- WUA versus Flow Results
Low Flow Flow (cfs) Area * 1 4 16032.33 * 2 6 16793.06 * 3 8.2 17416.31 High Flow * 4 10 17786.79 Flow (cfs) Area * 5 12 18117.59 12 17059.78 * 6 14 18435.47 14 17445.51 * 7 16 18679.98 16 17800.99 * 8 18 18839.54 18 18248.7 * 9 20 19006.07 20 18460.98 24 18685.22 28 19281.18 30 19610.75 40 20800.2 50 21540.05 60 22225.55 70 22788.19
Common Shiner Data used in WUA graph Low Flow Common Shiner Flow S&I Fry Juvenile Composite Curve Used in Model * 1 4 1326.83 374.06 554.47 Flow S&I Fry Juvenile * 2 6 2396.33 299.65 505.66 4 1326.83 374.06 554.47 * 3 8.2 2460.72 335.59 568.42 High Flow 6 2396.33 299.65 505.66 * 4 10 2236.69 426.99 642.43 Flow S&I Fry Juvenile 8.2 2460.72 335.59 568.42 * 5 12 1917.56 509.52 709.04 12 1548.69 385.55 623.03 10 2236.69 426.99 642.43 * 6 14 1658.91 620.44 788.36 14 1330.4 448.21 641.18 12 1917.56 509.52 655.348 * 7 16 1429.44 799.83 862.18 16 1198.54 525.87 650.53 14 1658.91 620.44 668.266 * 8 18 1204.03 1050.48 945.19 18 1138.1 627.24 680.8 16 1429.44 689.864 681.184 * 9 20 1027.13 1284.9 1041.33 20 1109.61 725.35 707.02 18 1334.6 759.288 694.102 24 1050.08 967.56 746.22 20 1239.76 828.712 707.02 28 966.03 1106.75 814.76 24 1050.08 967.56 746.22 30 900.39 1137.71 826.77 28 966.03 1106.75 814.76 40 555.99 1377.36 885.86 30 900.39 1137.71 826.77 50 356.89 1518.9 1096.39 40 555.99 1377.36 885.86 60 233.48 1683.16 1446.36 50 356.89 1518.9 1096.39 70 150.43 1611.85 1647.09 60 233.48 1683.16 1446.36 70 150.43 1611.85 1647.09
Data used in WUA graph Fallfish Fallfish Low Flow Composite Curve Used in Model Flow S&I Fry Juvenile Adult Flow S&I Fry Juvenile Adult * 1 4 995.49 7236.62 4285.66 1379.6 4 995.49 7236.62 4285.66 1379.6 * 2 6 1330.24 6912.29 2919.37 1098.81 6 1330.24 6912.29 2919.37 1098.81 * 3 8.2 1656.13 7250.13 3688.87 1302.25 High Flow 8.2 1656.13 7250.13 3688.87 1302.25 * 4 10 1894.7 7714.62 4593.36 1496.74 Flow S&I Fry Juvenile Adult 10 1894.7 7714.62 4593.36 1496.74 * 5 12 2071.02 7904.08 5438.3 1665.71 12 1906.44 6496.05 4326.41 1412.49 12 2071.02 7904.08 4918.616 1528.853 * 6 14 2235.36 8081.83 6353.68 1824 14 2089.21 6495 4815.36 1493.44 14 2167.57 8081.83 5243.872 1560.965 * 7 16 2410.21 8228.46 7202.31 1971.94 16 2223.38 6489.72 5288.56 1559.74 16 2264.12 8228.46 5569.128 1593.078 * 8 18 2561.98 8217.5 8024.5 2126.92 18 2350.25 6575.12 5784.37 1625.19 18 2360.67 8217.5 5894.384 1625.19 * 9 20 2684.43 8072.85 8695.03 2269.44 20 2457.22 6674.23 6219.64 1676.32 20 2457.22 8072.85 6219.64 1676.32 24 2633.37 6746.3 6837.03 1720.68 24 2633.37 7427.295 6837.03 1720.68 28 2767.09 6781.74 7325.28 1815.04 28 2767.09 6781.74 7325.28 1815.04 30 2797.49 6648.29 7379.16 1843.55 30 2797.49 6648.29 7379.16 1843.55 40 2925.14 6310.79 7601.35 2031.33 40 2925.14 6310.79 7601.35 2031.33 50 2872.71 6000.92 7696.86 2181.28 50 2872.71 6000.92 7696.86 2181.28 60 2709.39 5690.83 7465.06 2317.13 60 2709.39 5690.83 7465.06 2317.13 70 2545.23 5377.28 7208.43 2506.07 70 2545.23 5377.28 7208.43 2506.07
Data Used in WUA graph White Sucker White Sucker Low Flow Composite Curve Used in Model Flow S&I Fry Juvenile Flow S&I Fry Juvenile * 1 4 595.06 7605.2 1446.02 4 595.06 7605.2 1446.02 * 2 6 869.61 4413.82 1086.5 6 869.61 4413.82 1086.5 * 3 8.2 1075.09 4294.25 1258.82 High Flow 8.2 1075.09 4294.25 1258.82 * 4 10 1219.79 4422.93 1397.13 Flow S&I Fry Juvenile 10 1219.79 4422.93 1397.13 * 5 12 1352.21 4424.92 1498.68 12 1464.56 3091.22 1225.46 12 1352.21 4424.92 1498.68 * 6 14 1467.06 4447.77 1602.09 14 1554.73 2982.72 1183.36 14 1467.06 4447.77 1602.09 * 7 16 1564.27 4480.87 1703.32 16 1624.44 2954.3 1125.52 16 1564.27 4480.87 1703.32 * 8 18 1646.43 4525 1797.65 18 1683.9 2979.75 1075.3 18 1646.43 4506.62 1797.65 * 9 20 1714.01 4566.08 1877.8 20 1736.89 3018.71 1021.92 20 1714.01 4545.58 1877.8 24 2055 24 1813.11 3041.35 989.24 24 1813.11 4568.22 2055 28 1858.65 3089.99 1017.43 28 1858.65 4616.86 1065.76 30 1864.68 3106.22 1023.37 30 1864.68 4633.09 1065.76 40 1947.3 3363.38 1135.43 40 1947.3 4890.25 1065.76 50 2005.04 3616.42 1299.71 50 2005.04 5143.29 1065.76 60 2032.07 3779.85 1480.21 60 2032.07 5306.72 1065.76 70 1940.66 3899.44 1688.51 70 1940.66 5426.31 1065.76 Diversion Dam Reach- WUA versus Flow Results
Data Used in WUA graph Longnose Dace Longnose Dace Composite Curve Used in Model Flow S&I Fry Juvenile Adult Flow S&I Fry Juvenile Adult * 1 4 1188.36 6131.63 2694.6 2604.2 4 1188.36 6131.63 2694.6 2604.2 * 2 6 2203.14 5874.59 3190.45 3199.42 6 2203.14 5874.59 3190.45 3199.42 * 3 8.2 2957.74 6503.86 3726.68 3917.54 8.2 2957.74 6503.86 3726.68 3917.54 * 4 10 3420.65 6959.86 4098.71 4435.36 Flow S&I Fry Juvenile Adult 10 3420.65 6959.86 4098.71 4435.36 * 5 12 3773.16 7156.99 4298.96 4787.66 12 4040.01 5794.78 3663.15 4351.44 12 3773.16 7156.99 4298.96 4787.66 * 6 14 4023.34 7268.62 4389.39 5054.37 14 4286.52 5817.38 3634.37 4559.23 14 4097.08 7268.62 4389.39 5054.37 * 7 16 4177.15 7328.86 4405.5 5232.85 16 4421 5761.68 3563.77 4707.38 16 4421 7328.86 4405.5 5232.85 * 8 18 4292.83 7410.2 4364.59 5352.39 18 4483.59 5747.85 3490.78 4816.6 18 4483.59 7410.2 4364.59 5352.39 * 9 20 4372.61 7428.81 4279.08 5403.92 20 4489.38 5728.13 3386.89 4861.19 20 4489.38 7428.81 4260.7 5396.98 24 4429.68 5605.33 3069.06 4793.69 24 4429.68 7306.01 3942.87 5329.48 28 4220.87 5551.4 2794.6 4630.05 28 4220.87 7252.08 3668.41 5165.84 30 4062.89 5491.55 2609.22 4482.19 30 4062.89 7192.23 3483.03 5017.98 40 3253.91 5372.66 2027.2 3902.73 40 3253.91 7073.34 2901.01 4438.52 50 2531.91 5225.43 1547.77 3412.1 50 2531.91 6926.11 2421.58 3947.89 60 1974.36 5075.45 1183.88 2976.23 60 1974.36 6776.13 2057.69 3512.02 70 1583.58 4924.11 931.56 2609.44 70 1583.58 6624.79 1805.37 3145.23
Data Used in WUA graph Macroinvertebrates Macroinvertebrate Low Flow Composite Curve Used in Model Flow Macroinvertebrates DischargeSpawning and Incubation * 1 4 3114.76 4 3114.76 * 2 6 5600.54 6 5600.54 * 3 8.2 6717.71 High Flow 8.2 6717.71 * 4 10 7258.4 Flow Macroinvertebrates 10 7258.4 * 5 12 7666.98 12 8057.46 12 8057.46 * 6 14 7927.55 14 8370.31 14 8370.31 * 7 16 8099.77 16 8609.77 16 8609.77 * 8 18 8245.45 18 8800.21 18 8800.21 * 9 20 8372.47 20 8932.6 20 8932.6 24 9103.19 24 9103.19 28 9250.08 28 9250.08 30 9273.31 30 9273.31 40 9422.07 40 9422.07 50 9643.62 50 9643.62 60 9768.13 60 9768.13 70 9851.55 70 9851.55 Staples Reach- WUA versus Flow Results
Low Flow Flow (cfs) Area 3.65 15991.65 4 15876.52 5 18026.13 6 18482.16 7 20433.88 8 21121.52 High Flow 9 22052.54 Flow (cfs) Area 10 22170.48 10 22231.72 12 23084.73 12 23084.73 16 23364.89 16 23364.89 20 23678.62 20 23678.62 24.1 23820.54 24.1 23820.54 30 24312.01 30 24312.01 40 24652.92 40 24652.92 50 24958.81 50 24958.81 60 25187.52 60 25187.52
Common Shiner Data Used in Graph Flow S&I Fry Juvenile 3.65 205.81 321.99 892.27 4 214.99 333.62 957.25 5 377.26 345.55 1151.33 6 607.98 339.36 1247.24 7 817.86 344.72 1305.68 8 919.94 410.67 1315.36 Low Flow Model 9 936 469.94 1295.4 Flow S&I Fry Juvenile High Flow WUA 10 1364.87 457.59 1328.61 10 932.17 626.18 1263.42 12 1478.03 482.23 1266.53 16 1076.86 487.1 1110.92 20 664.22 531.49 1084.79 24.1 279.18 475.92 996.55 30 158.64 530.01 1028.78 40 65.63 550.49 789.57 50 34.5 538.44 711.2 60 17.88 521.94 644.77
Fallfish Data Used in Graph Flow S&I Fry Juvenile Adult 3.65 1593.2 5078.4 6912.75 2847.5 4 1593.83 5063.07 7215.63 3008.1 5 1653.53 5443.57 7949.56 3455.61 6 1684.87 5916.06 8500.69 3760.14 7 1702.3 6562.47 8960.81 4086.18 8 1700.21 7333.19 9321.4 4306.35 Low Flow Model 9 1686.22 7721.42 9608.93 4454.13 Flow S&I Fry Juvenile Adult High Flow WUA 10 1795.74 7816.74 10099.5 4348.01 10 1688.03 8460.72 9930.24 4660.98 12 1803.55 7747.02 10424.35 4600.7 16 1813.48 7346.75 10793.32 4990.13 20 1830.49 7170.37 11246.33 5318.83 24.1 1888.57 6491.49 11438.75 5228.31 30 2127.7 6085.98 11896.52 5453.53 40 2058.3 5257.39 11167.05 5258.19 50 1830.9 4639.06 10164.07 5106.74 60 1631.73 4190.49 9078 4856.91
White Sucker Data Used in Graph Flow S&I Fry Juvenile Adult 3.65 432.08 11348.89 2592.07 2592.07 4 496.98 11275.74 2739.94 2739.94 5 529.92 11146.02 3140.76 3140.76 6 569.36 10951.38 3420.74 3420.74 7 605.05 10941.35 3715.03 3715.03 8 649.44 10835.69 3909.85 3909.85 High Flow Model 9 701.42 10616 4061.58 4061.58 Flow S&I Fry Juvenile Adult Low Flow WUA 10 741.96 10691.5 4234.57 4234.57 10 1127.23 10302.59 4711.3 4711.3 12 1327.66 9467.92 4593.54 4593.54 16 1599.42 8153.8 4276.46 4276.46 20 1844.83 7431.07 4015.08 4015.08 24.1 1931.83 6710.6 3474.55 3474.55 30 1907.15 6616.83 3331.85 3331.85 40 1857.88 6278.27 3013.42 3013.42 50 1605.94 6134.47 2965.41 2965.41 60 1340.47 5923.36 2970.69 2970.69 Staples Reach- WUA versus Flow Results
Longnose Dace Data Used in Graph Flow S&I Fry Juvenile Adult 3.65 285.2 5274.27 688.67 727.22 4 346.06 5329.4 737.19 773.55 5 428.6 5709.39 807.2 866.91 6 500.56 5992.7 860.34 948.2 7 539.11 6213.79 867.28 1002.16 8 566.38 6419.44 854.29 1042.34 Low Flow Model 9 601.43 6530.99 847.94 1077.12 Flow S&I Fry Juvenile Adult High Flow WUA 10 713.63 7538.92 915.51 1161.27 10 609 6806.75 805.56 1093.96 12 758 7874.93 890.53 1212.52 16 802.64 7821.35 795.79 1276.74 20 776.89 7554.48 671.95 1291.45 24.1 811.99 6791.59 612.84 1320.83 30 726.34 6210.73 473.1 1262.62 40 610.22 5162.6 354.89 1174.03 50 493.96 4509.06 259.1 1041.64 60 412.53 4115.07 203.93 913.36
Macroinvertebrates Flow Macroinvertebrate 3.65 1300.75 4 1479.22 5 1935.93 6 2381.69 7 2827.89 8 3270.59 Low Flow Model 9 3621.53 Flow Macro High Flow WUA 10 4467.71 10 3959.08 12 5543.02 16 7451.08 20 8970.38 24.1 9797.59 30 10421.94 40 11009.9 50 11248.47 60 11360.52