Loading...
HomeMy WebLinkAbout2024-07-22 24-235 ResolveCITY COUNCIL ACTION Council Meeting Date: Item No: Responsible Dept: Requested Action: Summary Committee Action Meeting Date: For: Against: City Manager City Solicitor Finance Director Map/Lot: Introduced for: Order Committee: Action: Staff Comments & Approvals Date: Item No: Assigned to Councilor: 24-235 JULY 22,2024 ;�; ����' � , �� �"A.�,�`�.��1 T �� ��� � � � � �:,f� l�'� ���� �� ������ ���,����-��������,�.d�a��� ��.���� t�ti'�'6�' F P�C�:e�C�8 F:E:9� June 28, 2024 MSC RFA Submission — Bangor Submitted electronically to: MunicipalStreamCrossing.MDOT@maine.gov Re: Municipal Stream Crossing Program RFA The City of Bangor is pleased to provide you with our application for funding improvements to the existing stream crossing of a tributary to Penjajawoc Stream at Essex Street near Fox Hollow. The existing stone and concrete bottomless box culvert is of unknown age and is showing signs of significant deterioration. The current crossing is undersized, and does not have stream banks within the structure. Essex Street is an important connector between the outskirts of Bangor, as well as the towns of Orono and Glenburn, to Bangor's center. We have many safety improvements included as part of this project. The current roadway is narrow, and even narrower at the crossing with steep side slopes. There has also been reports of ponding on the roadway in the winter time, which is believed to have contributed to motor vehicle accidents, including a fatal accident in 2019. The MDOT has classified this segment of road as a high-crash location, making any safety improvements welcome in this area. Penjajawoc Stream is classified as an Urban Impaired Stream by the Maine DEP. The City is proposing to replace the existing structure with a concrete box culvert with a longer width to accommodate the modelled stream flows, as well as including constructed stream banks within the structure. This will increase hydraulic capacity while lessening erosive flows, increase habitat connectivity for both aquatic and terrestrial animals in the watershed. We hope that you will consider this important project for funding through this grant program. Should you have any questions concerning our application, please do not hesitate to call me at 207-992-4243. Sincerely, �� � �� Richard May Stormwater Manager City of Bangor ?a €�i�����" �T��F�; k�A�J��:�&�a P^�C ����� �T�LFr�I..-�{�C�y9E: (��7� ���-���� ��;�C: ���"�� ����-�1,`�� ��;+'��:�3AG��C��.�t�C C�q�.Ca�C..�7�^` 24-235 JULY 22,2024 ro 14�i"r�r' �,;, � � $' � Ir �a:,Y Municipal Stream Crossing Program Request for Application Overview of the Grant Opportunitv The Maine Department of Transportation (MaineDOT) is seeking applications for the Municipal Stream Crossing Program to provide one-time funding for the upgrade of municipal culverts at stream crossings, with the goal of creating infrastructure that is resilient to future climate conditions and that provides community, economic, and environmental benefits. This Request for Application (RFA) document provides instructions for submitting applications, evaluation criteria, and contract provisions. This program is looking to provide assistance to a broad geographical representation of the areas across the state that have been subject to storm damage. Eligible project sponsors include local and tribal governments, municipal conservation commissions, soil and water conservation districts, and private nonprofit organizations. Eligible projects involve road crossings that carry a stream under a local government road, not a state (including state-aid) or private road. The maximum amount of funds an applicant may request is $200,000 for projects that include design and construction (as long as they result in a completed construction project) and must include a minimum of$5,000 of local match (cash or in-kind). These funds can be used as State match for federal grants. Projects or project components that will be prioritized: • Projects for which FEMA disaster funds were applied for and denied; and • Projects that were not covered by insurance; and • Where no other emergency relief was granted or available. Scoring criteria will be centered around the extent to which the project results in climate change resilient infrastructure, benefits the community, economy, and environment, increases public safety, and improves emergency management services. Crossing replacements must be sized to be 1.2 times the stream's bankfull width and meet MaineDOT's 100-year flood standard to ensure withstanding future flows. All projects must demonstrate increased resiliency to future storm and flooding impacts. Applicants will be required to provide elements of the proposed structure design including bankfull width measurements with supporting materials, summary of completed field work and appropriate proposed structure size. Applicants will also be evaluated on the project quality by requiring match amount and source, project and permitting status (completed tasks), budget, and schedule. The projects will also be evaluated on the amount of other funding that this program will help leverage. Any structure spans proposed greater than 10ft require a design review by MaineDOT's Bridge Maintenance Office prior to construction. Maine Emergency Management Agency (MEMA), Maine Department of Marine Resources (DMR) and Maine Department of Inland Fisheries and Wildlife 1 05/16/2024 24-235 JULY 22,2024 (IFW), Maine Department of Environmental Protection (MDEP), and MaineDOT staff may provide input on the application based on the scoring criteria. Upon preliminary award, applicants will enter into a Grant Agreement with MaineDOT. Grant recipients will have two (2) years to expend the funds and up to three (3) reimbursement requests, coordinated with the project schedule and milestones. Further details of funding distribution and invoices will be determined upon execution of the grant agreement. Recipients will be required to submit annual progress reports and a final project report. Annual updates will include but not limited to a description of project progress, intended and actual constructions dates, and total project costs. Prior to construction grant recipients will submit final stamped engineering plans, by Maine Professional Engineer (PE), adequate longitudinal profile, and Army Corps of Engineers permit (as required). Final reimbursement request is dependent on PE verification that project was built to design. Application Process MaineDOT issues the RFA for the Municipal Stream Crossing Program. Applicants must submit a completed PDF application consistent with the RFA by using the template provided. The application(s) will be scored by the Grant Review Team who will judge the merits of the application(s) received in accordance with the project rating criteria. Applications must be received by July 1, 2024, at 11:59 p.m. EST. Applications received after the deadline will be ineligible for award consideration. Applications are to be submitted to MaineDOT via _M�r�i�ip�I�tr��r��rc���ir��.M C?T ar��ir��.�c�v. Only applications received by email will be considered. Applicants are to insert the following into the subject line in their email "MSC RFA Submission —Town Name". Applicants must submit a separate application for each project. Applicants should submit a PDF file with the file name: "Town Name_Road Name_MSC Application #.PDF". When we receive your application via email, you will receive a response of receipt within one week. Information will be available on MaineDOT's grant page: htt��:ffwww.r��ir��.�c�vfr�dc�t/�r�r�t� Contact information: Sierra Millay Environmental Office Maine Department of Transportation 16 State House Station Augusta, ME 04333 2 05/16/2024 24-235 JULY 22,2024 Project Ratinq Criteria MaineDOT will review and award funding for projects that align with the goals of the Maine Infrastructure Adaptation Funds and Municipal Stream Crossing programs and based on criteria described in Part UUUU of An Act to Make Supplemental Appropriations and Allocations for the Expenditures of State Government, General Fund and Other Funds and to Change Certain Provisions of the Law Necessary to the Proper Operations of State Government for the Fiscal Years Ending June 30, 2024 and June 30, 2025. Projects will be reviewed by an interagency group using a competitive process which will result in a prioritized list of projects for funding. The qualitative scoring process will identify whether projects fully align, primarily align, partially align, or do not align with the goals established in the relevant programs and statute. Fully Aligned A project that is considered fully aligned will meet all program and funding goals as described in the Request for Application (RFA) and will clearly identify hazards to infrastructure and directly respond to future resiliency concerns. Primarily Aligned A project that is considered primarily aligned will meet most of the program and funding goals as described in the Request for Application (RFA) and will identify hazards to infrastructure and respond to future resiliency concerns. Partially Aligned A project that is considered partially aligned will meet some of the program and funding goals as described in the Request for Application (RFA) and may identify hazards to infrastructure and attempts to respond to future resiliency concerns. Not Aligned A project that is considered not aligned will fail to meet the program and funding goals as described in the Request for Application (RFA) does not identify hazards to infrastructure or does not directly respond to future resiliency concerns. Projects will be rated on the following program goals. Infrastructure Resiliency and Future Climate Conditions A project should demonstrate increases to infrastructure resiliency and preparedness for future climate conditions; and should meet all MaineDOT design standards, including but not limited to flooding standards for 100-year flooding levels. Infrastructure should be sized to mitigate hazards anticipated by future climate conditions. Public Safety and Emergency Management A successful project increases public safety and improves emergency management response travel during storm events, documents a history of flooding or past infrastructure failure or be 3 05/16/2024 24-235 JULY 22,2024 at high risk of failure due to age or condition or ability to be resilient to climate stressors; and have a measured coefficient of failure, including but not limited be the number of homes and businesses or traffic connected by the infrastructure. Leverage of Other Funding Sources A project that successfully leverages other funding will include sources beyond the funds appropriated for the Maine Infrastructure Adaptation Funding and locally raised and appropriated funds, including but not limited to available federal funding and other funds. Community, Economic, and Environmental Benefits A project should demonstrate a compelling and significant community benefit, which directly improves the physical, social, and economic development activities in a community. A project should demonstrate an impact on regional economic needs. A project should demonstrate the ability to benefit the natural environment by including recommended design standards and best management practices. 4 05/16/2024 24-235 JULY 22,2024 Maine Infrastructure Adaptation Fund and Municipal Stream Crossinq Application Section 1: General Information Applicant Name(s): City of Bangor Contact Person: Richard May, Stormwater Manager Mailing Address: 73 Harlow St. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ..... City: Bangor State: ME Zip: 04401 Daytime Phone No.: 207-992-4243 Email: Richard.may@bangormaine.gov Has this projected received FEMA or Insurance funds? � ❑ Yes � � No NOTE: The following sections of this application request specific project-related information. If warranted, pictures, maps, exhibits, diagrams, survey summaries, etc., should be included with the application. Please be concise. If additional space is required, please attach supplemental sheets. For those applying for Municipal Stream Crossing Program, Section 2, parts A, B, and F have additional information that is required, fill out the lines that say "Additional information needed for MSC". That information is not applicable for Maine Infrastructure Adaptation Fund. Section 2: Project Information A. Proiect Location Provide latitude/longitude (decimal degrees), abutting street name(s), and additional project location references. Feel free to attach designs/ diagrams, maps, etc. that will help provide a clear description of the proposed scope and location. 44, 941 � ,774 04 E���� tr��t �ppr��ir��t�ly 400 f��t r��rth �f F�� �Il��nr, `Th� �tr��r� �r���ir� i� �r� �r�r��r��d tribit�t�ry t� ��r�j�j��nr�� tr��r�, ��r�j�j��nr�� tr��r� h�� b��r� th� f���� �f p�bli� �tt�r�ti�r� �v�r th�y��r�, ��nrr��tr��r� �f thi� �r���ir� i� ��r�j�j��nr�� �r�h, �nrhi�h i� r�r���nrr��d f�r it� ����Il�r�t bird h�bit�t, Additional information needed for MSC: Review MaineDOT public M��i/iewer to ensure structure is located on a municipal owned facility (town way) and provide the MaineDOT Bridge Number. T�wr� �y 5 05/16/2024 24-235 JULY 22,2024 B. Proiect Summary Describe the proposed crossing replacement/ infrastructure adaptation project including vulnerable assets, asset age and condition, as well as the natural hazards magnified by climate change, potential risk to system, and proposed improvements. � �r� pr�p��ir� t� r�pl��� � �t�r�� �r�d ��r��r�t� 3 �ir��h t�ll by 72�ir��h �nrid� by 32 f��t I�r� �p�r� b�tt�r� ��Iv�rt �nrith � �f��t t�ll by 10�f��t �nrid� by �f��t I�r� ��r��r�t� b�� ��Iv�rt �nrith � r�v�l �tr��r� b�tt�r�, `Thi� �nrill �Il��nr f�r� �nrid�r�ir� �f th� r��d�nr�y, �nrhi�h i� �6pir��h�d d��nrr��' �r� th� �h��ld�r�t thi� I���ti�r�, `Th� ��i�tir� ��Iv�rt i� �f �r�kr���nrr� � �, h�� r��k �nr�ll� �nrith r�� r��rt�r, �r�d � ��r��r�t� �I�b t�p, Additional information needed for MSC: Please include the following information in your project summary: Structure type, shape, material, streambed material in structure, number of culverts at crossing, length, width, height, age of structure, and clearance (distance between material at bottom of culvert or streambed and top of inside of culvert). `Th� ��i�tir� ��Iv�rt i� � �t�r�� �r�d ��r��r�t� 42�ir��h t�ll (t�t�l �I��r�r��� fr�r� �tr��r� b�d� by �ir��h �nrid� by 27 f��t I�r� �p�r� b�tt�r�, `Th� ��i�tir� ��Iv�rt i� �f �r�kr���nrr� � �, b�t b�li�v�d t� b� �t I���t y��r� �Id9 ��� In���s �AI�II� �A/I�� P�� I����In9 �r�d � ��r��r�t� �I�b t�p, If available also include the identification of crossing (Crossing ID#) found in the M�ir�� �tr��r� �bit�t Vi�w�r. If not present in stream habitat viewer, provide accurate coordinates (in decimal degrees). 44, 941 � ,774 04 E���� tr��t �ppr��ir��t�ly 400 f��t r��rth �f F�� �Il��nr C. Infrastructure Resiliency and Future Climate Conditions Demonstrate climate change impacts or vulnerability to hazards and provide documentation of historic events. ��Iv�rt h�� b��r� �iz�d �t 1,2 tir�� b�r�kf�ll �nridth �r�d d��i r��d t� �nrith�t�r�d th� 100�y��r fl��d, Describe how the proposed project will reduce the asset's vulnerabilities. ��rr�r�tly th� �nr�ll� �f th� ��Iv�rt �r� dry�t��k�d r��k�, `Th��� r��k� ��r� b� v�lr��r�bl� t� ����r�r�d r��d b��� �r��i�r�, `Th� r��d�nr�y i� r��rr��nr ��r��� thi� �r���ir� , �r�d h�� r�� 6 05/16/2024 24-235 JULY 22,2024 g��rdr�il �r�h��ld�r, �i�y�li�t� �r�d p�d��tri�r�� ir� thi� �r�� �r� f�r��d ir�t� th� tr�v�l I�r�� t� �r��� thi� �tr��t�r�, �r pr�p���d �tr��t�r� �nrill pr�vid� �tr��t�r�l �t�bility, �� �nr�ll �� ir��r���� th� r��d�nr�y �nridth t� �Il��nr f�r�h��ld�r� ��r��i�t�r�t �nrith th� r��t �f th� r��d�nr�y, Provide details on how climate change projections and data have or will be considered and incorporated into the project design. (i.e. How will the crossing be upsized, or facility be raised in elevation.) ��Iv�rt h�� b��r� �iz�d �t 1,2 tir�� b�r�kf�ll �nridth �r�d d��i r��d t� �nrith�t�r�d th� 100�y��r fl��d, `Th� r��d�nr�y �I�v�ti�r� �nrill �I�� b� r�i��d �t th� �r���ir� , � �I�� pl�r� t� ir��t�ll ��t�h b��ir�� �t th� �d � �f p�v�r��r�t t� �Il��nr f�r dr�ir�� � �nrh�r� th� �r���nrb�r�k� ��t �� ��rb d�rir� th� r��r� fr�q��r�t fr��z��th��nr �y�l�� ir� �nrir�t�r, Additional Resources: M�ir�� ��c�lc�qi��l ��rv�°�: M�ir��'� ��c�lc�qi��l �z�rd�, ��� L�v�l i��f�tc�rr� ��rq� Th� �t�r� �c�r���rv�r��°�: ��Iv�rt Flc�c�d i�k x�lc�r�r M�ir�� Flc�c�d �z�rd M�� D. Public Safety and Emerqency Manaqement Describe the risk to public safety associated with vulnerable infrastructure and which groups (business, general public etc.) will benefit from the project. i�y�li�t� �r�d p�d��tri�r�� ir� thi� �r�� �r� f�r��d ir�t� th� tr�v�l I�r�� t� �r��� thi� �tr��t�r�, Ir��r���ir� th� �h��ld�r�nridth ir� thi� �r�� �nrill �Il��nr th��� v�lr��r�bl� r��d ���r� t� r��ir�t�ir� � ��f�r di�t�r��� fr�r� th� tr�v�l I�r��, `Th� r���nr �r���ir� �nrill b� �f�d�q��t� I�r� th ir� �rd�r t� �nrid�r� th� p�v�r��r�t, �� �nr�ll �� r�i�� th� r��d, `Th� d��i r� f�r thi� �r���ir� �nrill ir��l�d� r�dir� �r�d dr�ir�� � ir�pr�v�r��r�t� t� th� r��d�nr�y ir� th� ir�r��di�t� vi�ir�ity �f th� �r���ir� t� r�d��� th� fr�q��r��y �f p�r�dir� , ��p��i�lly ir� th� �nrir�t�r r��r�th�, `T�nr� ��t�h b��ir�� �nrill b� ir��t�ll�d �t th� I��nr p�ir�t r���r th� �r���ir� t� �Il��nr f�r dr�ir�� � ir� th� �nrir�t�r r��r�th� �nrh�r� th� �r���nrb�r�k� ��t �� � ��rb, �r�d pr�v�r�t �h��t fl��nr t� th� dit�h, R��d�id� r�dir� �nrill �I�� b� ir�pr�v�d �nrith � �r�tl�r�id� �I�p�, Additional Resources: Th� �t�r� �c�r���rv�r��°�: ��ili�r�t L�r�d M��pir�� Tc�c�l Describe (if applicable) the safety and impact to communities including detour lengths, identifying any critical infrastructure cut-off from access if the vulnerable infrastructure were to fail, number of businesses and home cut-off, average annual daily traffic (AADT) using 7 05/16/2024 24-235 JULY 22,2024 MaineDOT's Public Viewer. AA `T i� 30 7 v�hi�l��, `Thi� i� �r� ir�p�rt�r�t r��d ��r�r���tir� th� �nr��t �id� �f r�r�� t� �r� �r, �t��r� fr�r� thi� r��t� �nr��ld b� �I�r� r��d�nr�y, ���h��nr R��d, �r�d �h�r�h R��d, �r till�nr�t�r Av�r���, Ir� th� r���lt �f� f�il�r�, r�� �r�� �nr��ld b� ��t �ff��r�pl�t�ly, b�t 70 h�r��� �r�d 1 b��ir���� ir� �r� �r, `Th� r��r�b�r �f h�r��� li�t�d �b�v� ir��l�d� �r�ly h�r��� th�t �r� I���t�d �ff�f E���� tr��t �nrithir� �r� �r �ity lir�it� �r� th� ��tb��r�d �id� �f th� �r���ir� , `Thi� d��� r��t ir��l�d� ir�p��t� t� �th�r tr�v�l�r� �r r��t��l �id �� i��� ��r�ir� �r �ir� t� r�r��, E���� tr��t i� �r� ir�p�rt�r�t r��t� b�t�nr��r� r�r��, I�r�b�rr� �r�d �r� �r th�t ���� �i r�ifi��r�t d�ily tr�ffi�, �� t� th� I�r� d�t��r r��t�, th� ir�p��t� �f f�il�r� �r� thi� �r���ir� �r� �i r�ifi��r�t, Additional Resources: M�ir�e C7T'� M��i/iewer Describe (if applicable) how this project will benefit public health. There was a fatal accider�t at the locatior� of this crossir�g ir� 2Q19. This sir�gle vehicle crash occurred due to freezir�g terri�eratures ar�d ice, that rriay have beer� related to �oor drair�age. Vt/hile r�ot directly related to this crossir�g, this road r�eeds drair�age irri�roverrier�ts that also require u�gradir�g this crossir�g. The crossir�g is currer�tly too short for the roadway width, ar�d the roadway is also too low or� the a��roaches to the crossir�g, which cor�tributes to �or�dir�g. The r�ew crossir�g will be of adequate ler�gth ir� order to wider� the �averrier�t, as well as raise the road. The desigr� for this crossir�g will ir�clude gradir�g ar�d drair�age irri�roverrier�ts to the roadway ir� the irrirriediate vicir�ity of the crossir�g to reduce the frequer�cy of�or�dir�g, es�ecially ir� the wir�ter rrior�ths. Two catch basir�s will be ir�stalled at the low �oir�t r�ear the crossir�g to allow for drair�age ir� the wir�ter rrior�ths wher� the sr�owbar�ks act as a curb, ar�d �rever�t sheet flow to the ditch. f�oadside gradir�g will also be irri�roved with a ger�tler side slo�e. Provide documentation and description of flooding or overtopping and any associated damage. I�o kr�owr� ir�star�ces. There rriay be rriir�or floodir�g that occurs ir� the wir�ter wher� we receive rair� or rrieltir�g ever�ts which has r�ot beer� docurrier�ted. Additional Resources: ��Iv�rt Flc�c�d i�k x�lc�r�r I M�ir�� (tr��.c�rq� Describe whether a new design will eliminate or greatly reduce current maintenance costs. Th� �urr�nt �rc�ssing r�quir�s p�ric�di� r�aint�nan�� tc� �nsur� that th� granit� upright that r�tains th� rc�adbas� r�at�rial c�v�r th� �c�n�r�t� d��k c�f th� stru�tur� stays in pla��. 8 05/16/2024 24-235 JULY 22,2024 Amount of money spent on maintenance or failures of the vulnerable infrastructure and description and documentation of maintenance history or recent damage, if applicable. �Illi�ll� �u�.��II� Il��u�� �� �u���u� .����. E. Community, Economic, and Environmental Benefits Describe how this project directly improves physical, social, and economic development within the community. (i.e. How would this project support the goals of a town's comprehensive plan or improve the overall function of the community?) `Th� �ity'� ��r�pr�h�r��iv� pl�r� ��pp�rt� ir�pr�v�r��r�t �f th� p�d��tri�r� �r�d bi�y�l� ir�fr��tr��t�r� �r�d ��f�ty, `Thi� pr�j��t �Il��nr� f�r ir�pr�v�d ��f�ty �r�d ��r�r���tivity by ir��r���ir� th� �h��ld�r�nridth ��r��� th� �tr��r� �r���ir� �tr��t�r�, Describe how the project will improve community resilience at, adjacent to, and beyond the project site, and how outcomes will benefit the public. F�educir�g the risk of failure of this structure will hel� kee�the corrirriur�ity cor�r�ected. Vr�creased walkability ir� this area will allow resider�ts to walk arrior�g their r�eighborhood ar�d cor�r�ect with their r�eighbors. Describe the presence of environmental resources nearby such as significant wildlife habitats, vernal pools, endangered species presence, etc. lJpstr�ar� c�f th� �ulv�rt is a larg� v��tland ar�a v�hi�h v�ill hav� b�tt�r �c�nn��tivity v�ith bc�th th� aquati� and t�rr�strial habitats u Additional Resources: v� IU��� Vi�v��r M�ir�� �tr��r� �bit�t Vi�w�r F. Proiect Scopinq and Desiqn Describe whether the project is scoping and design, or implementation/construction. This �roject will be desigr� ar�d cor�structior�. Note: Municipal Stream Crossing projects must result in completed construction. Provide a bulleted list of proposed specific improvements organized by task, including work 9 05/16/2024 24-235 JULY 22,2024 to be completed, methodology, deliverables, and project team members. This �roject will be deisgr�ed by the �ity Er�gir�eerir�g L?e�artrrier�te Survey will take �lace as soor� as �ossible a�ter award, followed by ir�-house desigr�. �or�structior� bids will be requested ir� advar�ce of the ty�ical culvert re�lacerrier�t seasor� ir� late surrirrier. There are rriar�y qualified cor�structior� cor�tractors ir� the area that car� successfully corri�lete this work. Describe (if applicable) design efforts that have been completed to date on the proposed project and attach any completed design information, and proposed schedule for design or implementation completion. • All projects must at least provide an estimated construction start and end date. • Commitment that applicant has or will obtain necessary Army Corps of Engineers and Maine DEP Natural Resources Protection Act permits for this project. • Photos of the project area that demonstrate facility condition. For stream crossings, photos should be provided looking at the crossing from downstream and upstream, inside of the structure, and any safety conditions. �r�� b��i� �� �y ir��l�dir� � �tr��r� b�r�kf�l �nridth �r��ly�i� �nr�� ��r�pl�t�d ir� 2021, `Thi� r���lt�d ir� th� �tt��h�d ��r���pt pl�r� f�r thi� pr�j��t, Additional information needed for MSC: Please include the following information in your project scoping and design: Stream Measurements and field work (measured bankfull width, estimated/modelled bankfull width, preliminary crossing width. If fieldwork has not been completed, provide date when it will be completed. For fieldwork techniques, refer to Str��a�a Sa�a��t Fi�lc� VVark 1/ic��a and M�ir�� �tr��r� �r��rt Rc��d �rc���ir�q F�c��k�t ��id�. �r�kf�ll �nridth r�����r�r��r�t� �nr�r� ��r�pl�t�d ir� 2021 �r�d �r� li�t�d b�l��nr, The area upstream of the existing crossing has very flat topography, which is naturally wet. It does appear that the existing crossing may hold back some water (< 1 foot) in addition to what would have been there prior to road construction. We do not plan to alter the impoundment upstream with this installation by changing elevations of the crossing, only cross sectional area. The proposed culvert will be installed flat, with no slope, in a "bathtub" configuration where it should be wet all the time. This matches the existing condition. Bankfull width estimates and modelling resources: Maine Stream Habitat Viewer Any crossing projects must meet M�ir�� C?T'� 1 QQv°���r flc�c�d �t�r�d�rd and will be sized to be 1.2 times bankfull width. 10 05/16/2024 24-235 JULY 22,2024 ��r�k�ull�ic�tl���� r�c�t��11 c���ir��c�up�t���r� 1����u��tl��tc�pc��r°�pl��i�c�uit��l�t i �c�i�t�l�up�tr�� a ilp�tr�� ���u�°v���c� 120 ���t�r°c� tl���xi�tir���rc���ir���l�ut ���ur� �r�t� �r�t�k�r��lc���r tc�tl���rc���ir�� l��r�tl��ls�r�k� �r��littl�l��tt�r c���ir��c�a 13c� r��tr�� ���u�°v���c� 150 ���t�r°c� tl���rc���ir��� itl�r�pr���r�t�tiv� ic�tl�� ���ur�c�a°Tl��c�c� r��tr�� �l��r�r��l 1��� c�r��lc�p��r�c�c���ir�itic�r��l�ut it i�� ulti-tl�r��c��c��l��r�r��l ir����tic�r��a I�I���ur� �r�t� �r�t�k�r�ir���� �r�t� l��r� tt��r� ����ir��l��t��r�r��la ilp�tr�� ic�tt�� �r��� 7'� �r�c� 7'���t l���c�r�l���c� ir�� ur�c���ir��c�a 13c� r��tr�� ic�tl�� �r�4� �� °7� °7� �r�c�����ta °Tl��c�v�r�ll�v�r��� �� �a�3 ���ta An engineer has or will be retained to assist with project design, note whether existing plans for project are available, final plans must be stamped by Maine Licensed Engineer prior to construction. � li��ns�d Engin��r is c�n staff in th� �ity's Engin��ring D�partr��nt and vvill r�vi�vv, apprc�v�, and star�p th� plans fc�r this prc�j��t. Commit that structure design will be shared with and reviewed by MaineDOT's bridge maintenance office during the design process for any structure spans proposed greater than 10FT. This is to provide any additional advice that should be considered during design. Maine DOT's Bridge Maintenance Division (b�r�.fc��t�r r��ir��.�c�v or rc�r�.t�°�Ic�r r��ir��.qc�v ) will be assessing those projects. For more information, refer to MaineDOT's Bridqe Desiqn Guide and M�ir�� C�T'� �c�li�i�� �r�d L�w� r�l�t�d tc� ridq�� ir� IU��ir��. V�/� ar� prc�pc�sing a 10-fc�t v�idth c�nly. Additional resources: �tr��rr��t�t� G. Schedule: Provide detailed timeline of project tasks with anticipated completion dates for the project, including deliverables, likelihood of project success based on support of landowners and public, funding feasibility, technical, financial, and management capacity, and regulatory hurdles. If��nr�rd�d, thi� pr�j��t �nr��ld b� ��r��tr��t�d ir� 202 , `Thi� pr�j��t h�� b��r� ir� th� ��pit�l ir�pr�v�r��r�t pl�r� �r�d i� ��h�d�l�d t� b� f�r�d�d ir� J�ly 202 , `Th� pr�j��t i� �r�ly�nrithir� th� �ity Ri ht��f� �y, �r�d th� p�bli� h�� r��t hi�t�ri��lly �pp���d ��Iv�rt �pd�t��, �nrhi�h th� �ity h�� ��r�pl�t�d r��r�y ir� th� p��t ��v�r�l y��r�, `Th� �ity'� Er� ir���rir� �p�rtr��r�t h�� th� t��hr�i��l �bility �r�d ��p��ity t� d��i r�, p�rr�it, r�q���t pr�p���l�, �r�d r��r�� � ��r��tr��ti�r�, Provide all applicable public meeting dates including Town Council or Select Board meeting for the project, for the budgetary approvals of funding, and local match. 11 05/16/2024 24-235 JULY 22,2024 T'hi� pr�j��t �nrill b� r�vi��nr�d by �ity ���r��il Fir��r��� ��r�r�itt�� �r�d �ity ���r��il, Provide any public engagement activities that have occurred to date. I�one. H. Budqet: Provide detailed budget by completing table below. Estimated Cost of Preliminary or Final Design, Engineering, and Infrastructure Project Environmental Permitting $ 10,000 Construction $ 275,000 Construction Engineering and Oversight (CE) $ 10,000 Total Value of Project (add lines 1 through 3) $ 295,000 Sources of Funds Funds from FEMA or Insurance $ 0 Total Cash or In-kind Contributions' $ 100,000 Total funds Ieveraged2 from other sources $ 0 Funds Requested from MaineDOT3 $ 175,000 ' Local Match Contributions: • Local match cash is those funds that are raised and or appropriated by the town. • For Maine Infrastructure Application Fund projects, a minimum match of 5% of total project cost is required. • For Municipal Stream Crossing projects, a minimum$5,000 match is required. 2 Ability to leverage other funds: The benefit to the community is such that other funding sources are being garnered in support of this project. Projects not covered by Federal Emergency Management Agency(FEMA)disaster funds, and that demonstrate that damage is not covered by insurance, where all emergency relief available has been exhausted, will be prioritized. 3 Funds available to be requested from DOT: • For Maine Infrastructure Application Fund projects, applicants may request up to $75,000 to support scoping and design, and $4,000,000 to support match for construction or for direct construction costs. 12 05/16/2024 24-235 JULY 22,2024 • For Municipal Stream Crossing projects, applicants may request up to $200,000. Please detail the source of local match. �ity �f �r� �r t�rr��nr�t�r lltility F�r�d pl�r�r��d f�r Fi���l "Y��r 202 13 05/16/2024 � ��'�,,�, „.ir��i,;,i,V 4` �r, 4 „,. � r�0//i � � � ...... � �� PENJ/aJAWOC STREAM �u� � ✓, W � E S 390 195 0 390 Feet 'i�� , 4 g � � 6 Undefined Undefined Undefined N�'jpi,,�',,;,a,�^�"I,qV� � 7 7 6 � ��� �� �'�;�iii ��� � )F � 1710 Essex<St ��'�'tl,lli I i,,�u'� �,��; � � Le end g � � Bankfull Width .. h � I , �Yi��l��l y�� �i��l fi�i�����ii�ii ' . .�. � ���I����I�' �i����l�i� ��I� ��Y��R���l������� 60 30 0 60 Feet � ' ' w E f, C �� . ,.✓,.;: __...___ _1.J'._'__ 24-235 JULY 22,2024 Bangor_EssexStreet_MSC_Appl ication#1 n "�� �W e,�'; �� ��s}f�„r�t ° 3i � 'k ��' ��III. ,�r �.rd M���p,,7� 9; �"; t �'li �'� ���: � � � � �� , y�� s( �� �� r� i � �x� ��t ��o,., � . .. !t I�q�I��i , °� � � �^ �� i �� '�� � m� ,�P �n � ^� _ ,. ` m u�,�P ��s'�����r;';, ,�"-�� �n��� �� �n n,. w�,�_ �,��;ti�1�",� � ";;�r�'��r�a�y ». �d i�"� ��'1�0 4���u i,i �,�' �A��� f ���,,,� r�'��� �'�� , i tn� b� � ,� �� � r�� ��" a� �� � � : �fk�'1��� � � �� �� , � �I(�dAl"E'.� �/IE'W IY1511�E'E'X15LIY1(�CdA�IIE'I"C'�CYCY�<IYI(�dArJSlI"E'CAYYI. NCYLE'L�'IE'�CAI"(�E'1/CY11�5�'JE'LWE'E'YI L�'IE'SLCYYIE'S W�'IIC�'1 rJCYLE'YILICA���/CI"E'CALE'CAYI dAY1S1'CAfJ�E I"C7CAl�WCA�/CAYII�CI"C7SSIY1(�Sl'I"dACI'dAl"E. � , ��f �dxil� ,i ,�� � ��y 4f��j^7,`�;.. ';,�':('sl�. � ,"!/,�d�„ � .�... .... .. o- � � � �� � , ��i t�/ -! �� : i.„,�h, � ��i;iy, � ,, ",li.�si�urlFl���frfr�t��'x�A � � 4�f��� , rt ��f� � �lr.i�rr(a'J�w� �o. � ���r�l/ry � � Y'f/f� � ���q�� ������ ��Nip . �N� i� � I , �"�iaU S , �. �, �����U ... ��,� ��., �� �� � �s,� ��. , , ,,,.. , 9�r7' „ � y � � �,T�� I��'�If� „ i//%�/� „'' �i� , ' °�;y� ��i�' i1 iii�j�i�� �� �� ` . � ��U N� i��� ����� � r rmr` � � � ��� i% %/ �/ °��� � � � ���/ i�i�yi �„ : � � i i �i i i/i��/ �� � � l ��, �� ��ri r %�/�% ��/%%%��U��J % . ���/���// 1 . ,�,N,P ,�� ��' �'�4� �� G �//� �y i/ %%%����//l . n ��� ���„ � � 1/ ( � ��/�I�'Ii .� �j�����������q� ,�.. � � �� �/ �/l D r! ��q �Er P � � �N� � � (v'� ��/�i i i/�i�j���� � ����� : 4�� � �v � � � �/ ����� %i�%���������iJi i i �M� 4� � � �� ��� �/�I����J�����j���r r, *� 9;�j� P ��`� i. �i� ii � ����/�� ��� ����f�j�� . %�l u "�,s � ��„ I.,; ��� ii//%���I✓/i�%i�����'��%���''�/��r U��%��,/ii �r ��� � � �1/f� �',� �' r� % rr 1 ��f��� , i<i��i; ,��'%��l �����1�����%i%����� ��� � r�t I �f6�'l ��� � �f� ����r����(�F ���1'����J��� ���' , IP, '�� '�#�w/fr%%�/�i ��%�lif�'J����'7��JVr/�� � �1' ��l/%iG����� 1�%f f/f�!°/�� ���� �• �'�" ,�,r��� ��il����/�i/��%1r/�i��������J���'�/���%%�'- �k „ . . .., . . ,. ... �� , , ,f,�,,,,S��K>r� ��- +i,�/i%��l�����1,///l,i�%l/%i�, Y��i, % �I(�dAl"E'.r�/IE'W CY�IYI�E'L 511�E'CY�CdA�IIE'I"L�CACIYI(�CYdA'C'�'JCYdAYII�. NCYLE'�'ICYW L�'IE'S�'ICYdA�I�E'I"�OCJIYIC�'IE'S�0 IYI CAL L�'IE'CI"CY551Y1(�. ���'l15 CI"E'CALE'S CAYI dAY1SCA�E I"C7CAl�WCA�/�C71"YYIC71'C7l"IS1wS,rJEI�ESI'I"ICAYIS, CAYII�C�/C�IS1wS. 24-235 JULY 22,2024 Bangor_EssexStreet_MSC_Appl ication#1 I'I d, � IIV�a � ��� ���({�,��s^�r��Yu��,��;�br�v�r��i i`�`��� p, � ah J� � ���/�e��"�J��{r��frlil�l�i.�(�Y�������i�� ^������ � ��W�P / ��%//i P l �( ��I� '� �il�ug � / ,/l�C�'��9�`� '�"�l�4r �� lr/1 � `,� � �i'i�i���� ,�"�',�r��"��t,�n��' `��rw��� '���� � ' ��� ��� '�� y` I'�u"��,I � � � � r,�y�r/"� �y� ayti7�� ^, ��'���"';�"�'��a������ ����� � fy °i� ���'� � ' �''� ' �� � � � , i � � " ^+ a l o t� i � � " ,� r r �t � �� �� �� „��,� �r' ;� � � � �i � � �� ��r�r� d � t .+ �% �,���4yti� � ����i�' �� r= �� �y'��P��" ,,,-..'�rr �rir„ ` t � ; tl � . „ �,, ��N � ���� � � � � � ��� �� � �� � � � ,r;. ��.i�o�" "� ��' ,"r � � m���� I '� a !��d � � ; w. ���i� i ��,r � �,� I r , � a:�'V�`�' � �� (I ii �. �,y I �;� p ����Jy _o e�' � � ���� II �;� '�� �hi �(��. �� � , F�� hl ' y� �/� f �� d� / q I �� (✓� p�� ,�!t� xfi �� :� / � � � "P"�r;� �y � �a ��. j � � � .u,^Pf i ���,����i �r�i�r�c�,���,�'W Mr ��� � ���� ����+����`h�� � �'�� ��' � . /i � �$ ��l ���"�� �` t v / � �, � �� �� � . � � , �a�i� . �b �n�� � . .,�x��m �I(�dAl"E'.��/IE'W CY�CYdA'C'�E'L 511�E'CY�CdA�IIE'I"L�CACIYI(�CYdA'C'�'JCYdAYII�. NCYLE'L�'IE'�CAI"(�E'1/CYII�CAL L�'IE'I"CYCAI��E'1/E'�,CAYII�L�'IE'�E'CAYIIYI(�CJCY5ILICYYI CY�L�'IE' CCYYI CI"E'L E'. . �_. � ,�� l� � f� i �'��� �!`��u ) � �;/ �:�� u I �� ll �?� � Ac������j�,�qj'�'�Y^����u1� i7��° �r, : 6 �d'�,.rr x �` �x�7'"�� i r ��p � ,iw ,r� � �� 1 il � ,�;Y ��"' ,�„��,,, w � �. a� '� ;���" ,r n �y,�,.��d �i, �, �,��� �a . a �^ ,� j,,.. ���d� �h ��°`qlf�6�;�� ' p�A � ��r� �� r�u;)p"a rvd wt �� di� ��v, � � , � �� ��, ����� ,�� � ��� � , �� ���k� � $ s ,�„ � ,� �� � �-� M' �� � ° � �. a �1r6 �� ' �� r�� �y� � �� � F � � °�`� �� �, � � �»��� � r,, d, r :H� m .�' � ' s r�,,,- ' , �F , �"r {�,� g ��I� r� ;D� . � ����� �a .�I �'"���n a�'�'" �: N r 6�'< � �'7 k��� . ��"��i��� .ip �'�,'"�� � � i r��,;2� � � ��,� ���ur�'` d�v��:Ny�n, �n � � � ���� �b��� ��,, ��?� k,� � � "��,� � ;;.1 p ' .�� k� W � k L ��M/ 1 � . 1 , I ��i ^W f Q v � � l P Y �!i �.i� � �( V ��� � � � ��� �� � ��� / �G �X'N� �;� /<, � � r�� y �; � Itt�rt� i" i 7"'h�'. 4�, �i� �� �� � �� ��„e "�� �w. . . i _ " ... � ' � �'01� ' " � �'' � '6 �-1(�dAl"E�{ I/IEWC7�IYIIEI'SII�E C7�CdAI1/EI"1'. NC71'E 1'�'IE I"ECEYII'rJICACEYI`IEYII'C7�1"IrJI"CArJW�'IEI"E EI"C7SIC7Y1�'ICAl�C7CCdAl7"El�l�dAl"IYI(�CAI"ECEYII'Sl'C7l"YI`I. 24-235 JULY 22,2024 Bangor_EssexStreet_MSC_Appl ication#1 rN� � �4 ,"�,i r�l �'�1: �r'n ��J';e�d�"�t^ ';��?4"�F1Au� �✓'`" �� ���i�.r„�m Yv��,.; i'�+',��";�j�,l,",�'��:1 r'�1i�.r�d�� `ry rtiN�,�"k�� Y�t�NJ G.,..,, ��1° /j��w�rer � „ .w :'`I'Y'�i�k�%�.. � ��...;ie � Grk,,,�.�i ! Pirii �!/�,4 � ,�i „t� ffr�`,i a ,]I�ar � ,�.lb;��.r � .. ��i� v�,n� l ���, `a� d��y� ^'�� r �� .� r �f� /r�,,W�Jii ,�/�, �`�a..'. ��j;���.,'�",� ,/J '�.f'�i', I t, {.f f /��{r... n?i f,� , 4�� µt�b��fYu'YG� � �'�`.�`t �lt�bJ �7N'� "p'�d'7 ��`�k�;��'�ry +�bir ,�.^-"�� ',r� �'-�;, t J,���r�"y"�,�+P'.;. i� . l�l .i � �..��41 �r���''W��.� r ,��y„; ��� �,� �d�+�7!,,'�, �+�*'�+J."�Y4��'c r'� t:r. 'I��i !�`�..�m ���@�d�i .. u ��,, '�,r � iJf:% 17V� s✓�iU,„v a�,�iw? 1i6�1��,;a �i"r f�';.'' p����1wi,:, ar S yi.,d, Tr p✓ t, �I�'q� �Wl:�'-,�£m�"" ��t.,� yy, �44af^ ei�� °i��lr,w.i- S�'�Q Aly✓„�' ��`,�y 9 ' o- ( !; � ,�r�'r v� �,�{y ia,,Y w�c �,-P� , `�i" � r � ur'a �,�prr �� �,+, � � � !r "�,F,"�,�°'���x f i r;i,, a riru; � ,:J �ri m �y'�. r �� ;," �d � ��� "�' �G{it-�, r., i� "�'�4ti� ,ry�r�� s � f'�, .;,.�f�� G s.„�.,���u� . r r ;'fP ,� '� /,Fi 7����;p,,,� r r i' r � �����d��Tf�fl��Y,lr tw �a�j �<�� m �'k' 'i 4� h� � "�.�'� ���`,' � ��rt�":� � 1'r�#�,�. X d� � . f�r r%���u �6�i�1��. a r, ,� r�', .� J fY�, �u� � 1 � ���.,� ,�.:, al��'��f���m"Y��r �'4� t�„"�F��}!� v^��' a� glk � r�Jf� ��� � r �af�1��. P���,� �'i�(F �., r �� �'i rl�' �'���✓f" � ,., � � g;.�+ vb 1'�r y, ��'�;m^:�a.!r�r ,��m y ���� �"�a�fl^����r, �,t„� ���i,. ,�;iy�;"� f'���'�: � �� �,�a4 �° e��i��, � ����y ������"!�"i�..Y fm�ri r�';x:�r ' y�° d���k t� Y"�� �r� ;. f H�' � � '�` � �" �� ' N 1 vr 11 I�� � n �� � � J d �*� � d ��i�P�"�sv � ,�. &���' � W"`f�l�".�� � +' °',�ty �b��1� � �+� 4 �'� � ��9 /�,-^� iwl+�� 'y�" ,�„���i r��i7 r�b�� lr�m,b r � �v,; J 1 �z 4 � ,, ���' ��� � 'p�„�,�w�` �Y��"�4 � � �<� �,� t :� �r �� ,� ,�p� �����;� d "' ��r.,y � n,� 1,��' "�,�*�`fir'."�' :y^+ ��Nwu7.���,i� � :���i� �"'�'�7 � ���� r4%„��� r��„��- ����,��� !�.��r�r � �', o��..npy� �iNyl i �u y `��� f �i,�, `p"'� dh���,! i,��,„p rr�M!r°„�� i �re�9�it�r r;��� ��,4�� h�Xlf�l;� M r� y�;�+ ��'" rre �' 5h, � ��r, {,o�� 5 �f;;u, `t"� � ��'��� � ���`�'�`�a4�9� �:"���"� r� &;��W��`�,,r� 1,���� q� .�,�*� �����`��;��"eXe y� �,s,��n��� ,�.�� p ��Yr`�"1' f1'r^ xiw ., 4 I<fa, M 7 .y�" „yy{�s,� a��.. -=N.✓'��F�,�..� a+, 7 , 4(��ir� ' '7S J@!�, a'N��`I, � Mw'��is,�,a,p ��,✓��r. t ,1 �V�q �., � . i � "` �,�„����� � k�' '��'� : w �'`""�i �.�.�' � ��� ,!�'� � ��� �V �t�"�,����� . �P' l � 0 4 �, n i � r ti r � a F R �;p � i�' 1 �� N r i i F�� '" �I�-� �'ri�d ����'P P � .4�G� �+� � � �,;t a�� � p �^b ��. � � � � aN �C ti�'�x,,arr u 1 t��Ea`�,� �� 41�� � y��P��� 0 . � - � ,y� ��.� � '�� �`"��`���,"�n'u��.`�"'�h��+�r �"t���� �k ;����'t "�:� � q� �'�ba�r";� , �, !�% ��;'� s� I { �� .. �t� ��� �'u� m� �&;���'��^rm�"�i'� �."`�� '�C'� �7i �'��d�* a � ' '�� q �� ��' ��� m �u �' a d tii�w ,,� ! f r � � W�7'�� '�� � i'1 � vr�r a ��iV�,�� ��� ���� ,w�l�; are.; `�� �m+'�y'� P � p.. �'� a � 9 � ,w�,vr�,+ni xu �`�m.q� ,�aI b. � �„� � . � z �`•, r+ """""u .;��'� p'��,��� �"�� r,�,� �. � ��:e���l�^'��'�� �"�M��� �+"'�Ir ��„., �� ..' � � 4�, � rf � t e M1 �^r�� � ��"�°C'� f�a'yi+�� � i� � � .;�k ��rar,�� r�� n w � .��"�! �1�� rt �� � � � �� ����t��� ��� �( � � � 9 i � � ��,� f�. a N`r b ��f��� �� �� ��, � �� � ���I� � �D '�✓ � �� �'��M,..��5�� a,: � r�� � � °� a� ° ������� � S� .� a, � ��.. �p�. r � R�^,�q;��I �nm '9 rn �, �W * : uw t s 4k�'�Ps '�� �'�� 7 p c � � � � "� � , � � �� „ � ��� � �� ; � A � ��� i t� ,. �a• s � � ��,�� �� �,� � � ` '° � r ,r!'�F� °�P� ���� � � s �� � '� ��� � a�� ; 9, �"�� k r � �� � �` �i; y��� r � � r� ;. y �f y �. J� 8�� ;8 . � 1 . � f �f�� i�y( � ��C I � �j^�"r xa,w r��F N � t,^� til� v'� ��`J � «, �.. � � � tl a 0 ,� � ° ' ����'�'�. � �". d �rr � wN! � � �9�,'��'���r P� ����' 9iw� ! ro' �' , �ry � w � �h�° � d p�,�� f �'y��' ��;�� �.���, �.iy: ..i �� � � �, � i S d ��� � ,. � m��� F����A������ �� , � � �%y��l���r�i��p1���m + � ����,.� ° '��{'�r ,,,"�m. � ,r��M.w��.. �. �� ��_ . . � �kl'af,,,.„�„�'.� �3�mss . � .,�. �,-� '�,���^� ,:,. �I(�dAl"E'��/IE'W�CYCY�<IYI(�dArJSlI"E'CAYYI�l"CYYYI IYI�E'L. NCYLE'�'ICYW L�'IE'LCYrJCY(�l"CArJ�'1�/15 1/E'I"�/��CAL, CAYII�L�'IE'SLl"E'CAYYI C�'ICAYIYIE'�15YICYL WE'��l�E'�IYIE'l�. -,x��[� �ta �a„� ii ,� 4 n�i,Y � �4p c,"�^ i�ai��+'� -.. '�"�'` �r' a����ePih'f � /���s�JR I y.`�,f ��' � �it`t� W�'��o t °a i;'�1 ��":1,����' ^e 'Y Y%�%s ..� �� q��� G � .re� 4��XN,! 5r��r '� ���°�� I V ��,"p�},y,�af� l�'�. �'1 �"u'''�t,:q 7' ��w��.. � i�l,y.����°�` ii'io y �✓���M pf �i ��:�� � �. �d�;` ,r r� �ii� ��a� � r �^�4, ii���i°� �° �� ��"�: ; � �,���r f� �� �'���i � � � �, ,;,�� e, ,R�^„�.,�t! k'��� � �y� �„��I"uj�i P�` „�r ��w�^'!�(q��� 1> vi ;;� � �,y 9rl+�i� ;� � ���e v � ''�����:;' � �J.�., �7�,� � ,�1 , ��' �''�' �"� �� A� ��f��,,�.. q,����';��k��+'ai�yi l�du'�,��, j���8�.,���., i�,��+ `'. � �'4"�M ,,�p �� Y� a��a ;�.� 5� ;'X�/ � "" / :f�'r�� ; 5f °� +�"� '-i'" �! 't r i9'��� �pIN„ t� G � :?3�N�'��p�s.:�„�""°ba� J���+I t� l � r� ��;��+ "���f � .n°,�`` P ��, �� � �: ,��' =�-��r� 1�� � �iu'�Y?�y��a�rr�"hf1�l�� „� �, (° .4 I:Yer '� ;�;��"wRV .5��J�`.e>:i" �. °�u��,,��^ .�'�r�`I u�' P�;iQc. n�Yi � �?s (� t .:�'s(�'�d�k� ("� ��x �y �,4� � i �'�(I�r,� �"�u d Y(i �n�,y � � 9 d�1 Y�<'' � �Ef y �� "���d `�',�`��r.. I aU, r'Si � Y �d°��� "'��i� �,+r�i:�u �W d y�� , �� ���, r' �� �1�i��'��. � � "w� ���n,mr��`�3r ��r ; ` .�.:m�,�" ��. � ,��r�� H rf ��1 w "� �tir i � �, �i �i��n ; 6��, � ,�"�N�"� k ��� � ,r �'� .��'� `� " , a�il� r "����-�Y ,� D '� �,.� �'"'y rt���' � � � � �.u� �� 9�/ y i i �„ � � . '�b'''x� � q �j� l a� r �;�� "'r �'� i p� �� gfi„ � ir'� � � y � iff ;� r' ...� I r � i f „,,a�� �. F � ��` r urv` ,b r,�w`��`� � ii� � � fi �""�� ���"" ��� ���"� � � � � r " "� � ",a✓f P � � ��� i a.� �� 6 u�e k � � �� �"' d �� ��i � � �^ � � �� h1 y � � P� 2 ,„� 'N�� �,�r Y� �!1�t�.�rY'M"�.rs ^ . '°� g '�� IN v� �, �C ' �� r v -:�' aU �ra �,i � 1 � �� � � r i��� 4 � �/I�aya t P�'� �? � ri#` i � ',�'-,;,�d� �r � . �iY �W/rad�`4 I� I � 1 P 9""��ri � �r',�x„� � 1 � � 1 *" �y,�� ," x�� � � i r � "�� 4 i � � -r��:�� �a ����^�� r, �,� r����" ,��� '�� `' ,� � � ^%� ti� , � � � � � ,���� � ,��f-� u.'iUk+ � �?w� 4���✓nt�;�q�„�'���,rw� � � Yb �',�� bS}Y! ir f �,q�",�� ;v tl �' �;r ''" ��� �,�� ,�... � � �� ��(�,�� �'P � �,�' ,�n �r2 '�i�a�q g �w�',. � ','!�s �„ �+��a' Mr�'^ � � e��" ✓ i d�; r % � (Ii 5"��7 w,�"w�,w� r P to 1��"`� �� �x P�r ;6� , �; r .���,,�" Vy.'' �� '�„ ��,!" � w� f"`�a � �'Y ' �""'+�'�,���,� S1� � �� +�w d��a�� �dW + � ;'� � �� a r� i 4 ;h^w �" d � , � u r , s P :e��.' � � ���8 '�� tl +t y i9q �I,i ?� 1'wr �;�4 �x� N � � i �' �,�a'y �c�w�Zr � v� � +tr „( �� �i�� "�" 'r �c m�"� �"��� ' ��''� ��� u�r �," ' � Caw �ul'�.+�, u+�� ✓���(i�'v,�r��'k r,�' h�����`� i���l ��t�' �'��i� i � '���i!'. . .�f / �y r,k' ��� +� rv�� r L'ml I ^�"�+�i � ��'i�'wy��1 t� �� �'�� �!�y �1+�"�, ' r �,?�+�,� j., '�'�'n p i�� r �� P� �2e'Y � ��"°, � 4����,�n�% �'��S ��r r�� i �"s ?�y���i ���j^'"��� `}��'��r�'�v������� � . Lfi�� � ��'��'�" � a ��'� q � ��(� -v��� ��aa �'i i i ��iM�i,� �,I„�,�"'�KI r� �v � �l } � �� � lu�`e�k � �� ii g r'„, �i� "�,,; wn"�� "�c� r I �� ��+u r� � ��hD�°',�op,�������y'�"� �ay N�`�`�"�,rr�� � ��' � i ���, r`, `�� ����`�' t� �� •� i I �� �a�iµ�� v� � �pi �px��! ���4 r d � ^� �, �1's 't ^e � ����tr �'��p�{��*Y n4�F ���,� ��''�j� 1�"�Cv,,�� I ���,; � . � �� � i y( l• �'��'������ '���r �a m'�, " bl „ P �� ,�°�"�� �)�� � 4 i ���� 0 Q ��� � �� � �r�� � 4� �nm �� � � � k � � � � � �` � � ' � , F���� �a h � � u r� r ' ��a ��''a �' �� '� �t r r w �i� Poi�� � � ' w � » � � ��� ��� � �'� � ��s�'�� /� � �"„,��"k ��_+�wr o- � ,„����� i, � ,� ��� � �' pr��r n� �� �+�s ,� �I r� . �, ' d ��J �m u� i� � ��tl�� ��' �' � � ��� �o��� �� ��� ��� I 'f s ������ ������ �� � �� � � �V, �i � ��� � � ��� a ��r ' a�r� r �r� �' �� �� �; �, ,�du. �ar r, � '��; %' �i �� ,���u�"�w �sd`�dY�'r�''�u , . � woa ,. 'w` �, .. � , .. , ., . .. , s��, , ., Ir,< �-1(�dAl"E���/IEW�C7C7�CIY1(�l�C7WY1S1'I"ECAYYI�I"C7YY1 C7dA1'�E1'SII�E C7�CdA�1/EI"f'. 24-235 JULY 22,2024 Bangor_EssexStreet_MSC_Appl ication#1 + ' 'A � � ��f I l 5 �� yl��l,� g� "P� "& �@" 1^'y .'� Mr,.!' �� � ; �r y�� r� �1�:m j ��� � �l '� 1�W �� � �f� � � q , . ry,� � �ll^' $ � �� r��d/'i L '` r .i Ati�9' '' � � ur; �"���� �� p � �,d � ��d � °/p�� � wp�Gilx �r� � � � � �i �` � +� �� a t 1 d�y �'tl r �;zr�� i i � t� �. E y�,. ;re ��^ , ryn„�r i"�r� i� Y-, i�� � �� �������'^� ��'� ��.,� ��� i � ,��'� �t � 3 qs i �, lA � 17 PI tk� W . �Aa I ✓ d, � R4�k� :�a'' � ��. 1 4� � ��Y� ,P�� `�'��jj�y, GY �,:..�, t �^q� � ��.� �..�' e >> 4s� 2 l 1 !�g�r�,���� ; �� N�� la�1'��"�^ ��C x��Y��.�y� �r r�� N t{ 4"Y 1�" � 7 � r 1 �'Y i� u9�� ��, .�� �� i� ���o��t i�. ��� ���/ i�� ���p„�,,, ��i�, � � ���^' �tl��',�IIJ' ��n �'�,v r�� !y � h I d+r� � r e. 'V . f �o;�i'� y S � ) ,� �.� �'i� � ��7 ��'i i.� '� t� ,� r ' � tl�� il i ...',� i i K � r �� ° ti �' =p. y ,(� �,. r a � � � � �h° f ; ���� ,'r � `��Z'��` %�" ��`i � � � /�y,���'���i�'`�� �G �� I i /� u i � E ux ��%r� ��i ;i. !u�� ;��,�. r�Uir�fj'���1����r�.i�'�+�"��iI�N�✓��,i�tip/d"a �r��i�' i�r ������'�° a r�1, y ��!� � �° � '� �,� r��` a'� �" � M � . , w,m ... ,� u�.��� ��„ �ja���� al .., � � �" � ��� �� ,. � �" w��� � � �il'i',., ) ,,, �r., ,� , � � ,,. , ��, . , ,. '�u,., J�"' . �P��I�n<�°���k � . �I(�dAl"E'��/IE'W�CYCY�<IYI(�I�CYWY15ll"E'CAYYI CArJrJI"CYXIYYICALE'��/.���)I�CYWY15ll"E'CAYYI CY�CI"CY551Y1(�. NCYLE'L�'IE'YYIdA�'C'IrJ�E'C�'ICAYIYIE'�5 CY�L�'IE'SLl"E'CAYYI L�'ICAL 15 c�ecrrncrr�Picrlcrc�ically ac�jdestinc�. �.-.,, i i �� 7f1 �,o ,r, %Fyir 4�%ni di/i�l��vlG J�r��hlryi��J� � / � ?� f �� � li7l/� ��1� �%l�����ihi�J,- �`�. �� � � r ✓i��j���P ���j , ; ,f,r � ,�lf�J����r rft�✓'���y�T;�( �a � � r � ` r �iy ;� �rr � �f ��'��/� ��r�gk, e �� r � � i� 1� /i (J.il,�,� �� �� ° r„ �;i �J� i �M�)l � r, �; „ , „ . , , .,. � Niy� � a,��� �e/ f�J , ' .1 V ��,�� t ri�,�F� i �U � ��/� p����� �WY )Wf �� ��Y j//��� � � N�� � � ` �� ; 6��a1� n, Ui� .. � �� �ry �. � r /1� � � � � � �� :t7 ��� „/%%1 '�, ��/ r � /, ,, ; ��� � 1�/��� % '�/ri' , r- ' J� �- � ' .�'//�!�v°i�,w"�'i� � r", J'�j�`����� J�4 r , �Y�� r�([,����; �i�!�%�i�� � 6 J ���flii�u� J�// // Y�. .J //�// f� ///��/(��% C:9 I/r � /k�4 , A ����1�^�� y �I H�i�'. 1$ ,0/1 ��j/( ��1 �������/J f . .�� ( ;�� h �{"IU 5��f/f//���/Ir � �d µ /P I I �� I � �l/�t W��YJ� ��lf� �� Y,� rl �,�r i� �✓,r�, � ��i. J� i,l ,% //�"%J� wr(II� . ��`�iw!�.. . �. l( d�%�% �1 .rt�l,r�ilil;� �� fFN�e ,i,`�� .. � �A� �-1(�dAl"E$I/IEWC7�IYIIEI'SII�E C7�CdAI1/EI"1'IC7C7ICIY1(�l�C7WSY11'I"ECAYYI � /;/:. I • ��r � ENGINEERING �EPARTMENT rei9(2oM)992— ,y.... B oaa0� �� a25o ..�N� N�_i� _.-� �" b ��' � }���17IdII�IV��! II� �uu���Hu«�������� iuiid i�i ���� ;� GRAPHIL SCALE I j��I PL/`�IV PROPOSED ROADWAV EXISTING ROADWAV RECONSIFUC�ION m�� 'I950 '—� �� �3 ¢ & _._—..._... —— � � �.�5,^e � �— —— ————— — _____ e�,$ 1ING �WAY GRADE 185.00 F Z aaaaoseo cn1cH W J ensiNs � oxcREa������Rr � PROFILE V � ,E W �oN�RE,E aox����R, g � o a �°R,��A�"`,�-s w �z �AR�E rA � � SiREAM BANKS O � �O � MAINE�Oi TYPE"D" W GRAVEL SiREAMBE� a J Z W 7 (n r U a ¢ a a a ya W Y x� U� TYPICAL CULVERT SECTION y g � � S�A�E—, —� w m U Q C1 11/12/21, 1131 AM StreamStats 24-235 JULY 22,2024 StreamStats Report Region ID: ME Workspace ID: ME20211112162656914000 Clicked Point (Latitude, Longitude): 44.85952, -68.77486 Time: 2021-1 1-12 1 1:27:18 -0500 � � jt� )� ��,�� �����. .�- i,� ,��,����, 4�- �� i',��� ;� , � ,�. �� ,� � e r . ... .. „a' ';r�n,� f�r i,i is � l r„ J � ,,,, �' , '� ,, , . ,� ;,,;" �' ';, i�� � �;" „ , .. �r i� � . . '` !i , f' ,% � ps ,. ,,;,,,, �' ..t . �. . i i %, i, �' J.� .. .. ... .. l,f � �; .. ..—,,;',.�",",'.,; .. v -^ ff.; /. .e ,,;;(� �� /y ,,.;:.. %'- % . . � �ry J,i - � �.;� �� . ,�n f� '` �.: .�w�`'�" dtlWY"a 4 .. . .. " ��^�,o, �, � q��� nY� r � ; ;;rr" u•�re a , „ �N..p�,' r;, � < + , „�,� ,� i, j14: � J i, � v,'„ � i,�� � >�l` �1 � . � �V����V������ �.l i �'�, ���� ,1 f n � �,,' ,�� �, %I ,. �'s s e � r f �� ' I II, �� ! �' �� I i„ -,. ;;� � r 'o,,,_N � �i Jr � . , �.,,,,,,. PuJ� � .. 1;I . "� �" '�-d��"�^���, f;� . ... ,i J.. ,. i, € . € ; .; �� � f II 1, Cti�N ;i 'i _, ���� �� ����° � t t �� ,yt ��� """`�' �.rr ,;iv„ i, � � y <% _ ,, � -, ;, ,'�= �:tG ��l�:Y . ,'� ' . , � �°:°ti. . ,:�i"w, ���'.0 ." .. � . — 1 Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 0.57 square miles 124H2Y Maximum 24-hour precipitation that occurs on average once in 2.73 inches 2 years - Equivalent to precipitation intensity index STORAGE Percentage of area of storage (lakes ponds reservoirs 30.041 percent wetlands) 124H5Y Maximum 24-hour precipitation that occurs on average once in 3.33 inches 5 years https://streamstats.usgs.gov/ss/ 1/6 11/12/21, 1131 AM StreamStats 24-235 JULY 22,2024 Parameter Code Parameter Description Value Unit 124H10Y Maximum 24-hour precipitation that occurs on average once in 3.83 inches 10 years 124H25Y Maximum 24-hour precipitation that occurs on average once in 4.52 inches 25 years 124H50Y Maximum 24-hour precipitation that occurs on average once in 5.05 inches 50 years 124H100Y Maximum 24-hour precipitation that occurs on average once in 5.59 inches 100 years 124H2O0Y Maximum 24-hour precipitation that occurs on average once in 6.14 inches 200 years 124H500Y Maximum 24-hour precipitation that occurs on average once in 6.89 inches 500 years Peak-Flow Statistics Parameters [Statewide multiparameter peakflows SIR 2020 5092] Parameter Min Max Code Parameter Name Value Units Limit Limit DRNAREA Drainage Area 0.57 square 0.26 5680 miles 124H2Y 24 Hour 2 Year Precipitation 2.73 inches 1.92 4.17 STORAGE Percent Storage 30.041 '' percent 0 29.4 124H5Y 24 Hour 5 Year Precipitation 3.33 inches 2.48 5.38 124H10Y 24 Hour 10 Year Precipitation 3.83 inches 2.84 6.38 124H25Y 24 Hour 25 Year Precipitation 4.52 inches 3.3 7.75 124H50Y 24 Hour 50 Year Precipitation 5.05 inches 3.65 8.79 124H100Y 24 Hour 100 Year 5.59 inches 3.99 9.88 Precipitation 124H2O0Y 24 Hour 200 YearPrecipitation 6.14 inches 5.26 11.1 124H500Y 24 Hour 500 Year 6.89 inches 5.95 13.1 Precipitation Peak-Flow Statistics Disclaimers [Statewide multiparameter peakflows SIR 2020 5092] https://streamstats.usgs.gov/ss/ 2/6 11/12/21, 1131 AM StreamStats 24-235 .�ULY 22,�2024 C}ne 4r mare �f the parameters is outside the suggested range. Estimates were extrapolated with unknown errors �'� Peak-Flow Statistics Flow Report [Statewide multiparameter peakflows SIR 2020 5092] Statistic Value Unit 50-percent AEP flood 9.82 ft"3/s 20-percent AEP flood 14.9 ft"3/s 10-percent AEP flood 18.6 ft"3/s 4-percent AEP flood 23.6 ft"3/s 2-percent AEP flood 27.4 ft"3/s 1-percent AEP flood 31 .6 ft"3/s 0.5-percent AEP flood 37 ft"3/s 0.2-percent AEP flood 43.2 ft"3/s Peak-Flow Statistics Citations Lombard, P.J., and Hodgkins, G.A.,2020, Estimating flood magnitude and frequency on gaged and ungaged streams in Maine: U.S. Geological Survey Scientific Investigations Report 2020-5092, 56 p. (https://doi.org/10.3133/sir20205092) Bankfull Statistics Parameters [Central and Coastal Bankfull 2004 5042] Parameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 0.57 ' square miles 2.92 298 Bankfull Statistics Parameters [Appalachian Highlands D Bieger 2015] Parameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 0.57 square miles 0.07722 940.1535 Bankfull Statistics Parameters [New England P Bieger 2015] Parameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 0.57 ' square miles 3.799224 138.999861 Bankfull Statistics Parameters [USA Bieger 2015] https://streamstats.usgs.gov/ss/ 3/6 11/12/21, 1131 AM StreamStats 24-235 JULY 22L2024 Parameter Code Parameter Name Value Units Min Limit Max Limit DRNAREA Drainage Area 0.57 square miles 0.07722 59927.7393 Bankfull Statistics Disclaimers [Central and Coastal Bankfull 2004 5042] C}ne 4r mare �f the parameters is outside the suggested range. Estimates were extrapolated with unknown errors �'� Bankfull Statistics Flow Report [Central and Coastal Bankfull 2004 5042] Statistic Value Unit Bankfull Streamflow 2.88 ft"3/s Bankfull Width 5.73 ft Bankfull Depth 0.491 ft Bankfull Area 2.81 ft"2 Bankfull Statistics Flow Report [Appalachian Highlands D Bieger 2015] Statistic Value Unit Bieger_D_channel_width 12 ft Bieger_D_channel_depth 0.954 ft Bieger_D_channel_cross_sectional_area 11.6 ft"2 Bankfull Statistics Disclaimers [New England P Bieger 2015] C}ne 4r mare �f the parameters is outside the suggested range. Estimates were extrapolated with unknown errors �'� Bankfull Statistics Flow Report [New England P Bieger 2015] Statistic Value Unit Bieger_P_channel_width 21.6 ft Bieger_P_channel_depth 1 .22 ft Bieger_P_channel_cross_sectional_area 26 ft"2 Bankfull Statistics Flow Report [USA Bieger 2015] Statistic Value Unit Bieger_USA_channel_width 10.2 ft https://streamstats.usgs.gov/ss/ 4/6 11/12/21, 1131 AM StreamStats 24-235 JULY 22 2024 Statistic Value �Jnit Bieger_USA_channel_depth 1 .07 ft Bieger_USA_channel_cross_sectional_area 12.6 ft"2 Bankfull Statistics Flow Report [Area-Averaged] Statistic Value Unit Bankfull Streamflow 2.88 ft"3/s Bankfull Width 5.73 ft Bankfull Depth 0.491 ft Bankfull Area 2.81 ft"2 Bieger_D_channel_width 12 ft Bieger_D_channel_depth 0.954 ft Bieger_D_channel_cross_sectional_area 11.6 ft"2 Bieger_P_channel_width 21.6 ft Bieger_P_channel_depth 1 .22 ft Bieger_P_channel_cross_sectional_area 26 ft"2 Bieger_USA_channel_width 10.2 ft Bieger_USA_channel_depth 1 .07 ft Bieger_USA_channel_cross_sectional_area 12.6 ft"2 Bankfull Statistics Citations Dudley, R.W.,2004, Hydraulic-Geometry Relations for Rivers in Coastal and Central Maine: U.S. Geological Survey Scientific Investigations Report 2004-5042, 30 p (http://pubs.usgs.gov/sir/2004/5042/pdf/sir2004-5042.pdf) Bieger, Katrin; Rathjens, Hendrik; Allen, Peter M.; and Arnold, Jeffrey G.,2015, Development and Evaluation of Bankfull Hydraulic Geometry Relationships for the Physiographic Regions of the United States, Publications from USDA-ARS / UNL Faculty, 17p. (https://digitalcommons.unl.edu/usdaarsfacpub/1515? utm_source=digitalcommons.unl.edu°io2Fusdaarsfacpub°io2F1515&utm_medium=PDF&utm_can USGS Data Disclaimer: Unless otherwise stated,all data,metadata and related materials are considered to satisfy the quality standards relative to the purpose for which the data were collected.Although these data and associated metadata have been reviewed for accuracy and completeness and approved for release by the U.S.Geological Survey(USGS),no warranty expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor shall the act of distribution constitute any such warranty. https://streamstats.usgs.gov/ss/ 5/6 11/12/21, 1131 AM StreamStats 24-235 JULY 22,2024 USGS Software Disclaimer:This software has been approved for release by the U.S.Geological Survey(USGS).Although the software has been subjected to rigorous review,the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty,expressed or implied,is made by the USGS or the U.S.Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software is released on condition that neither the USGS nor the U.S.Government shall be held liable for any damages resulting from its authorized or unauthorized use. USGS Product Names Disclaimer:Any use of trade,firm,or product names is for descriptive purposes only and does not imply endorsement by the U.S.Government. Application Version: 4.6.2 StreamStats Services Version: 1.2.22 NSS Services Version: 2.1.2 https://streamstats.usgs.gov/ss/ 6/6 �� 1,����-�c��° 24-235 JULY 22,2024 Hydraulic Capacity Check— Box Cul�ert This procedure estimates the box culvert open rise Ro needed to meet th� hydraulic standard Hw/Ro afi Qlno. ln most cases, a minimum box rise of R = 8' (Ro= 6', as�uming 2' streamb�d) should be used for constructability, regardless of calculations; R= 6' ar 7' may be necessary and is acceptab[e. When using Bankfull sizing for the box span (width) S, it rarely necessary to go taller than R= 8' (assumir�g 2' streambed). Procedure hy Calcula�ion: 1. M�asure Bankfiull Width (BFW) in the field. If ineasurement is una�ai[able, use` cafculated value BFW��i�= 10.58 x Awso.a3 : gFW = .t�� =S (BFW rs the culvert 5pan (width) "S"used in the calculations belaw) 2. Obtain Qloo from StreamStats : 4�.o�= 7�'� 3. Calculate normalized flow Q* = Q1oo/{Sx x(32.2 x S)l�Z } : Q* _ �� ���' 4. Calculate rise ratio "r" for Q* �alue : r = _ ���� r= 1.682 x Q*0�66� 5. Calculate hydraulic apen rise Ro=S x r = x Ra= �'`�`� N�'� �t�ut,$����� 6. Use larg�r of Ro or 6' : Ra= 7. Add streambed thickness ds to get culvert rise R R = � a"�� (R= Rfl� ds; ds=2' is a good preliminary va[ue) 8. BFW Span sizing multiplier: S= 1.2 x BFW S= �'���' 9. Round cakulated sizes to common box dimensions (S x R) : S � x R � �� �� - � �k� �[�,63�' x ��Z��. �e �,��) 'rz� � �1.� � ��.�3� � {.�.t������''�" � � 3I,� � ��.6�� � �.��t 7 � 3�4 6 I�y����-�� � ��.���� ,W � �,6 / �y Z , ���1 . p 0���� � v,�6� � , � =- I� 6� �- � �. �� l ���t� � ����`� � � �.�.��s _ __ _ _ 24-235 JULY 22,2024 Essex Street past Fox Hollow Item# Decription Unit Quantity Bid Price Est Total bid est. 2 traffic control LS 1 25000 25000 3 Flagger Hour MH 600 45 27000 4 10*5 concrete box culvert LF 56 2000 112000 5 4 foot Catch Basin EA 4 5500 22000 6 12 inch HDPE pipe LF 40 120 4800 7 Remove/reclaim existing Pavement SY 800 9 7200 8 MDOT Gravel Type D CY 440 40 17600 9 MDOT Gravel Type A CY 175 50 8750 10 19 MM HMA TON 156 150 23400 11 1.25 MM HMA TON 131 150 19650 12 Maintenance of Stream flows LS 1 15000 15000 13 Ditch Restoration/stabilization LS 1 10000 10000 14 Erosion Control LS 1 4000 4000 Subtotal 267400 1 Mobilization(3%) LS 1 8022 8022 Total with Mob 275422 Contingency 10% 27542.2 Inspection 5000 Design Eng. 5000 Total Estimate 312964.2 Maine Department Of Transportation - Traffic Engineering,Crash Records Section 24-235 JULY 22,2024 Crash Summary II - Characteristics . . . Month 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Total JANUARY 0 0 0 0 0 1 1 1 1 1 5 FEBRUARY 0 0 0 0 0 0 0 1 0 0 1 MARCH 0 0 0 0 1 0 1 1 1 0 4 APRIL 0 0 0 0 0 1 0 0 0 0 1 MAY 0 0 1 0 0 1 0 0 0 0 2 JUNE 0 1 1 0 0 0 0 0 0 0 2 JULY 0 0 0 0 0 0 1 0 0 0 1 AUGUST 0 1 0 0 0 0 1 0 0 1 3 SEPTEMBER 1 0 0 0 0 0 0 0 0 0 1 OCTOBER 0 0 0 0 1 0 1 0 0 1 3 NOVEMBER 0 1 0 0 0 2 1 0 1 0 5 DECEMBER 2 0 0 1 1 0 3 0 0 0 7 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................. ............................................................................................................................................................................................................................................................................................................................................................................................................................................................. Total 3 3 2 1 3 5 9 3 3 3 35 Report is limited to the last 10 years of data. Page 9 of 68 on 1/15/2019,727 AM IN CITY COUNCIL JULY 22, 2024 CR 24-235 Passed �����:,w�,��° '" .�� ��°,„�,��"���,°��*°.������ �� CITY CLERK