51 fremont street needham, ma 02494 617-947-7702 …€¦ · · 2016-08-1151 fremont street...

51 Fremont Street Needham, MA 02494 617-947-7702 www.tg2solutions.com !

August 4, 2016

US EPA Dewatering GP Processing Industrial Permit Unit (OEP 06- 4) 5 Post Office Square – Suite 100 Boston, MA 02109-3912 RE: Dewatering General Permit NOI Application

32 Commercial Street, Foxborough, MA 02035 To Whom It May Concern: Attached, please find a Notice of Intent and completed Dewatering General Permit (DGP) application for a proposed 3-day construction dewatering project at the above-referenced location. This NOI/DGP application was prepared on behalf of Colbea Enterprises, LLC of Cranston, RI, the site owner/operator for 32 Commercial Street in Foxborough. Colbea wishes to complete a underground storage tank installation at this location. Due to shallow groundwater, dewatering will be required to aid the construction, which is expected to last for approximately 3 working days. Per the DGP NOI instructions, a copy of this NOI and DGP application has been submitted concurrently to the MassDEP at the following address:

MassDEP Division of Watershed Management 8 New Bond Street Worcester, MA 01606

If you have any questions, please contact me at 508-298-8686. Sincerely,

Eric D. Simpson, P.G., LSP Co-Founder/Owner

II. Suggested Notice of Intent (NOI) Format 1. General facility information. Please provide the following information about the facility. a) Name of facility:

Mailing

Address for the Facility:

b) Location address):

Address of the Facility (if different from mailing Facility Location longitude:__________ latitude:__________

Type of Business:

Facility SIC codes:

c) Name of facility owner: ____________________Owner’s Tel #: ____________________________Address of owner (if different from facility address) Owner is (check one): 1. Federal____2. State _____

_____

3.

__________________________

Private______

___ Owner’s email: _______________________________________________ ___ Owner’s Fax #: _______________________________________________

4. Other _______(Describe)___________________ Legal name of Operator, if not Operator Contact Name: ____Operator Tel Number: ______Operator’s email: _________Operator Address (if different

owner: ______________________________________________________________from owner)

__________________________ Fax __________

____________________________________________________________ ________________________ Number: _______________________

_________________ __________________

d) Attach a topographic map indicating the location of the facility and the outfall(s) to the receiving water. Map attached? _____

e) 1. 2. 3. 4.

Check Yes or No for the following: Has a prior NPDES permit been granted for the discharge? Yes _ Is the discharge a “new discharger” as defined by 40 CFR Section Is the facility covered by an individual NPDES permit? Yes_____ Is there a pending application on file with EPA for this discharge?

___ No____ If Yes, Permit Number: 122.2? Yes_____ No______ No_____ If Yes, Permit Number _Yes _____ No ______ If Yes, date of

___________________________

___ submittal:

Appendix V – NPDES Dewatering General Permit Page 6 of 9

Shell-Branded gasoline station/conv. store

30 Commercial Street, Foxborough, MA 02035

Same

Gas station/Conv. Store

Colbea Enterprises LLC

[email protected]

2050 Plainfield Pike, Cranston, RI

X

Same as owner

Yes, Figure 1

X

X

X

X

42 03’ 10.95”

71 14’ 31.48”

5541

401-943-0005

of 9 Appendix V – NPDES Dewatering General Permit

2. Discharge information. Please provide information about the discharge, (attaching additional sheets as needed) a) Name of receiving water into which discharge will occur: ___________________________________________ State Water Quality Classification: ____________________ Freshwater: ________ Marine Water: ___ ____________________

b) Describe the discharge activities for which the owner/applicant is seeking coverage: 1. Construction dewatering of groundwater intrusion and/or storm water accumulation. 2. Short-term or long-term dewatering of foundation sumps. 3. Other.

c) Number of outfalls ______ For each outfall: d) Estimate the maximum daily and average monthly flow of the discharge (in gallons per day – GPD). Max Daily Flow ________________ GPD

Average Monthly Flow ________ GPD e.) What is the maximum and minimum monthly pH of the discharge (in s.u.)? Max pH _______ Min pH ______

f.) Identify the source of the discharge (i.e. potable water, surface water, or groundwater). If groundwater, the facility shall submit effluent test results, as required in Section 4.4.5 of the General Permit.

g.) What treatment does the wastewater receive prior to discharge? h.) Is the discharge continuous? Yes _______ No _______ If no, is the discharge periodic (P) (occurs regularly, i.e ., monthly or seasonally, but is

not continuous all year) or intermittent (I) (occurs sometimes but not regularly) or both (B) _________ If (P), number of days or months per year of the discharge ______ and the specific months of discharge _____________________ ________;

If (I), number of days/year there is a discharge ____________ Is the discharge temporary? Yes _______ No _______ If yes, approximate start date of dewatering ________________________ approximate end date of dewatering ___________ _____________ i.) Latitude and longitude of each discharge within 100 feet (See http://www.epa.gov/tri/report/siting_tool): Outfall 1: long._______ lat._______; Outfall

2: long._______ lat._______; Outfall 3: long._______ lat._______. j.)

If the source of the discharge is potable water, please provide the reported or calculated seven day-ten year low flow (7Q10) of the receiving water and attach any calculation sheets used to support stream flow and dilution calculations____________________ cfs (See Appendix VII for equations and additional information)

Stormwater catch basins which discharge to Robinson Brook

X

Short term groundwater dewatering to allow the installation of new gasoline underground storage tanks

7,200

7,200

Stormwater catch basins which discharge to Robinson Brook then Hershey Pond

Settling baffle tank, sediment bag filters

X

3 days

X

Aug 22, 2016

August 24, 2016

6.19

7.22

From ambient groundwater readings

I

71 14’ 31.48”

42 03’ 10.95”

of 9 Appendix V – NPDES Dewatering General Permit

MASSACHUSETTS FACILITIES: See Section 3.4 and Appendix 1 of the General Permit for more information on Areas of Critical Environmental Concern (ACEC):

k.) Does the discharge occur in an ACEC? Yes ______ No ______ If yes, provide the name of the ACEC: ______________________________________________________________________________________

3. Contaminant Information

a) Are any pH neutralization and/or dechlorination chemicals used in the discharge? If so, include the chemical name and manufacturer; maximum and average daily quantity used as well as the maximum and average daily expected concentrations (mg/l) in the discharge, and the vendor's reported aquatic toxicity (NOAEL and/or LC50 in percent for aquatic organism(s)).

b) Please report any known remediation activities or water-quality issues in the vicinity of the discharge. 4. Determination of Endangered Species Act Eligibility: Provide documentation of ESA eligibility as required at Part 3.4 and Appendix IV. In addition, respond to the following questions.

a) Which of the three eligibility criteria listed in Appendix IV, Criterion (A, B, or C) have you met? _________ b) Please attach documentation with your NOI supporting your response. Please see Appendix IV for acceptable documentation 5. Documentation of National Historic Preservation Act requirements: Please respond to the following questions:

a) See Screening Process in Appendix III and respond to questions regarding your site and any historic properties listed or eligible for listing on the National Register of Historic Places. Question 1: Yes _____ No ____ ; Question 2: No ______ Yes ______

b) Have any State or Tribal historic preservation officers been consulted in this determination? Yes ______ or No _____ If yes, attach the results of the consultation(s).

c) Which of the three National Historic Preservation Act eligibility criterion listed in Appendix III, Criterion (A, B, or C) have you met? ___________ d) Is the project located on property of religious or cultural significance to an Indian Tribe? Yes ______ or No ____ If yes, provide that name of the Indian

Tribe associated with the property. _____________________________________ 6. Supplemental Information: Please provide any supplemental information. Attach any analytical data used to support the application. Attach any certification(s) required by the general permit

7. Signature Requirements: The Notice of Intent must be signed by the operator in accordance with the signatory requirements of 40 CFR Section 122.22 (s ee below) including the following certification:

X

Groundwater sampling shows no contaminants

None/NA

X

X

A

X

X

See attached

A

August 4, 2016

Prepared for:

COLBEA ENTERPRISES LLC 2050 PLAINFIELD PIKE CRANSTON, RI 02921

Prepared by:

Tg2 Solutions, LLC 51 Fremont Street

Needham, Massachusetts

NPDES DISCHARGE GENERAL PERMIT NOTICE OF INTENT Colbea Gasoline Station

32 Commerical Street Foxborough, Massachusetts 02035

NPDES DGP – Notice of Intent August 4, 2016 Colbea Gasoline Station, 32 Commerical Street, Foxborough, Massachusetts! ! !! ! !

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TABLE OF CONTENTS

1.0 INTRODUCTION .................................................................................................................. 1

2.0 DISCHARGE INFORMATION .............................................................................................. 2

2.1 RECEIVING WATER .............................................................................................................. 2 2.2 DEWATERING ACTIVITY DESCRIPTION ..................................................................................... 2 2.3 PRE-DISCHARGE SAMPLING ................................................................................................. 2

2.3.1 Sample Results ......................................................................................................... 3 2.3.2 Laboratory Analytical Method and Method Detection Limit Exceptions ........ 3

3.0 ENDANGERED SPECIES ACT, NATIONAL HISTORICAL PRESERVATION ACT REQUIREMENTS ............................................................................................................................ 3

3.1 ENDANGERED SPECIES ACT REQUIREMENTS ........................................................................... 3 3.2 NATIONAL HISTORICAL PRESERVATION ACT REQUIREMENTS ..................................................... 3

4.0 CONCLUSIONS .................................................................................................................. 4

FIGURES

Figure 1 Site Locus Map Figure 2 Site Plan Map Figure 3 Site Plan Map with Drainage/Discharge Location Figure 4 Waterbody Assessment and TMDL Figure 5 MassDEP BWSC Site Scoring Map ATTACHMENTS Attachment A Laboratory Analytical Reports Attachment B IpaC Project Resource Search Results Attachment C MACRIS Project Search Results


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1.0 INTRODUCTION Tg2 Solutions, LLC prepared this National Pollutant Discharge Elimination System (NPDES) Dewatering General Permit (DGP) on behalf of Colbea Enterprises LLC (Colbea) to manage groundwater which will be dewatered and discharged into a municipal storm catch basin located at the facility at 32 Commercial Street, in Foxborough, Massachusetts. Groundwater will be generated during the installation of new gasoline underground storage tanks. During the installation, which is anticipated to occur over 3 working days, groundwater is expected to be encountered and will need to be dewatered to allow for the installation of the tanks. This facility has not previously held any dewatering permits and does not meet the definition of a “New Discharger” under 40 CFR 122.2. Further, groundwater sampling results from this location document that there are no contaminants in groundwater at levels above laboratory detection limits in the vicinity of the tanks, based on sampling documented in a Class B-1 Response Action Outcome Statement prepared for the facility by Sovereign Consulting, Inc. of Foxborough, MA and submitted to MassDEP. As the groundwater to be dewatered is not impacted with any contaminants, and the size of the construction activity is small (1,500 square feet), a NPDES Dewatering General Permit is appropriate for this activity. A Site Locus Map is included as Figure 1 and Figure 2 provides a site plan depicting site features. Figure 3 provides the location of the on-site catch basin and drainage for the proposed discharge. Figure 4 provides a Waterbody Assessment and Total Maximum Daily Load (TMDL) Status for the site area. The MassDEP Bureau of Waste Site Cleanup Phase I Site Assessment Map, dated July 28, 2016, is provided as Figure 5. General Facility Information is as follows: Colbea/Shell-Branded Gasoline Station 32 Commercial Street Foxborough, MA 02035 Latitude: 42° 03’ 10.95” Longitude: 71° 14’ 31.48” SIC Code: 5541 Owner/Operator: Colbea Enterprises, LLC (Private Business) 2050 Plainfield Pike Cranston, RI 02921 Tel: 401-453-0005


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2.0! DISCHARGE INFORMATION 2.1! Receiving Water

The proposed discharge location for filtered groundwater is an on-site stormwater drain on the southern end of the property at 32 Commercial Street, which discharges into an un-named drainage ditch along Commercial Street. This drainage ditch drains to Robinson Brook, located west of Commercial Street. Robinson Brook discharges to Hershey Pond. Please refer to Figures 1 through 3 for the location of the catch basin, Robinson Brook and Hershey Pond. These water bodies are all freshwater bodies. The receiving water (Robinson Brook) is classified as Class B per MassGIS datalayers. Per MassGIS datalayers, the facility is not located within an Area of Critical Environmental Concern (ACEC). 2.2! Dewatering Activity Description Construction activities for this project include the removal of the concrete overlying the existing tanks, removal of the tanks, and re-installation of new tanks. The construction area measures approximately 50 by 30 feet (1,500 square feet). Construction activities will not result in the disturbance or destruction of any vegetative areas, as construction activities are limited to already developed and paved property. Finally, construction areas are more than 100 feet from the nearest surface water body/wetland area. A treatment system for dewatering activities will be installed at the site. The system will be composed of the following: one or two submersible sump pump(s) located within sub-grade sumps installed in the tank excavation, a 10,000-gallon baffled settling tank, and two bag filters piped in series. The flow rate of the system is expected to range from 1 to 5 gallons per minute (1-5pgm) with 5 gpm as the anticipated maximum flow. The component of the system with the most limited flow will be the bag filters. Personnel will be present during dewatering to monitor bag filter system pressure and will change filters as necessary. No chemical water treatment is proposed or anticipated. Effluent water will be routed through overland piping to the catch basin depicted on Figures 2 and 3. There will only be one outfall for this temporary discharge. As the source of the discharge is groundwater, effluent testing/sampling will be completed per Section 4.4.5 of the NDPES Dewatering General Permit. This discharge is expected to occur during daylight working hours over a period of 3 working days. No long-term or ongoing discharges will occur. The dewatering sumps and pumps will be removed at the completion of the construction activities. The project proposed start date is August 22, 2016. 2.3! Pre-Discharge Sampling Pre-discharge sampling was performed at an existing groundwater monitor well close to the tank field for pH, total suspended solids, oil and grease, total chlorides and RCRA-13 metals. Laboratory analytical results are provided in Attachment A.


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2.3.1 Sample Results

Groundwater concentrations from influent sampling results at the site include:

pH – 6.1 Total Suspended Solids – 10 milligrams per liter (mg/L) Oil & Grease - Not detected above method detection limits (MDLs) Chlorine (Residual) – Not detected above method detection limits (MDLs) RCRA-13 metals – All metals not detected above MDLs except for:

•! Aluminum – 0.075 mg/L •! Zinc – 80 mg/L

2.3.2 Laboratory Analytical Method and Method Detection Limit Exceptions

All analytes laboratory analytical methods are acceptable and met MDL criteria for this DGP and NOI, including naturally occurring metals which are below the effluent criteria detailed in Appendix III of the Remediation General Permit (RGP). Based on the results of the sampling, the DGP is appropriate for this project. 3.0! Endangered Species Act, National Historical Preservation Act Requirements 3.1! Endangered Species Act Requirements

Per Appendix IV of the DGP, the project coordinates were entered into the the United States Fish and Wildlife Service Information Planning and Conservation (IPaC) system, at http://ecos.fws.gov/ipac/. Based on the site location, none of the Endangered Species of Concern for Massachusetts listed in Appendix IV of the DGP were identified in the project area. One Threatened Species, the Northern Long-Eared Bat, was identified that may occur in the vicinity of the project area. No critical habitats were identified. Based on this information, considering the limited nature and short term duration of the discharge and the results of the IPaC review, this project meets USFWS Criterion A, No No endangered or threatened species or critical habitat are in proximity to the discharges or related activities. A copy of the search output is provided as Attachment B.

3.2! National Historical Preservation Act Requirements This project is not located within or adjacent to Native tribal lands. The extent of land disturbance for this project is only the removal of existing concrete and asphalt above the existing tank system and replacement of the existing underground storage tanks. No further land disturbance is required. Discharge water will be routed to the facility’s existing stormwater drainage system and no construction or modification to the existing drainage system is required. Further, the site and the surrounding properties are not listed on local, state or National Register of Historical Properties. Listings of Historic Places within the Town of Foxborough, in the vicinity of the facility and proposed discharge area were obtained from the Massachusetts Cultural Resources Information System (MACRIS) online database at


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http://mhc-macris.net/Towns.aspx?Page=towns.asp. No historical areas, building, objects or burial grounds were identified in the site vicinity. A copy of the search output is provided as Attachment C. As such, this project meets Criteria A: This discharge does not have the potential to cause effects on historic properties. 4.0! CONCLUSIONS It is Colbea’s opinion that this project meets the requirements for covered and approval for a Discharge General Permit (DGP) due to the following:

•! The project size (1,500 square feet) meets the size limitations of the DGP and does not trigger requirements for a Construction General Permit (CGP).

•! Receiving water for discharge dewatering for this project is classified as a Class B water body.

•! Pre-project groundwater sampling results document no contaminants within the groundwater to be dewatered, and therefore this project does not trigger the requirements of the Remediation General Permit (RGP).

•! This project will not result in a taking or harm of any Endangered Species listed in Appendix IV of the DGP Permit applicable in Massachusetts and meets USFWS Criterion A.

•! This project will not affect any Endangered or Threatened Species critical habitats.

•! This project is not located on or adjacent to any native tribal lands. •! This project will not impact any documented historical areas, building, objects or

burial grounds.


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FIGURES

_̂

SITE LOCATION:42° 03' 10.95" N71° 14' 31.48" W

Copyright:© 2013 National Geographic Society, i-cubed

¨

SITE LOCUS MAP

FIGURE 10 2,000 4,0001,000

Feet

NOTES:1) NAD 83 2) LOCATION IS APPROXIMATE.

32 COMMERCIAL STREETFOXBORO, MA

DATE: JULY 28, 2016

GENERAL LOCATION:

D

_̂ SITE LOCATION

LEGEND

PREPARED BY:TG2 SOLUTIONS LLC51 FREMONT STREETNEEDHAM HEIGHTS, MA02494

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4

!

4

!!2

!!2

!!2

!!2

"?B

!!2

CANOPY

AND

PUMP ISLANDS

DIESEL

USTs

GASOLINE

USTs

FUEL OIL

UST

FORMER

WASTE OIL

UST

FORMER

DRY WELL

LOCATIONS

FORMER

SEPTIC

SYSTEM

STATION

BUILDING

FORMER

WATER SUPPLY

WELL

DRAINAGE

OUTFALL

FORMER SEPTIC SYSTEM LINEAPPROXIMATE

VENT RISER

LOCATION

WATER

WATER

DRA

INA

GE

SEWER

APPROXIMATE

CATCH BASIN

LOCATION:

42° 03' 09.85" N

71° 14' 31.89" W

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GISUser Community

FIGURE 2NOTES:

1) NAD 83

2) PARCEL BOUNDARIES PROVIDED BY MASS GIS - LEVEL 3

ASSESSOR'S PARCELS (2015). ALL BOUNDARIES ARE

APPROXIMATE AND SHOULD NOT BE USED TO DETERMINE LEGAL

OWNERSHIP.

3) ALL FEATURE LOCATIONS INCLUDING UTILITIES ARE

APPROXIMATE.

4) UST = UNDERGROUND STORAGE TANK

SITE PLAN

SHELL-BRANDED STATION32 COMMERCIAL STREET

FOXBORO, MA51 FREMONT STREET

NEEDHAM HEIGHTS, MA02494

¨

Legend"?B CATCH BASIN

!!2 MANHOLE

!

4

WATER GATE

PROPERTY BOUNDARY

0 30 6015

Feet

DATE: JUNE 28, 2016 BY: ROV

CURRENT FEATURE

FORMER FEATURE

UTILITY (AS MARKED)

DRAINAGE OUTFALL

!

4

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4

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!!2

!!2

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CANOPY AND

PUMP ISLANDS

DIESELUSTs

GASOLINEUSTs

FUEL OILUST

FORMERDRY WELL

LOCATIONS

FORMERSEPTIC

SYSTEM

STATIONBUILDING

DRAINAGEOUTFALL

FORMER SEPTIC SYSTEM LINE APPROXIMATEVENT RISERLOCATION

WATER

WATER

DRAINAGE

SEWER

APPROXIMATECATCH BASINLOCATION:42° 03' 09.85" N71° 14' 31.89" W

WATER WILL DISCHARGEUNDER ROAD TO ROBINSONBROOK TO THE WEST

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GISUser Community

FIGURE 3NOTES:1) NAD 83 2) PARCEL BOUNDARIES PROVIDED BY MASS GIS - LEVEL 3 ASSESSOR'S PARCELS (2015). ALL BOUNDARIES ARE APPROXIMATE AND SHOULD NOT BE USED TO DETERMINE LEGALOWNERSHIP. 3) ALL FEATURE LOCATIONS INCLUDING UTILITIES ARE APPROXIMATE.4) UST = UNDERGROUND STORAGE TANK

SITE PLANWITH DISCHARGE LOCATION

SHELL-BRANDED STATION32 COMMERCIAL STREET

FOXBORO, MA

51 FREMONT STREETNEEDHAM HEIGHTS, MA

02494

¨

Legend"?B CATCH BASIN

!!2 MANHOLE

!

4

WATER GATE

PROPERTY BOUNDARY

0 30 6015

Feet

DATE: JUNE 28, 2016 BY: ROV

CURRENT FEATURE

FORMER FEATURE

UTILITY (AS MARKED)

DRAINAGE OUTFALL

DISCHARGE FLOW DIRECTION

_̂

SITE LOCATION:42° 03' 10.95" N71° 14' 31.48" W

MA62-14-2014ROBINSON BROOK (0)WATER CLASS B

MA62-39-2014RUMFORD RIVER (1)WATER CLASS B

Neponset Reservoir

Cocasset Lake

Gavins Pond

Furnace Lake

Sunset Lake

Fulton Pond

Vandys Pond

Hodges Pond

Cabot PondRobinson Pond

Rumford River

Robinson Brook

Neponset River

Copyright:© 2013 National Geographic Society, i-cubed

¨

WATERBODY ASSESSMENT& TMDL STATUS

FIGURE 40 3,000 6,0001,500

Feet

NOTES:1) NAD 83 2) MassDEP 2014 INTEGRATED LIST OF WATERS (305(b)/303(d)) (2016) AND MassDEP HYDROGRAPHY (2010)TAKEN FROM MASSGIS. 3. MA61-14_2014: ASSESSMENT ID WITH REPORTING CYCLEYEAR4. ROBINSON BROOK: WATERBODY NAME BASED ON SARIS, PALIS, OR CAMIS.5: (1): NUMBER OF UNIQUE DWM/WPP TMDLs ASSOCIATEDFOR ASSOCIATED REPORTING YEAR.6: CLASS B: CLASS LISTED IN 314 CMR 4.05(3) AND (4).

32 COMMERCIAL STREETFOXBORO, MA

DATE: JULY 29, 2016

PREPARED BY:TG2 SOLUTIONS LLC51 FREMONT STREETNEEDHAM HEIGHTS, MA02494

Legend

PERENNIAL STREAM

INTERMITTENT STREAM

WETLAND

CATEGORY 3 - NO USES ASSESSED

CATEGORY 4C - IMPAIRMENT NOT CAUSED BY POLLUTANT

CATEGORY 5 - IMPAIRED - TMDL REQUIRED

BOSTON HARBOR:NEPONSET RIVER BASIN AND COASTAL DRAINAGE AREA

TAUNTON RIVER BASIN


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ATTACHMENT A

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Page 1 of 12

Table of Contents

Table of Contents Sample Summary 3

Case Narrative 4

Sample Results 5

16G0626-01 5

Sample Preparation Information 6

QC Data 7

Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total) 7

B153809 7

B153930 7

Flag/Qualifier Summary 8

Certifications 9

Chain of Custody/Sample Receipt 10

Page 2 of 12

Table of Contents


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Page 4 of 12

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Page 1 of 17

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Table of Contents Sample Summary 3

Case Narrative 4

Sample Results 5

16G1360-01 5

Sample Preparation Information 7

QC Data 8

Metals Analyses (Total) 8

B154895 8

B154902 8

B154927 9

Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total) 10

B154840 10

B154841 10

B154956 10

B155009 11

Flag/Qualifier Summary 12

Certifications 13

Chain of Custody/Sample Receipt 14

Page 2 of 17

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!

ATTACHMENT B

8/3/16, 8:16 PMIPaC: Resources - My project

Page 1 of 3https://ecos.fws.gov/ipac/project/BYIIC-VGZIF-HNPPH-F2ZKW-OELLX4/resources

My project Norfolk County, Massachusetts

This project potentially impacts 23 resources managed or regulated by the U.S. Fish & Wildlife Service.

Endangered species

Mammals

Northern Long-eared Bat Myotis septentrionalis

Threatened (A species likely to become endangered within the foreseeable future throughout all or asignificant portion of its range)

Critical habitatsPotential effects to critical habitat(s) in this location must be analyzed along with the endangered speciesthemselves.

THERE ARE NO CRITICAL HABITATS IN THIS LOCATION

Migratory birds

The following species of migratory birds could potentially be affected by activities in this location:

American Bittern Botaurus lentiginosus

On Land Season: Breeding

Proposed, candidate, threatened, and endangered species are managed by the Endangered SpeciesProgram of the U.S. Fish & Wildlife Service.

The list of species below are those that may occur or could potentially be affected by activities in thislocation:

Birds are protected by the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act.

Any activity that results in the take (to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture,or collect, or to attempt to engage in any such conduct) of migratory birds or eagles is prohibitedunless authorized by the U.S. Fish & Wildlife Service. There are no provisions for allowing the takeof migratory birds that are unintentionally killed or injured.

Any person or organization who plans or conducts activities that may result in the take of migratorybirds is responsible for complying with the appropriate regulations and implementing appropriateconservation measures.

[1]

1. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)

U.S. Fish & Wildlife ServiceIPaC Information for Planning and Conservation

http://www.fws.gov/endangered/

http://www.fws.gov/birds/policies-and-regulations/laws-legislations/migratory-bird-treaty-act.php

http://www.fws.gov/birds/policies-and-regulations/laws-legislations/bald-and-golden-eagle-protection-act.php

https://ecos.fws.gov/ipac/



American Oystercatcher Haematopus palliatus


Bald Eagle Haliaeetus leucocephalus

On Land Season: Year-round

Black-billed Cuckoo Coccyzus erythropthalmus


Blue-winged Warbler Vermivora pinus


Canada Warbler Wilsonia canadensis


Fox Sparrow Passerella iliaca

On Land Season: Wintering

Hudsonian Godwit Limosa haemastica

At Sea Season: Migrating

Least Bittern Ixobrychus exilis


Olive-sided Flycatcher Contopus cooperi


Peregrine Falcon Falco peregrinus


Pied-billed Grebe Podilymbus podiceps

On Land Season: Year-round

Prairie Warbler Dendroica discolor


Purple Sandpiper Calidris maritima


Saltmarsh Sparrow Ammodramus caudacutus


Seaside Sparrow Ammodramus maritimus


Short-eared Owl Asio flammeus


Snowy Egret Egretta thula




Upland Sandpiper Bartramia longicauda


Willow Flycatcher Empidonax traillii


Wood Thrush Hylocichla mustelina


Worm Eating Warbler Helmitheros vermivorum


Wildlife refuges and fish hatcheries

THERE ARE NO REFUGES OR FISH HATCHERIES IN THIS LOCATION

Wetlands in the National Wetlands Inventory

THERE ARE NO WETLANDS IN THIS LOCATION

Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404of the Clean Water Act, or other State/Federal statutes.

For more information please contact the Regulatory Program of the localU.S. Army Corps of Engineers District.


!

ATTACHMENT C

MA

CR

IS Search Results

Town(s): Foxborough; S

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esource Type(s): Area, B

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round, Object, S

tructure; S

earch Criteria:

Inv. No.

Property Nam

eStreet

Town

Year

Thursday, July 28, 20161

1Page

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51 fremont street needham, ma 02494 617-947-7702 …€¦ · · 2016-08-1151 fremont street...

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