SAXON PARTNERS (applicant) and ALFRED P. LORALEE S. WEST ...

AGENDA PLANNING BOARD APRIL 13, 2020

AGENDA ITEM #4A NEW APPLICATIONS - COMPLETENESS REVIEW ONLY:

SAXON PARTNERS (applicant) and

ALFRED P. & LORALEE S. WEST

(property owners), 343 MOUNT SUPPORT ROAD

(Tax Map 24, Lot 1 ), zoned R-1 & RL-3

PB2020-11-SPR

I CITY OF LEBANON ~ PLANNING & DEVELOPMENT I

PLANNING BOARD April 13, 2020 Meeting

Staff Memorandum - #PB2020-11-SPR

APPLICATION INFORMATION

Agenda Item: 4.A

Application JD#: #PB2020-11-SPR

Application Type: Site Plan Review for a 250-unit multi-family residential development

Property Location & Tax Map: 343 Mount Support Road (Tax Map 24, Lot 1)

Property Owners: Alfred P. & Loralee S. West

Applicant: Saxon Partners

Property Size {per City Assessor): +/-75 acres

Future Land Use Map: Residential - High and Rural

Zoning District: Residential One (R-1) and Rural Lands Three (RL-3)

Overlay Districts: Wetlands Conservation District

Existing Improvements and Use: 3,942 sq. ft. (gross) one-family dwelling and miscellaneous accessory structures

Proposed Improvements and Use: Redevelopment of property to construct a 250-unit multi-family dwelling with associated site improvements

LEGAL NOTICE

SAXON PARTNERS (applicant) and ALFRED P. & LORALEE S. WEST (property owners), 343 MOUNT SUPPORT ROAD (Tax Map 24, Lot 1 ), zoned R-1 & RL-3: Request for Site Plan Review to construct a proposed multi-family complex consisting of 250 dwelling units, together with parking, utilities, landscaping, access, and other related site improvements. #PB2020-11-SPR

PLANS AND APPLICATION MATERIALS

► Application form

► Letter from VHB dated March 9, 2020 (project description; 3 pages)

► Application for Waivers (2 pages)

► Site Plan Review Regulations Technical Checklist (10 pages)

► Excerpt from plan set titled 'The Marek at Lebanon, NH, 343 Mount Support Road , Lebanon, Grafton County, New Hampshire" prepared by VHB, dated March 9, 2020, VHB Project: 52616.00 (Sheets 1, 3, and 4 of 23)

On file at the Planning & Development Department and available for review upon request:

► Memo to Donald Smith, Saxon Partners, from Jason R. Plourde, P.E., VHB, dated February 28, 2020 (traffic impact assessment)

► Drainage report titled "The Marek at Lebanon, NH, 343 Mount Support Road, Lebanon, New Hampshire," prepared for Saxon Partners, dated March 9, 2020.

► Plan set titled "The Marek at Lebanon, NH, 343 Mount Support Road, Lebanon, Grafton County, New Hampshire" prepared by VHB, dated March 9, 2020, VHB Project: 52616.00 (23 Sheets)

51 NORTH PARK STREET, LEBANON, NEW HAMPSHIRE 03766 TEL: 603-448-1457 FAX: 603-442-6141 WWW.LEBANONNH.GOV

STAFF MEMORANDUM #PB2020-11-SPR

343 Mount Support Road (Tax Map 24, Lot 1) April 13, 2020 Meeting

Page 2 of 2

COMPLETENESS REVIEW & STAFF COMMENTS

In order to accept jurisdiction and commence review of the applicant's proposal , the Planning Board must first determine that the application is complete. NH RSA 676:4, l(c)(1). The Planning & Development Department has reviewed the application in accordance with the Lebanon Site Plan Review Regulations , has made a preliminary determination that the applicant's requested waivers meet the standards of Section 7.1 ("Waiver of Regulations") of the Site Plan Review Regulations, and recommends that the Board find that the application is complete enough to accept jurisdiction and to commence review.

However, prior to making a completeness determination, staff recommends that the Board first consider the Applicant's waiver requests from the submission requirements of Article V of the Site Plan Review Regulations. If the Board denies any such waiver request, a finding that the application is incomplete would then be appropriate. As described in the attached Application for Waivers, the applicant has requested waivers from the following site plan submission requirements:

• Section 5.1.E. 7 - requiring the plans shape, size, height, and location of all existing structures, located on the site and within 200 feet of the site

• Section 5.1.E.15 - requiring the plans to show all calculations for square footage of perimeter landscaping

• Section 5.1.E.16 - requiring that the plan depict all existing and proposed surface and subsurface storm drainage facilities with 200 feet of the site

Staff has identified additional requirements of the Site Plan Review Regulations from which the applicant requires a waiver, and has asked the applicant to provide a written request for each:

• Section 5.1.E.5 - requiring a current survey of the property certified by a land surveyor licensed in New Hampshire

• Section 5.1.E.9 - requiring the plans to the use of abutting properties and the location of driveways within 200 feet

If the Board deems the application complete, the public hearing will be held at the next regular meeting of the Planning Board to be held on May 11, 2020.

Attachments

cc: Saxon Partners (via e-mail) David Fenstermacher, P.E., VHB (via e-mail) Alfred P. & Loralee S. West File

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51 NORTH PARK STREET, LEBANON, NEW HAMPSHIRE 03766 TEL: 603-448-1457 FAX: 603-442-6141 WWW.LEBANONNH .GOV

CITY OF LEBANON APPLICATION FOR

SPECIAL EXCEPTION □ Ix] SITE PLAN REVIEW

VARIANCE □ □ SUBDIVISION

MOTION FOR REHEARING □ □ LOT LINE ADJUSTMENT

APPEAL OF AN ADMIN. DECISION □ □ CONDITIONAL USE PERMIT

I D 0TH ER I PROPERTY OWNER (APPLICANT):

NAME: Alfred P. West Jr. & Loralee S. West TEL.#:

MAILING ADDRESS: 12 Greenbriar Lane, Paoli, PA 19301

E-MAIL ADDRESS:

CO-APPLICANT, AGENT, OR LESSEE:

NAME: Saxon Partners TEL.#: 781-875-3300

MAILING ADDRESS: 25 Recreation Park Drive, Suite 204, Hingham, MA 02043

E-MAIL ADDRESS: [email protected]

PROJECT LOCATION:

TAX MAP#: 24 LOT#: 1 PLOT#: ZONE: R-1 . STREET ADDRESS OF PROJECT: 343 Mt. Support Road

IS THIS PROPERTY LOCATED IN THE: WETLANDS IZI YES □ NO HISTORIC DISTRICT □ YES 00 NO

FLOOD PLAIN □ YES ~ NO

SCOPE OF PROJECT:

Saxon Partners is proposinq the construction of a multi-family complex with associated parkinq, utilities, landscaping, and access.

TYPE OF OCCUPANCY:

EXISTING □ VACANT ~ ONE FAMILY DT\Y0FAMILY □ MULTI-FAMILY D COMMERCIAL □ INDUSTRIAL PROPOSED 0 VACANT □ ONE FAMILY D T\Y 0 FAMILY !Kl M ULT l~FAMIL Y □ COMMERCIAL □ INDUSTRIAL If= USE IS COMMERCIAL OR INDUSTRIAL, PLEASE NOTE SPECIFIC USE:

SIGNATURE BLOCK:

FOR PLANNING BOARD APPLICATIONS ONLY: I, the undersigned, hereby submit this application on the date noted below with the knowledge and understanding that the Planning Board shall determine if the submitted application is complete according to its regulations at its next regularly scheduled meeting on April 13 • 2020 , unless I personally request, in writing, that the Board delay its determination of completeness to a later date.

PROPERTY~ -P. · ~ f OWNER: ( 1.n .... l ~t-e.,,, /l/)t?-✓-~ I .kHVV'V'-t:v/ -Fili- 01.NVU--1- . DATE: ':3 c; 'YO J,1) NOTE: IF, A's. OWNER, YOU WISH TO .DESIGNATE AN AGENT TO ACT ON YOUR BEHAL , P EASE READ THE FOLLOWING AND SIGN BELOW: I hereby designate the person listed above as my agent for the purpose of procuring the necessary local permits for the proposed work as described herein. Representations made by my agent may be accepted as though made by me personally, and I understand that I am bound_ by any official decision made on the basis of such representation. PROPERTY OWNER: DATE:

DATE RECEIVED FILE# (MAP/LOT) APPUCATION # FEE · $ AMOUNT DATE PAID VOUCHER#

~/q I 2() 2 L-\- I f[)2ozo- · -:\> (Lj5't.50 , s-o ) /c1/20 \l(rJ0 4 (Last Revised 4/04/18)

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March 9, 2020

Ref: 52616.00

Mr. David Brooks 51 N Park Street City Hall, 1st Floor Lebanon, NH 03766

Re: The Marek at Lebanon 343 Mt. Support Road Narrative for Site Plan Review

Mr. Brooks,

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In support of the Site Plan Review Application, the following provides a summary for the proposed multifamily project.

Summary

The Applicant, Saxon Partners, is proposing to construct a new multi-family complex with associated parking, utility improvements, landscaping, and pedestrian/vehicular access (the Project). As currently proposed, the Project is comprised of a four-story building consisting of 250 residential units and common area amenities constructed over a parking garage and additional surface spaces in front.

The site encompasses 75 acres with the Project focused on approximately 6 acres. The site is currently occupied by a single-family house, which will be demolished. The Project design respects a trail system on the southern portion of the site and a wildlife corridor running east to west along the northern portion of the site. The Project design also minimizes impacts to the wetlands located on the site, as described in further detail below.

Please refer to the attached Site Plans for an overview of the Project.

Layout

The site presented several physical characteristics that drove the location and layout of the Project, including topography, wetlands, and the wildlife corridor. The design intent was to site the building within the existing topography while respecting the wetlands and avoiding the wildlife corridor. Site circulation consists of a primary access located in the general vicinity of the existing driveway, which leads to two parking fields and the garage entrances. A secondary gated emergency access has also been provided to the north of the entrance. At the center of the building is the amenities space for the residents, with short-term visitor parking spaces in front. This location was selected due to its proximity and transportation connections to the Dartmouth Hitchcock Medical Center and the businesses and

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Engineers I Scientists I Planners I Designers

2 Bedford Farms Drive

Suite 200

Bedford, New Hampshire 03110

P 603.391.3900

F 603 .518.7495

Mr. David Brooks Ref: 52621.01 February 10, 2020 Page 2

amenities of Centerra. Pedestrians can traverse the site to Mt. Support Road for access to the public transportation system and the bike lane. The residents will also have access to the existing trail system located on the southern and western portions of the site.

Transportation

Access to the Site will be provided via a main entrance at the center of the development. A secondary gated emergency access has been provided to the north of the entrance. Sufficient parking has been provided throughout the site through a combination of covered and surface parking. The layout has been designed to accommodate circulation of emergency vehicles. As previously mentioned, there is a dedicated bike lane on Mt. Support Road, as such the applicant will provide sufficient bike storage facilities on site. The residents will also have access to the public transportation system with stops along Mt. Support Road: A Traffic Impact and Access Study has been completed and is included with the Site Plan Application.

Wetlands

As there are existing wetlands on site, which VHB has field delineated, the project falls within the Wetlands Conservation District. Based on the wetland inventory, as depicted oli the Lebanon Wetland Overlay District Map, none of the wetlands on the site are listed as High or Very High Value wetland inventory, and therefore there are no associated buffers _shown . .

All wetlands have been considered in the layout of the project with the intent of minimizing wetland

impacts. Any impacts will be subject to the NH DES Wetlands Permit review and approval.

Stormwater Management

The Project will provide a stormwater management system to comply with the City of Lebanon and New Hampshire Department of Environmental Services (NH DES) regulations. To provide adequate water quality and water quantity control, improvements to the stormwater management will include new catch basins and a pipe network infrastructure that will direct the stormwater to a series of subsurface detention/filter systems to achieve water quality and quantity control. A comprehensive Stormwater Management Report has been completed and is included with this Site Plan Application.

Utilities

Access to utilities will be obtained by connecting to the existing utility infrastructure located within Mt. Support Road.

Water

The project will tie into the 12" water main located within Mt. Support Road. An existing fire hydrant is located a long the frontage of the site in close proximity to the main site access. Hydrant flow testing has been performed to confirm adequate pressure is available.

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Mr. David Brooks Ref: 52621.01 February 10, 2020 Page 3

Sewer

The applicant applied for sewer allocation on January 1, 2020. Based on preliminary conversations with the City Engineers, it is anticipated that the project will receive the allocation requested. There is an existing sewer manhole within Mt. Support Road in which a connection will be made.

Other Utilities

Electrical service is anticipated to be provided by a new connection to the existing line in Mt. Support Road. Telephone/CATV/Data will also be connected via Mt. Support Road.

Landscape

Landscaping will include a mix of native and acclimated/hardy deciduous and evergreen trees, shrubs, perennials groundcover and Spring bulbs. The proposed plant palette will provide year-round interest througli seasonal changing of foliage, blooms, bark color and texture, winter berries and a variety of evergreen species. Plant material will be used to frame and enhance views as well as .screen at grade emergency generators from public and patient _viewing. The overall design intent is'for the landscape to blend in with the existing campus character.

A detailed Site Plan submittal package is included with the Site Plan Application.

Construction Schedule

Construction is anticipated to start in the spring of 2021 and take approximately 24-months to complete. The start of construction will include the installation of erosion control measure and site preparation work. Final site work and landscaping improvements will be completed, and final building occupancy is anticipated, for 2023.

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Plan Review\S2616_Pl:mning Eo,ucl_Narr,1tive_2020_03·09 FINAL.cloo:

City of Lebanon, New Hampshire APPLICATION FOR WAIVERS

I Office Use Only Date Received: ______ _ File No. : ______ _

PROJECT INFORMATION

Name of Applicant: ~S~a_x=on- Pa- rt_n=e~rs~-------------------

Project Name: The Marek at Lebanon: Proposed Multi-Family Housing Project

Project Address: 343 Mt. Support Road, Lebanon, NH 03756

WAIVER REGULATIONS

In order to grant a Waiver from a requirement of the City of Lebanon Site Plan Review or Subdivision Regulations, the Planning Board must.find that the Waiver is justified under one of the following criteria (See Article VII of the Site Plan Review Regulations and Section 7.15 of the

Subdivision Regulations):

Criteria A. Strict.conformity would pose an unnecessary hardship to the Applicant and waiver would not be contrary to the spirit and intent of the regulations;

OR

Criteria B. Specific circumstances relative to the site plan, or conditions of the land in such site plan, indicate that the waiver will properly carry out the spirit and intent of the regulations.

WAIVER REQUEST(&)

I (we) hereby request a Waiver from: [You can respond In the space provided, or attach a separate statement. Please be prepared to address each request during vour public hearing. You must show that you have justified granting the Waiver(s).]

5.1.E(?) 1. Section_ of the (circle one) ite Plan Review Subdivision Regulations. A Waiver of this

Section meets (circle one) Critl;lna ntena because ___________ _

5.1.E(?)-As the Existing Conditions Plan (SV-1} encompasses nearly75 acres and depicts the existing structures on the property, a waiver for depicting additional features within 200 feet would continue to carry Ollt llw spirit of tha inlant of ·lhe regulations,

2 S · S.1.E{1 S) h ( · / ) · Pl R ' S bd ' ' i R I . AW . f . . ect1on _of t e circ e· one 1te an ev1ew u 1v1s on egu at,ons. a1ver o this Section meets (c1rcie one) Cri e ,a L:::.:..:;~ ::::-=i because ___________ _

5.1,E(15)• 1t1e intent of the project js the utilize the existing wooded areas along the perimeter. which extends over 200 feet in some areas. As such, a waiver from the calculation is being requested.

Last Revised 2113118 Page 1 of 2

5.1 .E(16) 3. Section_ of the (circle one) Site Plan Review Subdivision Regulations. A Waiver of this

Section meets (circle one) Criteria A Criteria B because __________ _

5.1.E(7)- The Site Plans depict the existing and proposed drainage faci lities within the property limits and within the ad1acent roadway area, a waiver tor depicting adchhonal features w1th111 200 feet would continue to carry out the spirit of the intent of the regulations ·

4. Section_ of the (circle one) Site Plan Review/ Subdivision Regulations. A Waiver of this Section meets (circle one) Criteria A/ Criteria B because ___________ _





SIGNATURE

I (we) hereby submit this application to the Planning Board and attest that to the best of my (our) knowledge all of the information on this application form and in the accompanying application materials and documentation is true and accurate. As the applicant or as the . agent of the applicant, I attest that I am duly authorized to act in this capacity . .

Signature of Appl~ ¢ ~ --- -> Date: ~f~ /2 ° c 0

/ S: \PLN\ FORMS · APPLIC,\TJON \Planning Board Applica11ons\WAIVElt \Warvcr Applicalion,docx

· Last Revised 2113118 Page 2 of2

PROJECT NAME: Proposed Multi-Family Housing Project - 343 Mt. Support Road

APPLICANT: '

Saxon Partners

DATE:

March 9, 2020

GENERAL SUBMISSION REQUIREMENTS:

All applications to the Planning Board for Site Plan Review must be submitted by 12:00 Noon on the day of the filing cutoff. [§4.7.C] Submissions must be accompanied by the following information or review of the application may be delayed:

~ A properly completed and signed Application Form. [§5.1.A]

lxl The appropriate filing fees. [§5.1.B]

igJ A written project description. [§5.1.C]

IZl A list of the names and mailing addresses of all persons to be notified, by certified mail, of the public hearing. [§5.1.D] ·

129 A completed and signed Technical Checklist. [§4.7.B] [Applicants must complete the entire checklist to ensure that all necessary information and materials have been provided with the application or that written requests for waivers have been properly provided in accordance with Article VII of the Site Plan Review Regulations, as appropriate.]

igJ Eight (8) sets of project plans to be distributed for Staff Review. [§5.1.E] [A Staff Review meeting is held at City Hall one (1) week following the cutoff date. Staff Review meetings begin at 2:00PM, unless otherwise noted. All revised and/or additional information or materials must be submitted within one (1) week following the Staff Review meeting.]

129 A digital copy of Site Plan drawings in .PDF format. [§5.1.F]

NOTE: Applications shall contain sufficient information to enable the City Staff and the Planning Board to evaluate the proposed development for compliance with the Zoning Ordinance, the Planning Board's Regulations, and other applicable City Codes, and for the Planning Board to make an informed decision.

All required application materials shall be submitted as a single inclusive package, including any appropriate waiver requests as permitted by the Regulations. Submission of a complete application package ensures that the review process by City Staff is as efficient and effective as possible.

The purpose of the filing deadline is to provide adequate time for City review of the proposal. Submission of any altered, additional, or substitute application materials required by Article V of these Regulations, subsequent to the filing deadline, other than as directed by City Staff, shall cause the application to be deemed untimely filed; and such application shall not be heard until a subsequent month.

..

CITY OF LEBANON, NH SITE PLAN REVIEW REGULATIONS

TECHNICAL CHECKLIST & STORMWATER CHECKLIST

P.LAN SUBMfflAL 1iECHNICAL CHECHl21ST:

NOTE: Site plan drawings shall include the information described below pursuant to Article V of the Lebanon Site Plan Review Regulations. Plans shall be submitted on sheets no larger than 24" x 36". Plan sets with multiple sheets shall include sheets of uniform size and be bound on the left edge. When more than three (3) sheets are required, an additional cover sheet shall be attached including a table of contents. A scale of not smaller than one (1) inch equals 40 feet is suggested. All lettering shall be of a size and type that is legible.

In order to facilitate the use of the City's Geographic Information System (GIS) for planning purposes, all surveys and engineered plans submitted for Site. Plan Review shall utilize the NH State Plane Coordinate system and shall reference the North American Vertical Datum of 1988 (NAVD 88), unless prior approval to use an alternate coordinate system and/or vertical datum is granted by the Planning Office.

A written requ~st for waiver shall be required, pursuant to Article VII of the Site Plan Review Regulations, for any submission requirement for which the information or data is not provided by the applicant. [§5.1.G(4)] NOTE: The submission requirements described in paragraphs 5.1.E(i) through 5.1.E(4) shall not be waivable under the procedures of Article VII of the Site Plan Review Regulations. [§5.1.E]

, Plan Requirements Info. Waiver . . , .... Provided Sought· 1

5.1.E(1) - Vicinity sketch (suggested scale: 1" = 500'). IID NJl'.A 5.1.E(2) - Names and mailing addresses of Applicant; Owner(s) of Record of

site; Owners of abutting properties; and Holders of any easements, rights-of- IID N/A way, or other restrictions.

.. 5.1.E(3) - Names and business addresses of preparer(s) of the plan, and every

surveyor, engineer, architect, soil scientist, or wetlands scientist whose l?-1 N/A professional seal appears on any plan or document submitted to the Board.

5.1.E(4) - The following information shall be provided on the first page (or cover page, if applicable) of the Site Plan: IXJ N/A a. Name of the City and County in which the development is proposed;

~ N/A b. North arrow; [I

c. Scale of the plan; ~ N/A d. Date of the plan and of any revisions to the plan; IZJ N/A

(NOTE: The date on the plan at the time of initial submission for application review shall be included on all subsequent submissions to the City. Any subsequent change(s) to the plan shall include a revision date I•

and description of the revision(s).) e. The following basic site information in TABLE FORM:

I?;) 1. Zoning designation for subject property; N/A 2. Tax Map and Lot number(s) for subject property; ~ Nfl\

3. Area of lot; !XI ~IA 4. Gross floor area of existing and proposed buildings/additions; [I N/A 5. Number of existing and proposed off-street parking spaces; !XI N/,A 6. Number of existing and proposed loading spaces; IZJ NIA 7. Height of existing and proposed buildings/additions; IZI NY,A 8. Number of stories and gross square footage of each; ~ N/A 9. Proposed use; ~ NYA : 10. Required and proposed front, side, and rear yard setbacks; !XI N/A

Page 2 of 10


TECH,VICAL CHECKLIST & STORMWATER CHECKLIST

Plan Requirements (cont.)

5.1.E(4) (continued) -e. The following basic site information in TABLE FORM:

11. Maximum allowable lot coverage with existing and proposed calculations;

12. Indication of whether or not the property is subject to any City Overlay districts (for example, the Wetlands Conservation District or Flood Plain District) or to NH DES Shoreland Water Quality Protection jurisdiction.

5.1.E(5) - Current survey certified by a land surveyor licensed in NH, depicting perimeter boundaries of the lot(s), with compass bearings, distances, and lot areas, and depicting the location of existing improvements on property.

5.1.E(5) - Width and location of rights-of-way and/or easements ori property.

· 5.1.E(6) - Existing and proposed grades, including topographic contours with spot elevations, (referenced to USGS or FEMA Flood Insurance Rate Map datums, as appropriate) prepared by a professional engineer or land surveyor licensed in NH. (Where grades are less than 20%, contours shall be at 2 ft. intervals; otherwise they shall be at 5 ft. intervals.)

5.1.E(7) - Shape, size, height, and location of all existing structures located on site and within 200 feet of site.

5.1.E(7) - Elevation Views indicating shape, size, height, and location of all proposed structures, including expansions of or additions to existing buildings. Such elevation views shall provide sufficient detail to allow for review by the Board and City staff of the adequacy of proposed access and e.gress points, walkways, lighting, 9nd.other site-related improvements.

5.1.E(8) - Location of existing natural features such as streams, marshes, lakes, ponds,·wetlands, rockoutcrops, or wooded areas, and existing man-made features such as roads and structures. Indicate those natural and man-made features that are to be removed, retained, or ·aItered.

5.1.E(8) - Wetlands on the property, if any, shall be delineated by a NH Certified Wetlands Scientist, whose seal and signature shall appear on the plan. D.ocumentation in the form of U.S. Army Corps of Engineers New England District Wetlands Delineation Data Sheets and/or otl,er field notes and materials concerning the delineation shall be submitted.

5.1.E(9) - Zoning District, Tax Map and Lot number, and use of abutting properties within 200 feet of property.

5.1.E(9) - Location of roads, streets, and driveways within 200 feet of property.

5.1.E(10) - Proposed streets, driveways, parking spaces, and sidewalks, with indication of direction of travel, width, and inside radii of all ·curves.

5.1.E(10) - Parking spaces shall be numbered.

5.1.E(10) - Loading spaces and facilities used with any structures.

5.1.E(:i.0) - Total square footage and percentage of lot co.vered by impervious surfaces.

5.1.E(11) - Size and location of all existing and proposed public and private utilities.

Info. Waiver Provided !iought

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Page 3 of 10



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5.1.E(12) - Plan for outdoor lighting showing proposed location, mounting height, fixture type, lamp type and wattage of all exterior free-standing lighting or building-mounted fixtures.

5.1.E(12) -Analyses and illuminance-level diagrams, to include average and minimum foot-candle measurements, showing that proposed installation conforms to the lighting-level standards in Site Plan Review Regulations.

5.1.E(12) - Manufacturer's specification information for each proposed light fixture and lamp (NOTE: This information may be provided on the plan or as a separate attachment).

5.1.E(12) - Drawings of all relevant building elevations showing location and height of all building-mounted fixtures, illumination levels of walls or architectural features, and aiming points for any remote light fixtures.

5.1.E(13) - Plan for location of tree-standing or building-mounted signs, including location, mounting, aiming, and shielding of any remote light fixtures for externally-lit signs.

5.1.E(13) - For internally-lit signs, relevant information concerning the method of illumination and the opacity of the sign background, showing that the proposed installation conforms to the requirements of the Regulations.

5.1.E(14) - 100-yr flood elevation, floodway, and floodplain limits, where relevant.

5.1.E(15) - Landscaping plan showing proposed new plantings to be installed and existing natural vegetation to be retained. Plan shall show in detail the number, size (height and/or caliper), and species (botanical and common names) of all proposed shrubs and trees.

5.1.E(15) - Existing trees over 12 inches in diameter (measured 4.5 feet above ground surface) within 25 feet of the disturbed area, must be counted and shown on the plan, if included towards fulfilling landscaping requirements.

5.1.E(15) - Calculations for square footage of perimeter landscaping.

5.1.E(15) - Parking lot shading calculations shall be provided by depicting new trees ~md shrubs at 10-year crown size.

5.1.E(16) - Existing and proposed surface and subsurface storm drainage facilities, including City storm drainage facilities located within 200' of site.

5.1.E(16) - Plans for retention, detention, slow release, and treatment of storm water shall be provided, where necessary.

5.1.E(16) - Drainage plans prepared by a professional engineer registered in NH, whose seal and signature shall appear on plan(s).

5.1.E(i 7) - Section 6.6. Stormwater Management submission requirements.

5.1.E(18) - Plans for snow removal and storage.

5.1.E(19) - Plans showing automobile, public transit, bicyclist, and pedestrian access and circulation, including means of access to site and any proposed changes to existing public streets or sidewalks.

5.1.E(19) - Any traffic control devices necessary in conjunction with site oevelopment.

Info. Waiver Provijled So~ght

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Page 4 of 10



5.1.E(19) ~ Location of existing transit routes and transit stops located or passing within 1/ 4 mile (1,320 feet) of the property.


5.1.E(20) - Construction detail drawings including, but not limited to, pavements, walks, steps, curbing, drainage structures, water and/or sewer utilities, and other site systems or structures. (NOTE: Ordinarily, only two sets of construction drawings shall be provided.)

5.1.E(20) - Where applicable, roadway, drainage, water and sewer utility profile drawings shall be provided at a scale of 1"=40 feet (horizontal) and 1"=4 feet (vertical) and typical cross-section drawings shall be provided at a scale of 1"=5 feet (horizontal and vertical), unless prior approval is granted by the City Engineer.

5.1.E(21) - Where applicable, phasing lines and schedules for construction and . completion of buildings, parl<ing facilities, landscaping, and other required improvements.

5.1.E(22)- For multi-family structures, plans for on-site recreational facilities.

5.1.E(23) - Plans for fire protection, if the site is not connected to a City water main. .

Supporting Documents and Information, Where Apptic,bl_e

5.1.G(1) - Drainage calculations and a ·drainage plan shall be submitted to support the drainage plan. The plan and calculations shall be prepared by a professional engineer registered in New Hampshire.

5.1~G(2) - An estimated timetable, to include phasing schedules, for construction and completion of buildings, parking, facilities, landscaping, and other required improvements.

5.1.G(3) - Any development estimated to generate a net increase of 100 peak hour trips or 1,000 average daily trips (based upon the most current edition of the ITE Trip Generation Manual) s_hall prepare and submit a Traffic Impact Study in accordance with standard traffic analysis conventions as set forth by the NH DOT. The Board may, in its discretion, require the submission of a Traffic Impact Study for developments estimated to generate less than 100 peak hour trips or 1,000 average daily trips if the Board has reason to believe such development could adversely affect levels of service or have other adverse impacts.

ra 0

Info, Waiver Provided· Sought

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N/A 0 0

Info. Not Provided Applicable

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NOTE: THE APPLICANT IS RESPONSIBLE FOR PROVIDING THE REQUIRED INFORMATION PURSUANT TO ARTICLE V OF THE SITE PLAN ·REVIEW REGULATIONS. PLEASE BE AWARE THAT THIS CHECKLIST IS FOR INFORMATION AND GUIDANCE ONLY AND DOES NOT REPRESENT THE LAW DICTATING SUBMITTAL REQUIREMENTS NOR IS IT COMPLETE AND INCLUSIVE THEREOF •

. Completed By: Jtt, · • Planning office Use Only:

Date Received__/__/_ Checklist Complete YES or NO Checked by: ________ _

(Last Revised 07/01/2019)

Page 5 of10


N~NM SliGRM EGl!J~liHJNS

1iE Nl!IS1! PROJECT NAME:

Proposed Multi-Family Housing Project - 343 Mt. Support Road

APPLICANT: D,ATE:

Saxon Partners March 9, 2020

STORMWATER GENERAL SUBMISSION REQUIREMENTS:

All applications to the Planning Board must be submitted by 12:00 Noon on the day of the filing cutoff. [§4.7.CJ Submissions must be accompanied by the following stormwater material and information or review of the application may be delayed. . . All required application materials shall be submitted as a single inclusive package, including any appropriate waiver requests as permitted by the Regulation·s. Submission of a complete

_ application package ensures that the review process by City Staff is as efficient and effective as possible.

The purpose of the filing deadline is to provide adequate time for City review of the proposal. Submission of any altered, additional, or substitute application materials required by Article

· VI of these Regulations, subsequent to the filing deadline, other than as directed by City Staff, shall cause the application to be deemed untimely filed, and such application shall not be heard until a subsequent month.

STORMWATER SUBMITTAL TECHNICAL CHECKLIST:

NOTE: Stormwater plans shall include the information described below pursuant to Article VI of the Lebanon Site Plan Review Regulations. Plans shall be submitted on sheets no larger than 24" x 36". Plan sets with multiple sheets shall include sheets of uniform size and be bound on the left edge. When more than three (3) sheets are required, an additional cover sheet shall be attached including a table of contents. A scale of not smaller than one (1) inch equals 40 feet is suggested. All lettering shall be of a size and type that is legible.

In order to facilitate the use of the City's Geographic Information System (GIS) for planning purposes, all surveys and engineered plans submitted shall utilize the NH State Plane Coordinate system and shall reference the North American Vertical Datum of 1988 (NAVO 88), unless prior approval to use an alternate coordinate system and/or vertical datum is granted by the Planning Office.

A written request for waiver shall be required, pursuant to Article VII of the Site Plan Review Regulations, for any submission requirement for which the information or data is not provided by the applicant. [§6.6.IJ

Page 6 oflO



Plan Requirements

6.6.C.1 (1) - An Existing Conditions S.M.P showing all pre-development:

a. Surface water bodies and wetl~nds b. Drainage patterns c. Flood plains and floodways (with elevations) d. Watershed boundaries e. Buffer zones f. Topographic contours with minimmn 2-foot intervals g. Buildings / structures h. Pavement 1. Utilities j. Soils infonnation with coding as HSG-A, B, C, or D

(High Intensity Soil Survey (HISS) mapping may be required per request of the City Engineer).

1. The plan shall also include the following elements: a. scale bar b. north arrow c. title block with project name d. applicant's name

· e. map and· parcel number f. designer's stamp g. soil and/or wetland scientist's stamp (if applicable) h. legend i. locus plan j. benchmarks k. notes with datum and other plan references 1. instructions

m. detail descriptions

Info. Waiver Provided Sought

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Page 7 of 10



6.6.C.1 (2) - A Proposed Conditions SMP showing all proposed post-development temporary and permanent stormwater management system elements, erosion and sediment control Best Management Practices (BMP), and all important hydrologic features. The Pi"oposed Conditions S.M.P must be at the same scale as the Existing_ Conditions SMP, with consistent title block, plan features, and descriptors including but not limited to the following:

a. Existing and proposed topographic contours (2-foot minimum contour interval; I-foot contour intervals may be required foi sites with limited relief and/or where proposed stonnwater outfalls are located adjacent to buffer zones.

b. Proposed areas of disturbance with total area of disturbance clearly labeled in square feet ·

c. Existing and proposed buildings and structures

d. Stormwater discharge locations labeled and matched to the drainage analyses

e. Wells and sanitary protective radii, if applicable

· f. Septic systems, if applicable


g. Plan references and notes (including sequence of soil disturbance)

h. Proposed and existing public and private utilities

i. Proposed project components to become property ·of or the responsibility of the

City shall be labeled as such

j. Existing and proposed impervious cover, with areas used to calculate effective

impervious cover (EIC, as defined herein) clearly identified and the square footage

of each type.identified and labeled.

k. Test Pit(s) locations and data where stmmwater practices are proposed, as

appropriate. Geotechnical Investigation is on-going. Due to existing soils, infiltration is not being accounted for in any stormwater practices.

1. Details of individual design elements shown on separate plan sheets following the

Proposed Conditions SMP.

The Existing Conditions SMP & the Proposed Conditions SMP shall be provided on sheets no larger than 24" x 36", at a scale of one (1) inch = 20 feet for urban areas, ·and one (1) inch = 40 feet for non-urban areas. The City Engineer will make the final detennination as to the appropriate scale, ensuring that all important site and hydrologic features are easily recognized. If plan shall encompass more _than two (2) sheets, at the required 1 :40 or 1 :20 scale, a separate large scale representation plan sheet ( e.g. 1: 100) is required to be provided, so as to show entirety of site, as well as off-site contributing areas.

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Page 8 of 10



6.6.C.2 - In addition to the above described SMP plan sheets, the following SMP supplemental information is required:

1. A drainage analysis that includes calculations comparing pre- and post-development st01mwater rnnoff rates ( cubic feet per minute) and volumes ( cubic feet) based on a 1-inch rainstorm, and the 2-year, 25-year, 50-year, and 100-year,

24-hour frequency_ storms. Calculations shall include, but not be limited to, the sizing of all strnctures and BMPs, including sizing of emergency overflow structures based on the 50-year 24-hour frequency stonn discharge rate, with I-foot

of free-board. Storm rates shall be based on cun-ent design depths from the No1iheast Regional Climate Center - http://precip.eas.coruell.edu.

Any site that was primarily ivoodedin the last five years shall be considered

undisturbed woods Any site ji--om which wooded vegetation has been removed

within 5 years prior to the first submission to the planning board with respect to a

proposed development, or upon which, at some earlier time, clearing has occurred

in anticipation of development, shall be treated as undisturbed woodland for

pwposes of calculating pre-development runoff volumes. For pwposes of this

paragraph any tree cutting which occiirred without lea,iing stands of healthy,

growing trees within areas near waters and highways, as required by RSA 227-J:9,

I, shall be presumed to have occurred in anticipation of development

-Plan ·~equirements (cont.)

2. A drainage analysis results summa1y tabulated (pre & post) for each proposed

outfall or catchment outlet point inchiding mnoff rates and volumes for each stonn

event analyzed above .

.3 . An Erosion and Sediment Control Plan for all proposed construction activities in accordance with the NH Stormwater Management Manual Volume 3, (December 2008 or cun-enfrevision; downloadable from the website)

4. A comprehensive Operation and Maintenance Plan for long-te1m maintenance of all proposed st01mwater management elements and BMPs including the proposed schedule of inspections and anticipated maintenance (see section H.2 Operations & Maintenance Plan for detailed requirements).

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Page 9_ of 10



6.6.D - Phased Development:

For phased developments, the plans and calculation requirements under this section

(6.6) shall apply as though the development of the entire parcel were being

proposed in one single application. The review and approval process for phased

development applications is provided in section 4.9 of the Lebanon Site Plan

Regulations.

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NOTE: THE APPLICANT IS RESPONSIBLE FOR PROVIDING THE REQUIRED INFORMATION PURSUANT TO ARTICLE VI OF THE SITE PLAN REVIEW REGULATIONS. PLEASE BE AWARE THAT THIS CHECKLIST IS FOR INFORMATION AND GUIDANCE ONLY AND DOES NOT REPRESENT THE LAW DICTATING SUBMlnAL

REQUIREMENTS NOR 15 l~L~ AND INCLUSIVE THEREOF.

Completed By: __ gr __ ~,,._7--_ ,c:::::_ __________ _

Planning office Use Only:

Date Received__} __j_ . Checklist Complete YES or NO Checked by: ________ _

(Last Revised 08/25/2019)

Page 10 of 10

..

Site Plans Issued for Permitting

Date Issued March 9, 2020

• I I

The Marek at Lebanon, NH

343 Mt. Support Road Lebanon, Grafton County, New Hampshire

Owner

Alfred P. West Jr. & Loralee S. West

12 Greenbriar Lane

Paoli, PA 19301

Applicant

Saxon Partners 25 Recreation Park Drive, Suite 204

Hingham, NH 02043

Assessor's Map: 24 Lot: 1

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Table of Contents

Sheet No. No. Drawing Title Latest Issue

C-0 Cover Sheet March 9, 2020

2 C-1 Legend and General Notes March 9, 2020

3 C-2 Overall Site Plan March 9, 2020

4 C-3 Layout and Materials Plan March 9, 2020

5 C-4 Grading and Drainage Plan March 9, 2020

6 C-5 Utility Plan March 9, 2020

7 C-6 Eros ion and Sediment Control Plan March 9, 2020

8 C-7.1 Plan and Profile - Drainage March 9, 2020

9 C-7.2 Plan and Profile - Sewer March 9, 2020

10 C-7.3 Plan and Profile - Water March 9, 2020

11 C-8 Site Details 1 March 9, 2020



14 C-1 1 Site Details 4 March 9, 2020

15 C-12 Site Detai ls 5 March 9, 2020

16 L-1 Landscape Plan March 9, 2020

17 L-2 Landscape Details March 9, 2020

18 L-3 Landscape Details March 9, 2020

--a 1000

Table of Contents

Sheet No. No. Drawing Title

19 PL-1 VHB - Property Line Plan

Map Theme l egends

Zoning

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• • ,C,.,,,.f'O!>\ISPIIAlf<AYT

Latest Issue

March 9, 2020

Topographic Survey

Glen Johnson, L.L.S


Suite 200

Bedford, NH 03110

603.391.3900

E 0 u . .c .c >


Suite 200

Bedford, NH 03110

603.391.3900

Architect

Market Square Architects, PLLC

104 Congress Street

Suite 203

Portsmouth, NH 03801

603.501.0202

20 SV-1 VHB - Existing Conditions Plan of Land March 9, 2020 Civil Engineer

David Fenstermacher, P.E.


Su ite 200

Landscape Architect

Erik Bednarek, RLA

101 Walnut Street 21

22

23

SL-1 Site Lighting Plan

AZ.OD Building Elevations

Architectura l Rendering

Parking Summary Chart

Description

Spaces

Required Provided

Parking Requirements (Per Building):

sma

DWELLING.APARTMENT, ONE BEDROOM AND UP

m

l .5SJ)llces /

TOTAL PARl:JNG REQUIRED

Accessible Parking Summary Chart (Overall)

Spaces

Description Required Provided STANDARD ACCESSIBLE SPACES

VAN ACCESSIBLE SPACES"

TOTAL SPACES

• 8/ 6 • 1.331/AN ACCESSIBLE SPACES PER ADA

1J

3ZSSPACES

March 9, 2020

March 9, 2020

March 9, 2020 Bedford, NH 03110

603.391.3900

Zoning Summary Chart Zoning District(S): Residentia l One (R-1)

PO Box 9151

Watertown, MA 02471

617.924.1770

Wetland Scientist

Kristopher Wilkes, CWS, CPESC


Overlay District(S): None• Suite 200

_z_o_ni_ng:;_Re..::g_ul_at_io_n_R_eq'-u_ire_m_e_n_ts __ R_eq'-u_ir_ed_•_• __ P_ro_v_id_ed_ Bedford, NH 03110 MINIMUMlOTAREA 10,000SF ··- · --········ · · · · · ·· ·· 6Q3.391.39QQ FRONTAGE None 1863 Feet

FRONT YARD SETBAC,; 20 Feet 112 Feet

SIDE YARD SETBACI:: 1 S Feet 652 Feet

REAR YARD SETBACK 20Feet 1,026FH t

MINIMUM l OT WIDTH 75 feet 645 Feet

MAXIMUM BUILDING HEIGHT 4S feet <-45 Feet

MAXIMUM BUILDING COVERAGE 2591. 1.54'11.

BUILDING COVERAGE··· N/A so,zn SF

IMPERVIOUS COVER NIA 159,571 SF

GROSS FLOOR AREA N/A 190,000 SF

use N/A

• A PORTION OF THE PROPERTY IS LOCATED WITHIN THE WETLAND CONSERVATION DISTRICT ZONING OVERlAY

•· ZONING REGULATION REOI.IIREMENTS AS SPECIAED IN OTYOF LEBANON ZONING ORDINANCE ADOPTED 1/16/13 REVISED 3/3/ 19

•· • EXISTING LOT COVERAGE IS 0.07%

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PAT LUMBER JACK, INC. I MAP24. LOT10


Suite 200

Bedford, NH 031 l0

603.391.3900

0 50 100 2D0Feet

The Marek at Lebanon, NH 343 Mount Support Road

~eb~:.: n, New Hampshire

-~ EKG Chododby

DHF

Permitting March 9, 2020

Not Approved for Construction

Overall Site Plan

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Sign Summary

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Suite 200

Bedford, NH 03110

603.391.3900

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The Marek at Lebanon, NH 343 Mount Support Ro?d Lebanon, New Hampshire

-· Chodtdboj

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Permitting March 9, 2020

Not Approved fo r Construction [' ·~ ''* Layout and

Materials Plan

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