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MEMORIAL BRIDGE (US ROUTE 1) REPLACEMENT PROJECTPORTSMOUTH, NH - KITTERY, MEA000(911), 13678F

September 2011

Memorial Bridge (US Route 1) Replacement Project

U.S. Coast Guard Bridge Application

Introduction .............................................................................................................................................. 1

Project Need ............................................................................................................................................. 1

Statement of Purpose ............................................................................................................................... 2

Proposed Bridge Replacement.................................................................................................................. 2

a. Applicant information ...................................................................................................................... 3

b. Consultant Information .................................................................................................................... 3

c. Project Information .......................................................................................................................... 3

d. Authority Information ...................................................................................................................... 3

e. International Bridges ....................................................................................................................... 3

f. Proposed Clearances and Elevations ............................................................................................... 3

g. Existing Structure at the Bridge Site ................................................................................................ 4

h. Removal of Bridge ............................................................................................................................ 4

i. Construction Activity ........................................................................................................................ 4

j. Environmental Effects ...................................................................................................................... 5

k. Required Local and State Authorizations: ....................................................................................... 5

l. Other Federal Agencies with Jurisdiction over the Proposed Project: ............................................ 5

m. Fill ..................................................................................................................................................... 5

n. Adjacent Property Owners Within ½ Mile Radius: .......................................................................... 5

o. Underlying Studies, Reports, and Other Information: ..................................................................... 6

p. Bridge Plans...................................................................................................................................... 6

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Introduction

The States of New Hampshire and Maine propose to remove and replace the Memorial Bridge, connecting Portsmouth, New Hampshire with Kittery Maine, along with the Scott Avenue Bridge (the approach bridge in Portsmouth) and the Kittery Approach Spans (connecting the Memorial Bridge to Badger’s Island, in Maine). The project requires a Coast Guard permit because the Piscataqua River is a tidal navigable waterway used for interstate and foreign commerce. The Memorial Bridge lies approximately 4.5 miles upstream of Portsmouth Harbor and 1.45 miles above the start of the navigational channel. Tidal influence in the Piscataqua River extends approximately 17 miles upstream to Great Bay.

Project Need

The Memorial Bridge is a gateway to the Seacoast Regions of New Hampshire and Maine. U.S. Route 1 on the Memorial Bridge carried an average annual daily traffic volume of approximately 11,000 vehicles per day in 2009. The vertical lift span on the bridge currently lifts approximately 4,000 times per year for navigational traffic on the Piscataqua River, which is an important port that accommodates major industrial users, regional fuel deliveries, and recreational and tourist boat traffic. The bridge is also a heavily used recreational corridor for cyclists and pedestrians, and is the only pedestrian/bicycle connection between New Hampshire and Maine in this region.

Three separate structures carry U.S. Route 1 a distance of approximately 0.22 miles over the Piscataqua River: the Scott Avenue Bridge, the Memorial Bridge, and the Kittery Approach Spans. The Memorial Bridge is jointly owned by the NHDOT and MaineDOT, and the Scott Avenue Bridge is owned and maintained by the City of Portsmouth. The MaineDOT owns and maintains the Kittery Approach Spans.

The Memorial Bridge (U.S. Route 1) is 87 years old and has experienced considerable structural deterioration. Emergency repairs on the Memorial Bridge were performed in 2004, allowing the weight limit of the bridge to be raised from 6 tons to 20 tons, and in 2006 to replace several counterweight ropes for the lift span. As of July 27, 2011, the bridge is permanently closed to vehicular traffic due to safety concerns. The bridge remains open to pedestrians and bicycles. The Memorial Bridge is the # 1 ranked bridge on the NHDOT Bridge Priority List, signifying that this is the highest priority bridge project in the state for repair/replacement. The Memorial Bridge is also on the NHDOT Red List of bridges with low Federal Sufficiency Ratings. The list includes bridges that require two annual inspections, because of their known deficiencies, poor conditions, weight restrictions, or construction type. According to the March 2007 NHDOT Red List, the Federal Sufficiency Rating of the Memorial Bridge, on a scale of 0 to 100 (0=worst, 100=best), is a 6.0.

A previous project, the “Memorial Bridge (US Route 1) Rehabilitation Project”, proposed to replace the Scott Avenue Bridge, to rehabilitate the Memorial Bridge (including a replacement of the lift span), and to repair the Kittery Approach Spans. Following the approval of the 2008 Environmental Study by FWHA for the Memorial Bridge Rehabilitation Project, the project was put out to bid, and a NHDES wetland permit was acquired (NHDES Wetland Permit 2008‐00203). The bid costs were 30% higher than had been anticipated, and as a result, the two states of Maine and New Hampshire signed a Memorandum of Agreement (MOA) to conduct a bi‐state planning study to assess long‐term transportation needs, which resulted in the “Maine‐New Hampshire Connections Study” (Connections Study). The MOA included provisions for inspections of both the Sarah Mildred Long and Memorial Bridges.

Structural inspections performed as a result of this agreement in May and June of 2009 revealed that deterioration of the Memorial Bridge had progressed further, and it was determined that the bridge was

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not repairable and would have to be replaced. The weight limit was set at three tons. In July 2011, further deterioration was found and the bridge was closed to all vehicular traffic.

Statement of Purpose

The Purpose of the project is to address the current structural deficiencies associated with the Memorial Bridge, Scott Avenue Bridge, and Kittery Approach Spans in order to provide, in a cost‐effective manner, for the safe, secure and effective multi‐modal movement of people and goods across and upon the Piscataqua River between Kittery, Maine and Portsmouth, New Hampshire, while supporting the region’s economic, cultural, historic, archeological, and natural resources and the community’s quality of life.

Proposed Bridge Replacement

The proposed project involves replacing the three existing 300‐ft spans of the Memorial Bridge. The two existing concrete piers in the middle of the Piscataqua River would remain, with repairs made to their concrete surfaces and the potential replacement of the fendering system. While the replacement design has not yet been determined, the replacement bridge would be a three span bridge with a moveable center span that would accommodate at least as much horizontal and vertical clearance as the existing lift span. The roadway width would be increased from the existing 28 feet to 32 feet to accommodate one 11‐foot travel lane and a 5‐foot shoulder/bike lane in each direction. The roadway would have a solid surface as opposed to the open grate that currently exists on the lift span. Sidewalks would be provided on both sides of the bridge and would be 6 feet in width for the entire length of the bridge and would have a solid surface. The horizontal and vertical clearance for each of the three spans would not substantially change.

The existing south pier that is shared with the Scott Avenue Bridge in Portsmouth (Pier 1) would be replaced. The existing north pier that is shared with the Kittery Approach Spans (Pier 4) would also be replaced. These two piers would be completely removed and the new piers would likely be located in the same location, however, they would be six feet wider to accommodate the wider Memorial Bridge.

Impacts to the Piscataqua River associated with the replacement of the Memorial Bridge include temporary impacts associated with repairs to the two central piers (Piers 2 and 3) and permanent impacts associated with the replacement of Piers 1, 4, and the Kittery Approach Span piers. Repair of Piers 2 and 3 will involve approximately 9,390 square feet of temporary impact to the riverbed, and the replacement of Pier 1 will involve approximately 1,823 square feet of impact, of which 1,225 will be permanent impact for stone for scour protection around the pier. The removal and replacement of the Kittery Approach Span piers (including Pier 4) will involve 16,225 square feet of temporary impact and 5,694 square feet of permanent impact to the riverbed.

Design and construction of this project would follow a Design‐Build process. Design‐Build (DB) is a method of project delivery in which the design and construction phases of a project are combined into one contract. This can provide substantial time savings compared with the more traditional Design‐Bid‐Build approach, where the design and construction services must be undertaken in sequence. Proposed wetland impacts, therefore, are based on the maximum probable impact from the project. The information below follows the format provided in the “U.S. Coast Guard Bridge Permit Application Guide”, Chapter 2, “Permitting Process”.

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a. Applicant information

Keith A. Cota, Project Manager New Hampshire Department of Transportation 7 Hazen Drive Concord, NH 03301 (603) 271‐2171

b. Consultant Information Gene McCarthy, P.E.

McFarland Johnson

53 Regional Drive

Concord, NH 03301

(603) 225‐2978

c. Project Information See above.

d. Authority Information Authorization for the construction of the bridge is found in New Hampshire RSA 234, Bridges and Bridge

Aid (attached).

e. International Bridges Not Applicable to the Memorial Bridge.

f. Proposed Clearances and Elevations Clearances for the proposed bridge will be as follows:

Vertical clearance: 150 feet, 45.72 meters at mean high water

Horizontal clearance: minimum 252 feet, 76.8 meters between pier fenders. Existing distance between

fenders is 274 feet.

Mean High Water: 4.59 NGVD 1929. Depth of the river in the navigational channel is 70‐80 feet.

Fender System

The Vessel Collision Design shall be in accordance with current AASHTO LRFD Bridge Design Specifications and incorporate the provisions of the AASHTO “Guide Specification and Commentary for Vessel Collision Design of Highway Bridges”, Second Edition, 2009, Section C3.8. The Design‐Builder shall incorporate the following into the design of this facility: 1. The minimum clear navigation width shall be 252” measured from face of fender to face of fender. The application of loadings to the structure shall be in accordance with the provisions of AASHTO Bridge Specification 3.14.4. The various structure elements shall be designed for the following load demands:

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a. Design Impact Force: Pier System Design Impact Force 1. Pier 1 System 200 kip 2. Pier 2 System (Channel Pier) 5500 kip 3. Pier 3 System (Channel Pier) 5500 kip 4. Pier 4 System 3000 kip

b. Superstructure – Ship Impact Force = 3000 kip. Bow is assumed to extend above water by 30’ and have a 24’ loaded draft. This loading shall be considered applied during high tide. Within limits of the superstructure where the loaded draft exceeds water depths at high tide, the minimum loading shall be 60 kip. c. Fender (Pier Protection) Systems at Channel Pier – The Vessel Energy impacted on proposed system is based on local commercial passenger vessels – 59 gross tons. The following parameters at a minimum are to be used: Vessel Energy = 500 kip‐ft. Utilize alpha = 30 degrees. 3. The channel axis intersects the bridge axis on an 80 degree angle (10 degree channel skew). 4. The Operational Classification of the structure shall be assumed as “Typical”.

g. Existing Structure at the Bridge Site See above.

h. Removal of Bridge The entire existing bridge structure will be removed.

i. Construction Activity Construction is scheduled to begin in January 2012 with the setting of cofferdams around Piers 3 and 4. The construction of the project would involve the following:

A complete roadway closure of the Memorial Bridge facility/US Route 1 of up to eighteen months to allow the Memorial Bridge, the Scott Avenue Bridge, and the Kittery Approach Spans to be replaced. The section of US Route 1 affected would extend from the south end of Memorial Park in Portsmouth and to the south end of US Route 1 on Badger’s Island in Kittery. The Memorial Bridge is already closed to vehicular traffic due to structural deficiencies. During construction, the bridge would also be closed to pedestrians and bicyclists.

It is anticipated that two navigational closures of three to five days duration each may be required for the float in and float out of the lift span.

Daniel Street under the Scott Avenue Bridge would be completely closed to through traffic during the construction of the Scott Avenue Bridge. Access to Prescott Park and private properties would be maintained at all times.

The alternative routes would involve use of I‐95 and the US Route 1 Bypass (Sarah Mildred Long Bridge), but vehicular traffic would be directed to I‐95 as the major detour route. During the up to eighteen month bridge closure, construction signing would be placed to advise motorists and others of the changed conditions. There would be detour signs placed directing those motorists wanting to cross the river to use I‐95. These signs would also explain that access has been maintained to downtown Portsmouth or Kittery. Existing traffic signal timing may need to be adjusted to accommodate the increased traffic along detour routes. The detour routes using the US Route 1 Bypass (Sarah Long Bridge)

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would add at least two miles to the trip of a car traveling from downtown Portsmouth to Badgers Island or the reverse, and likewise with the use of the I‐95 detour. This trip could be longer for large trucks, because they may not be able to maneuver some of the turns. These trucks would need to use arterial roads, and this could mean a total increase of about 6 miles to their trip. Large trucks, over 3 tons, are currently prohibited from using the Memorial Bridge facility. With the exception of the lift span replacement, construction activities would occur from 7 a.m. to 7 p.m. Construction for the lift span replacement would occur 24 hours a day to minimize navigational outages. The total construction duration is anticipated to be approximately 24 months.

The proposed action for the Memorial Bridge facility has an estimated design and construction cost of approximately $90 million. The Design Build team is expected to begin fabrication of the steel trusses in April of 2012, and demolition of the existing bridge probably in September 2012 with in‐water work allowed November 15th to March 15th only, as required by the National Marine Fisheries Service to protect fisheries resources. It is also anticipated that major structural components of the Memorial Bridge, including the lift span, would be constructed off site and floated into place after the existing structure is removed.

j. Environmental Effects Environmental impacts from the proposed project were evaluated in the document Categorical Exclusion, Memorial Bridge (US Route 1) Replacement Project. The Federal Highway Administration has classified the project as a Class II (CE) with Section 4(f). The Categorical Exclusion documents the alternatives that were considered, impacts related to the construction of the proposed bridge, and recommendations of resource agencies for mitigating potential impacts. The Categorical Exclusion is attached to this application.

k. Required Local and State Authorizations: State Permits NHDES Wetland Permit NHDES Shoreland Permit Maine Wetland Permit by Rule

l. Other Federal Agencies with Jurisdiction over the Proposed Project: Federal Permits Section 401 Water Quality Certification – Administered by NHDES Section 404 Wetland Permit – Army Corps of Engineers Coastal Zone Management Consistency Certificate – Administered by NHDES Section 4(f) Approval – Federal Highway Administration

m. Fill Fill to be used for the proposed bridge will include structural concrete for bridge Piers (Pier One, Pier Four, and the Kittery Approach Span Piers) and scour stone to be used around Piers 1 and 4. The project will involve a total of 6,919 square feet of permanent impact to land below Mean High Water.

n. Adjacent Property Owners Within ½ Mile Radius: See attached lists for Kittery and Portsmouth.

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o. Underlying Studies, Reports, and Other Information: 1. Cost

The proposed action for the Memorial Bridge facility has an estimated design and construction cost of approximately $90 million. The DB team is expected to begin design of the replacement structures by the end of 2011. Construction activities would likely begin in 2012 with the details to be determined by the DB team. There would be a period of time before the actual bridge closure for the DB team to design, order, and have manufactured the mechanical and electrical components required for the lift span. It is also anticipated that major structural components of the Memorial Bridge, including the lift span, would be constructed off site and floated into place after the existing structure is removed.

2. Commercial Shipping Value The Piscataqua River is an important commercial deepwater port for the Seacoast regions of New Hampshire and Maine. Shipping of lumber, mineral salt, gypsum, and other products is of major economic importance. Upstream users include several energy terminals, the New Hampshire Port Authority terminal area, and other major industrial users. Critical fuel deliveries occur primarily in the cold weather or wintertime months. The river accommodates commercial fisheries originating from points upstream and recreational users originating from boatyards and marinas upstream of the bridge. There are a number of charters and ferries for tourists that operate primarily during the warm‐weather season extending from about March to November. Additional information about impacts to navigation from the proposed bridge replacement can be found in the Memorial Bridge (US Route 1) Replacement Project Categorical Exclusion, attached to this application.

p. Bridge Plans Schematic bridge plans for the Memorial Bridge replacement are attached to this application. NHDOT will provide plans with additional detail to the USCG as information becomes available later in the Design‐Build process.

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First Coast Guard District (dpb) USCG Bridge Program

INFORMATION CHECKLIST

1. DATE OF APPLICATION:___September 29, 2011 DATE OF PLANS:__September 28, 2011_______ NAME OF BRIDGE: Memorial Bridge______

2. Bridge Location Data City, County, State Portsmouth, Rockingham County, New Hampshire and Kittery, York County, Maine._________ 3. Waterway Data Name of Waterway __Piscataqua River__________ Mileage (Include metric for Intn’l bridge) from mouth or confluence: ____4.5 miles to Atlantic Ocean_____________ Tidal __x___ Non-Tidal _______ Range of Tide (if applicable) _________ Type(s) of vessel traffic on the waterway: None: ____ Recreational: Canoe/Kayak/rafts/logs _____ Houseboat _____ Pontoon boat ____ Small motorboats _x__ Sailing/Cabin Cruiser _x___ Commercial: Tug/Barge __x__ Freight/Cargo __x__ Tankship __x__ Car Carrier ____ Cruise Ship ____ Fish/Lobster__x__ High Speed Craft (HSC) _____ 4. TYPE OF BRIDGE

EXISTING _______Vertical Lift Bridge______________ PROPOSED ______ Vertical Lift Bridge_____________ TEMPORARY ______no temporary bridge________________

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5. VERTICAL CLEARANCE (include metric for Intn’l bridge) EXISTING BRIDGE __150.0 feet____________________ PROPOSED BRIDGE 150.0 feet_______________________

TEMPORARY BRIDGE ___no temporary bridge_______________ 100 YEAR FLOOD ELEVATION @ PROPOSED ____9_feet 1929 Vertical datum_____ 100 YEAR FLOOD ELEVATION @ TEMPORARY ____NA_____ PROPOSED BRIDGE LOW POINT ELEVATION ______154.59____ (low steel) TEMPORARY BRIDGE LOW POINT ELEVATION __NA_______

6. HORIZ CLEARANCE (include metric for Intn’l bridge) EXISTING BRIDGE _____274.25 feet____________________ PROPOSED BRIDGE _____264 feet minimum_____________ TEMPORARY BRIDGE _____ no temporary bridge_____

7. LENGTH OF ENTIRE PROJECT (include metric for

Intn’l bridge) ____899.5 feet_____________

8. WIDTH OF BRIDGE (include metric for Intn’l bridge) PROPOSED _____31.9 feet__________________________ TEMPORARY BRIDGE ______ no temporary bridge___________

9. EXTENT OF REMOVAL OF EXISTING BRIDGE The three spans of the Memorial Bridge will be removed, along with the adjacent Scott Avenue Bridge in Portsmouth and the Kittery Approach Spans in Maine. The two end piers, Pier 1 and Pier 4, will be replaced, and the two central piers, Piers 2 and 3,

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will remain._________________________________________

10. FEDERAL USACOE NAVIGATION PROJECT (yes no) CHANNEL DEPTH____70-80 feet________ CHANNEL WIDTH_____252 feet ACOE CHANNEL__

11. WIDTH OF WATERWAY AT: (normal to axis of channel @ MHW) PROPOSED BRIDGE ______264 feet minimum________ TEMPORARY BRIDGE ___ no temporary bridge______

12. WATER DEPTH AT: PROPOSED BRIDGE ________70-80 feet__________ TEMPORARY BRIDGE no temporary bridge_____

13. SOURCE OF FUNDING FHWA OR STATE? ___Federal TIGER grant, States of Maine and New Hampshire_ FHWA CE LETTER DATED: ___NH March 17, 2011; Maine March 18, 2011________________

14. AMOUNT OF FILL BELOW WATER PROPOSED BRIDGE 26,218 square feet temporary, 6,919 square feet permanent TEMPORARY BRIDGE __ no temporary bridge 15. AMOUNT OF WET LANDS AFFECTED: PROPOSED BRIDGE _no impacts other than the fill below MHW___ TEMPORARY BRIDGE no temporary bridge

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16. IS PROJECT IN AN AREA OF NON-ATTAINMENT FOR OZONE ____yes_______ FOR CO _______no_____

OTHER _______________________ (explain impacts: e.g. emissions of construction equipment in use during project) The proposed action is to replace the Memorial Bridge (US Route 1) over the Piscataqua River, including its components: the Memorial Bridge lift span / flanking spans, the Kittery Approach Spans, and the Scott Avenue Bridge (Portsmouth approach). Following construction, this project will not result in any meaningful changes in traffic volumes, vehicle mix, location of the existing facility, or any other factor that will cause an increase in emissions impacts relative to preconstruction conditions (prior to bridge closure). As such, FHWA has determined that this project will generate minimal air quality impacts for Clean Air Act criteria pollutants and has not been linked with any special Mobile Source Air Toxic (MSAT) concerns. Consequently, this project is exempt from analysis for MSATs. During the construction period, complete closure of the roadway may divert traffic from the Memorial Bridge to the US Route 1 Bypass or I-95. This may result in localized reductions in vehicular emissions over the short term in the more heavily populated areas of downtown Portsmouth and Kittery along US Route 1.

17. NOISE (any impacts) The project will replace the existing Memorial Bridge facility on the same alignment and configuration. The project does not include reconstruction or realignment of existing roadways that will result in permanent changes in traffic noise or increases in the ambient noise environment. Since the project will not involve new or expanded highway construction, it is not considered to be a Type I highway project, in accordance with FHWA Noise Regulations (23 CFR 772), and does not require a formal noise impact analysis. The project will not change the proximity of the roadways to adjoining sensitive receptors and will not alter traffic patterns. The project will remove the weight restriction on the bridge, so future truck traffic volumes will be more in line with previous volumes, which comprised approximately 5% of the total bridge traffic. The traffic noise expected following construction of the proposed action, therefore, is expected to be in line with previous traffic noise conditions. The proposed construction will include an emergency generator to be installed under the Scott Avenue Bridge. Preventative maintenance will require that the generator be run for a half

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hour once per week. This generator will be housed in an enclosure to improve security and provide soundproofing, and test runs will be scheduled during daytime hours. With implementation of these measures, noise impacts to the adjoining Pier II development and Harbour Place are expected to be minimal. In order to meet the project schedule, construction activities, with the exception of the lift span replacement, will be scheduled between 7 a.m. and 7 p.m. Monday through Saturday. These activities will be scheduled during daytime hours to minimize disturbance to adjoining residences. During the float-in and float-out for the Memorial Bridge lift span replacement, work will be scheduled to be performed around the clock to minimize navigational outages. Although construction activities will temporarily increase noise levels in the project area, it is fully expected to return to normal (pre-construction levels) after the project has been completed.

18. * ESSENTIAL FISH HABITAT (EFH website) PROJECT WILL IMPAC 47,142 sf temporary impact for pier repair, 12,613 sf impact for stone stabilization OF RIVER BOTTOM. PROJECT WILL IMPACT HABITAT EFH Assessment attached. * WE REQUIRE A COPY OF YOUR (EFH Assessment) 19. SECTION 303 formerly 4(f) and SECTION 106 (Within ½ mile of project area) IS BRIDGE HISTORIC Yes. See attached Section 4(f) evaluation. WILL ANY OF THE ABOVE BE AFFECTED? EXPLAIN Yes. A Memorandum of Agreement was signed by FHWA, by the Maine and New Hampshire Departments of Transportation, and the Maine and New Hampshire State Historic Preservation Officers, detailing mitigation measures that will be undertaken for the proposed impacts.

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20. OTHER PERMITS (Date applied for or received) WQC Concurrent with NHDES Wetland permit CZM Applied for September 29, 2011 COE Concurrent with NHDES Wetland permit

21. ENVIRONMENTAL JUSTICE: E.O. 12898 IMPACTS? Executive Order 12898 directs Federal agencies to avoid, minimize, or mitigate disproportionately high and adverse effects on minority and low-income populations. The census block groups adjoining the project site have a low percentage of minority populations. However, the Environmental Justice review for the proposed action shows that, based on 2000 Census data (most recent available), Portsmouth has a higher percentage of elderly and low income populations than the statewide and countywide averages (Exhibit D). As such, additional outreach efforts would be made to incorporate input from these groups at all possible opportunities during the DB process. In Kittery, the proportion of low-income residents (3.85%) is lower than that for the state (10.92%) and county (8.15%) as a whole. The elderly population in Kittery is only slightly higher (15.3%) than the statewide (14.4%) and countywide averages (13.64%). Therefore, the project would not have a disproportionate effect on minority or low-income populations and complies with Executive Order 12898.

A COPY OF YOUR CZM AND WQC APPLICATION SHOULD BE SUBMITTED TO US AS SOON AS POSSIBLE, PREFFERABLY ALONG WITH YOUR PERMIT APPLICATION. AFTER YOU RECEIVE YOUR CZM CONCURRANCE AND WQC THEY SHOULD BE IMMEDIATELY SENT TO US As YOUR PERMIT CAN NOT BE ISSUED WITHOUT THEM IN THE CASE FILE. IF A WQC OR CZM CONCURANCE IS NOT REQUIRED FOR YOUR PROJECT WE WILL NEED A WRITTEN STATEMENT FROM CZM AND OR DEP INDICATING IT IS NOT REQUIRED.

NEW HAMPSHIRE DOTPORTSMOUTH, NH

MEMORIAL BRIDGE (U.S. ROUTE 1) REPLACEMENT

JUNE 2011 1

SITE

Portsmouth

Rye

New Castle

³

SCALE : DATE : FIGURE :

1:24,000

0 0.5 10.25Miles

LOCUS

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO. STATE PROJECTTOWN

LOCATION

REVISIONS AFTER PROPOSAL

SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

MEMORIAL BRIDGE REPLACEMENT PROJECT

SUBDIRECTORY

- -

.DGN LOCATOR

-

US ROUTE 1 OVER THE PISCATAQUA RIVER

PORTSMOUTH, NH - KITTERY, ME

PERMIT DRAWING

247/084 13678F

- -

--

- -

---

P-1--

--

- -

--

PORTSMOUTH, NH

KITTERY, ME

N

C

A

C

22

103

104

63

105 64

24

62

107

106

25 26 27 28 29 30 32 33 34 36 37

23

31 35

EXP.

FIX FIX EXP. FIX EXP.C BOTTOM CHORDL

1’-8"

129’-0" LIF

T

"212’-8

" =297’-1"2110 PANELS @ 29’-8 " = 297’-1"2

110 PANELS @ 29’-8 " = 297’-1"2110 PANELS @ 29’-8

CL

EA

R

21’-0" M

IN

C SHEAVES EL. 208.72L

305’-10" C.C. SHEAVES

C SHEAVES EL. 208.72L

6’-8" TO C LIFTING GIRDERL

150’-0" M

IN C

LE

AR

PORTSMOUTH, NH KITTERY, ME

3 SPANS @ 100’-0"

KITTERY APPROACH SPANS

300’-0"

NORTH FIXED TRUSS SPAN 3 TO BE REHABILITATED

298’-9"

NEW MAIN LIFT TRUSS SPAN 2

302’-6"

SOUTH FIXED TRUSS SPAN 1 TO BE REHABILITATED

298’-9"

SCOTT AVE BRIDGE

123’-0"

MUDLINE

APPROX. EXISTING

ROCK LEDGE

APPROX. EXISTING

CLEARANCE LINEFIXEXP

MHW EL. 4.59

MLW EL. -3.54

LINE

CLEARANCE

ROCK LEDGE

APPROX. EXISTING

REPLACE TOWER

REMOVE AND

(TYP.)

BALANCING CHAIN

COUNTERWEIGHT

REPLACE LIFT SPAN

REMOVE AND

ROOM

MACHINE

SHEAVE COVER (TYP.)

RAIL (TYP.)

CWT GUIDE

ELEVATION

PLAN

ST

A. 30+84.2

1

C PIE

R 3

L

L ST

A. 33+82.9

6

C PIE

R 4

LC APPROACH PIER 1 C APPROACH PIER 2 C APPROACH PIER 3L L

C NORTH ABUT.L

RIVER

PISCATAQUA

STATE LINE

ST

A. 29+32.9

6

MAIN

E

NE

W H

AM

PS

HIR

E

EBB

FLOOD

ST

A. 27+81.7

1

C PIE

R 2

ST

A. 24+82.9

6

C PIE

R 1

L

NEW SCOTT AVE. BRIDGE

DA

NIE

L S

T.

SC

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T A

VE.

DUTTON AVE.

STATE S

T.

C NORTH ABUT.LC PIER 2LC PIER 1L C PIER 3LC PIER 4LC SOUTH ABUT.L

L

49’-2"

35’-8"

STA. 24+82.96

C PIER 1L STA. 27+81.71

C PIER 2L STA. 30+84.21

C PIER 3L STA. 33+82.96

C PIER 4L

GATE

C BARRIERL GATE

C BARRIERL

SID

EW

AL

K

6’-0" C

LE

AR

SB

NB

STAIRCASE

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EXP. JOINTOPEN JOINT

STAIRCASE

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GATE

GATE PLATFORM (TYP.)

EXP. JOINT

CURB LINE

CURB LINE

CLEAR

18’-0" MIN

CLEAR

18’-0" MIN

CLEAR CHANNEL BETWEEN FENDERS (SEE NOTE 1)

264’-0"

NOTE 1:

FROM FACE OF FENDER TO FACE OF FENDER.MINIMUM CLEAR NAVIGATION WIDTH SHALL BE 264’-0"

SCALE IN FEET

0 100 200

251.9’ NAVIGATION CHANNEL

251.2’ NAVIGATION CHANNEL

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TITLE XX TRANSPORTATION

CHAPTER 234 BRIDGES AND BRIDGE AID

Duty to Construct and Maintain Bridges

Section 234:1

234:1 Bridges. – All bridges constructed or reconstructed with bridge aid funds and which are located on class II highways shall be maintained by the state. All other bridges on class II highways shall be maintained by the city or town in which they are located, and may be constructed or reconstructed with the use of bridge aid funds.

Source. 1921, 155:7. PL 85:13. 1935, 26:5. 1937, 122:2. RL 101:13. 1945, 188:1, part 2:5. RSA 231:5. 1981, 87:1. 1985, 78:1, eff. July 9, 1985.

Section 234:2

234:2 Bridge Defined. – In this chapter, "bridge'' means a structure, having a clear span of 10 feet or more measured along the center line of the roadway at the elevation of the bridge seats, spanning a watercourse or other opening or obstruction, on a public highway to carry the traffic across, including the substructure, superstructure and approaches to the bridge. For purposes of qualification of bridge aid under this subdivision, but not applicable to RSA 234:4 or RSA 234:13, the term bridge shall include a combination of culverts constructed to provide drainage for a public highway with: I. An overall combined span of 10 feet or more; and II. A distance between culverts of 1/2 the diameter or less of the smallest culvert.

Source. 1921, 155:1. PL 85:1. 1935, 26:2. RL 101:1. 1945, 188:1, part 14:1. RSA 242:1. 1981, 87:1. 2007, 12:1, eff. July 1, 2007.

Section 234:3

234:3 Approaches, Limits of. – The commissioner of transportation shall determine the limits of the approaches to all bridges constructed with bridge aid funds.

Source. 1945, 188:1, part 14:2. 1950, 5:1, part 9:1, par. 2. RSA 242:2. 1981, 87:1. 1985, 78:3, eff. July 9, 1985; 402:6, I(b)(5).

Section 234:4

234:4 Capacity of Bridge. – All bridges constructed with bridge aid funds shall have a carrying capacity of at least the legal load as stipulated in RSA 266. All bridges reconstructed with bridge aid funds shall have a carrying capacity of at least 15 tons.

Page 1 of 9CHAPTER 234 BRIDGES AND BRIDGE AID

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Source. 1921, 155:12. PL 85:16. 1929, 131:2. RL 101:16. 1945, 188:1, part 14:3. RSA 242:3. 1981, 87:1. 1985, 78:3. 1994, 317:1, eff. Aug. 7, 1994.

Section 234:5

234:5 Application; Compliance with Certain Standards. – I. The selectmen of a town, the mayor of a city, or the county commissioners for an unincorporated place may annually apply to the commissioner of transportation in the manner prescribed by the commissioner for bridge aid on a class II, IV, or V highway or a county-owned road. The county commissioners may annually apply to the commissioner of transportation in the manner prescribed by the commissioner for bridge aid for a county-owned bridge. II. The commissioner of transportation shall require that the highway design be in compliance with standards set forth in department of transportation manuals relating to bridge and highway construction and may adopt such manuals by reference.

Source. 1921, 155:10. PL 85:14. RL 101:14. 1945, 188:1, part 14:4. 1950, 5:1, part 9:1, par. 2. RSA 242:4. 1981, 87:1. 1985, 78:4; 402:6, I(b)(5). 1993, 284:2. 1995, 4:1. 2008, 380:1, eff. July 1, 2008; 380:3, eff. Aug. 5, 2008 at 12:01 a.m.

Section 234:6

234:6 Priority. – Applications shall be considered in the order received by the commissioner and shall be programmed for construction on the basis of projected funding availability, anticipated design schedule, and other such parameters as the commissioner may prescribe for scheduling bridge aid projects.

Source. 1945, 188:1, part 14:5. 1950, 5:1, part 9:1, par. 2. RSA 242:5. 1981, 87:1. 1985, 402:6, I(b)(5). 1994, 155:1, eff. July 22, 1994.

Section 234:7

234:7 Emergency. – [Repealed 1995, 4:2, I, eff. Jan. 1, 1996.]

Section 234:8,-9

234:8, 234:9 Repealed. – [Repealed 1981, 124:2, eff. July 10, 1981.]

Section 234:10

234:10 Bridge Aid; How Cost Borne. – When public convenience and necessity require the construction or reconstruction of any bridge on a class II, IV, or V highway or a county-owned road the cost shall be borne 1/5 by the municipality and 4/5 by the state. When public convenience and necessity require the reconstruction of any county-owned bridge, the cost shall be borne 1/5 by the county and 4/5 by the state.

Source. 1921, 155:2. 1925, 126:1. PL 85:2. 1929, 131:1. 1931, 67:1. 1935, 26:3. 1937, 122:1. RL 101:2. 1945, 188:1, part 14:9. 1949, 229:1. RSA 242:9. 1957, 133:1. 1967, 436:1. 1971, 25:1. 1977, 79:2. 1981, 87:1. 1985, 78:6. 1993, 284:3. 2008, 380:2, eff. July 1, 2008.



Section 234:10-a

234:10-a Limitations on Bridge Aid. – No aid shall be granted under this chapter to any municipality for reconstruction or repair of a destroyed or damaged bridge for which the municipality has been 100 percent indemnified by insurance; except that municipalities which are reconstructing, repairing, or rebuilding bridges 100 percent indemnified by insurance and the cost is beyond the costs actually recovered from insurance shall be eligible for bridge aid and may use the insurance recovered to offset the required match to the extent needed. The municipality shall add all of its insurance recovered to the project to receive bridge aid. Costs of projects may include, but shall not be limited to, design, engineering, abutments, enhanced structural integrity and safety features.

Source. 1993, 358:97. 1994, 155:2, eff. July 22, 1994.

Section 234:11

234:11 Limitations. – The commissioner of transportation may limit the amount of bridge aid for the construction or reconstruction of bridges costing more than $1,000,000.

Source. 1945, 188:1, part 14:10. RSA 242:10. 1957, 134:1. 1967, 436:2. 1971, 25:2. 1977, 79:3. 1981, 87:1. 1985, 78:7, eff. July 9, 1985.

Section 234:12

234:12 In 2 Municipalities. – When a bridge crosses the boundary line between 2 municipalities within the state, the 1/5 cost to be borne by a municipality pursuant to RSA 234:10 shall be borne by the 2 municipalities in proportion to their last equalized valuations, unless by mutual concurrence the 2 municipalities agree to some other financial arrangement to provide the required share of cost.

Source. 1921, 155:6. PL 85:12. 1935, 26:4. RL 101:12. 1945, 188:1, part 14:11. RSA 242:11. 1977, 79:4. 1981, 87:1. 1994, 317:2, eff. Aug. 7, 1994.

Section 234:13

234:13 Interstate Bridges. – Any city or town may contract with any adjoining state or with a political subdivision thereof for the construction, reconstruction and maintenance of any bridge crossing the boundary line between New Hampshire and such adjoining state on a class IV or class V highway and for the proportion which the city or town in New Hampshire shall contribute towards the cost thereof.

Source. 1945, 188:1, part 14:12. RSA 242:12. 1981, 87:1, eff. April 20, 1981.

Section 234:14

234:14 Bridges in Unincorporated Places. – Whenever a bridge is to be constructed or reconstructed with bridge aid in an unincorporated place the county commissioners shall set apart and remit the cost to be borne by such place from the money raised and appropriated for the repair or construction of highways within the county.

Source. 1945, 188:1, part 14:13. RSA 242:13. 1981, 87:1. 1985, 78:8, eff. July 9, 1985.



Section 234:15

234:15 Construction to Begin. – Upon approval of the plans and specifications and the municipality or municipalities interested have raised or set aside their proportional share of the estimated cost, the commissioner of transportation shall proceed with the construction of the bridge.

Source. 1945, 188:1, part 14:14. 1950, 5:1, part 9:1, par. 2. RSA 242:14. 1977, 79:5. 1981, 87:1. 1985, 402:6, I(b)(5).

Section 234:16

234:16 Joint Fund Expenditure. – Fifty percent of the contribution of the municipality or municipalities shall be remitted to the commissioner of transportation before any such bridge project is begun, and the balance shall be remitted on completion of the project, and such contribution together with the amount contributed by the state shall constitute a joint fund to be expended under the supervision and direction of the commissioner of transportation.

Source. 1921, 155:4. PL 85:8. RL 101:8. 1945, 188:1, part 14:15. 1950, 5:1, part 9:1, par. 2. RSA 242:15. 1975, 6:2. 1981, 87:1. 1985, 402:6, I(b)(5).

Section 234:17

234:17 Account. – On completion of any bridge he shall render an itemized statement of the complete cost of construction to the municipality or municipalities interested.

Source. 1921, 155:5. PL 85:10. RL 101:10. 1945, 188:1, part 14:16. RSA 242:16. 1981, 87:1, eff. April 20, 1981.

Section 234:18

234:18 Balance; Deficit. – Whenever, upon the completion of the bridge, the joint fund has not been expended in full, the unexpended balance shall revert to the state and municipality or municipalities in the same proportion as each contributed; and, whenever the cost of construction has exceeded the estimated cost, the municipality or municipalities interested shall forthwith, upon receipt of the itemized statement from the commissioner of transportation, remit to him their proportional shares of such additional cost.

Source. 1921, 155:5. PL 85:11. RL 101:11. 1945, 188:1, part 14:17. 1950, 5:1, part 9:1, par. 2. RSA 242:17. 1981, 87:1. 1985, 402:6, I(b)(5).

Section 234:19

234:19 Maintenance. – All bridges constructed or reconstructed with bridge aid funds and which are located on class II highways shall be maintained by the state.

Source. 1921, 155:7. PL 85:13. 1935, 26:5. 1937, 122:2. RL 101:13. 1945, 188:1, part 14:18. RSA 242:18. 1981, 87:1. 1985, 78:9, eff. July 9, 1985.

Section 234:20



234:20 Town Bridge Maintenance. – All bridges constructed or reconstructed with bridge aid funds and which are located on class V highways shall be maintained and repaired to the satisfaction of the commissioner of transportation by the towns in which such bridges are located. In case any city, town or unincorporated place whose duty it is to maintain and repair any such bridge neglects to maintain, or to make repairs, as ordered by the commissioner of transportation, such maintenance work or repairs shall be done under his direction at the expense of the state, and the cost thereof plus 10 percent shall be paid by such city, town, or place to the state treasurer; and in default of such payment the state treasurer may issue an extent as provided in RSA 85 for the collection of such payment.

Source. 1921, 155:7. PL 85:13. 1935, 26:5. 1937, 122:2. RL 101:13. 1945, 188:1, part 14:19. 1950, 5:1, part 9:1, par. 2. RSA 242:19. 1981, 87:1. 1985, 78:10, eff. July 9, 1985; 402:6, I(b)(5).

Bridge Inspection

Section 234:21

234:21 Policy. – It is hereby declared to be the policy of this state that bridges on regularly maintained highways be inspected as herein provided.

Source. RSA 242-A:1. 1969, 222:1. 1981, 87:1, eff. April 20, 1981.

Section 234:22

234:22 Bridges on Class I, II and III Highways. – The commissioner of transportation shall make a biennial inspection of bridges on class I, II and III highways. Records of said inspections shall be kept by the department of transportation. The commissioner of transportation may employ such assistants, engineers or consulting services as may be necessary to carry out the provisions of this subdivision.

Source. RSA 242-A:2. 1969, 222:1. 1973, 554:3. 1981, 87:1. 1985, 402:6, I(b)(5).

Section 234:23

234:23 Bridges on Class IV and V Highways and Municipally Maintained Bridges on Class II Highways. – The town or city official in charge of highways, or the selectmen of a town, shall make a biennial inspection of bridges on class IV or V highways and town or city maintained bridges on class II highways. Records of said inspection shall be kept by the town or city. Such town or city officials, or the selectmen of a town, may employ such qualified assistants, engineers or other services as may be necessary to carry out the provisions of this section. Evidence of compliance with this section shall be a prerequisite to application for state bridge aid funds. Inspection reports shall be of a standard form in current use by the department of transportation.

Source. RSA 242-A:3. 1969, 222:1. 1973, 554:1. 1981, 87:1. 1985, 402:6, I(a)(5).

Section 234:24

234:24 Inspection and Report. – As a further prerequisite to application for state bridge aid funds an inspection and report shall be made by, or under the supervision of, a registered professional engineer experienced in bridge design and acceptable to the commissioner of transportation.



Source. RSA 242-A:3-a. 1973, 554:2. 1981, 87:1. 1985, 402:6, I(b)(5).

Section 234:25

234:25 Assistance to Towns and Cities. – The commissioner of transportation shall, upon request of any town or city, inspect a bridge or bridges in said town or city and supply a copy of the record of said inspection at no expense to the town or city, provided that sufficient qualified personnel are available to make such inspections.

Source. RSA 242-A:4. 1969, 222:1. 1979, 482:3. 1981, 87:1. 1985, 402:6, I(b)(5).

Rehabilitation of Covered Wooden Bridges

Section 234:26

234:26 Department of Transportation; Authorization. – The department of transportation is hereby authorized to assist in the rehabilitation of existing wooden covered bridges upon the state secondary and town road systems in the proportions set forth under RSA 234:10 and 11, for the following purposes: (a) Replacing of floor beams and reflooring. (b) Reroofing. (c) Repair or replacement of truss members or wooden arch members. (d) Replacement or repair of piers, abutments and wing walls.

Source. 1953, 184:1. RSA 243:1. 1981, 87:1. 1985, 402:6, I(a)(5).

Section 234:27

234:27 Carrying Capacity of Bridge. – No funds shall be expended unless such bridge may be rehabilitated to a carrying capacity of at least 6 tons.

Source. 1953, 184:2. RSA 243:2. 1981, 87:1, eff. April 20, 1981.

Section 234:28

234:28 Limitation on Expenditures. – I. The total amount that may be expended on any bridge under this subdivision for the above purpose shall in no instance exceed the estimated sum that might be necessary for the construction or reconstruction of a bridge under RSA 234:4, 10 and 11. II. The commissioner of transportation may waive the requirement for a new covered bridge that replaces a covered bridge which was destroyed within the previous 5 years of application under RSA 234:5.

Source. 1953, 184:3. RSA 243:3. 1981, 87:1. 1993, 284:4, eff. July 1, 1993.

Section 234:29

234:29 Maintenance. – [Repealed 1995, 4:2, II, eff. Jan. 1, 1996.]



Section 234:30

234:30 Eligibility. – [Repealed 1995, 4:2, III, eff. Jan. 1, 1996.]

Section 234:31

234:31 Preservation of Unused Bridges. – Any municipality, upon a vote of approval at a town meeting or by city council, may recommend to the state historic preservation office that any unused covered wooden bridge over which it has jurisdiction be considered as an historic site and conveyed to the state of New Hampshire. The state historic preservation officer shall solicit expert opinion from such sources as are available to him and hold a public hearing on the proposal. Upon recommendation by the office and subject to approval by the governor and council, the municipality shall transfer and relinquish all rights and controls over said premises to the office.

Source. RSA 243:6. 1973, 241:1. 1981, 87:1. 1985, 345:2.

Bridge Regulations

Section 234:32

234:32 Bylaws of Towns. – Towns may establish bylaws to establish and post reasonable speed limits over any bridge maintained by the town, and any violation of the bylaws shall constitute a violation. Any fines collected under this section shall inure to the use of the town.

Source. 1860, 2374:1. GS 71:4. GL 77:4. PS 78:4. PL 93:12. RL 109:12. 1945, 188:1, part 21:8. RSA 251:8. 1973, 531:80. 1981, 87:1. 1996, 38:1, eff. June 23, 1996.

Section 234:33

234:33 Posting. – [Repealed 1996, 38:2, I, eff. June 23, 1996.]

Section 234:34

234:34 Lighting. – [Repealed 1996, 38:2, II, eff. June 23, 1996.]

Section 234:35

234:35 Side Openings. – [Repealed 1996, 38:2, III, eff. June 23, 1996.]

Section 234:36

234:36 Penalty for Failure to Meet Requirements. – [Repealed 1996, 38:2, IV, eff. June 23, 1996.]

Section 234:37

234:37 Interference With Lighting; Penalty. – Any person unlawfully removing or injuring any lamp or fixture, or extinguishing any light used for lighting such bridge, shall be guilty of a violation, and shall be liable to the town for all damages occasioned thereby.



Source. 1863, 2733:4. GS 71:11. GL 77:11. PS 78:11. PL 93:20. RL 109:20. 1945, 188:1, part 21:14. RSA 251:14. 1973, 531:82. 1981, 87:1, eff. April 20, 1981.

Section 234:38

234:38 Closing Highways; Detours; Penalty. – The selectmen of a town or the mayor of a city, may, by appropriate barriers and signs, temporarily close or regulate travel on any class IV or class V highway or bridge thereon, in order to perform work on such highway or bridge, and may establish, maintain and mark detours. Any person who travels on such closed highway or bridge, or who violates the provisions of such regulations, shall be fined not more than $100.


Section 234:39

234:39 Load Limits on Town Bridges; Posting. – Except as otherwise provided by law all town bridges not constructed with town bridge aid funds and which the town has the duty to maintain shall have a carrying capacity of at least 6 tons. The selectmen shall cause notice of the load limit of such town bridge to be posted on or near the entrances of such bridge. Such town bridges may be posted for a load limit of less than 6 tons but not less than 3 tons when application has been made for town bridge aid pursuant to the provisions of this chapter and action on such application is pending.

Source. 1945, 188:1, part 21:16. RSA 251:16. 1959, 288:4. 1981, 87:1, eff. April 20, 1981.

Section 234:40

234:40 Permit to Exceed Load Limit. – The selectmen of the town or the street commissioner of the city in which such bridge is situate, may grant a written permit to carry a load in excess of such posted load limit on such conditions and under such regulations as such selectmen or street commissioner believe will permit a safe travel of such excessive load without damage to such bridge.


Section 234:41

234:41 Penalty. – Any person who operates or attempts to operate any vehicle on such bridge when the weight of the load, inclusive of the vehicle exceeds such posted load limit, without such permit, or who operates or attempts to operate any vehicle on such bridge in violation of such conditions and regulations, shall be fined not more than $100.


Military Defense of Interstate Bridges

Section 234:42

234:42 Interstate Agreements. – In order equitably to allocate responsibilities between this and adjoining states for the security of interstate bridges and other interstate structures and facilities, in time of war or military emergency or when hostile destructive acts on the part of enemy agents have



occurred, are anticipated, or are suspected, the governor is hereby authorized to negotiate and to enter into formal agreements with the governors of the commonwealth of Massachusetts and of the states of Maine and Vermont relative to the protection of such interstate bridges, structures and facilities, provided such other states are authorized to enter into similar defensive agreements. Such agreements shall set forth the specific interstate bridges, structures or facilities for which each state is to provide military protection, if required by war or military emergency, or if requested under such circumstances by the appropriate authorities of the armed forces of the United States. The agreements may authorize the entrance into and the continued presence within this state of the military forces of such other states whenever and to such extent as may be required to carry out the purposes of this subdivision. A copy of each such interstate agreement shall be furnished by the adjutant general to such persons as he may deem necessary.

Source. RSA 258-A:1. 1957, 147:3. 1981, 87:1, eff. April 20, 1981.

Portsmouth-Kittery Bridge

Section 234:43-65

234:43 to 234:65 Repealed. – [Repealed 2008, 3:2, eff. Feb. 22, 2008.]

Section 234:66

234:66 Fund Established. – Any and all funds received by the department of transportation relative to the Portsmouth-Kittery Bridge, also known as the Sarah Mildred Long Bridge, shall be deposited with the state treasurer who shall keep such funds in a special nonlapsing account known as the Portsmouth-Kittery Bridge fund, to be continuously appropriated and expended by the department of transportation for the purpose of operations, maintenance, and repairs of the Portsmouth-Kittery Bridge.

Source. 2008, 3:3, eff. Feb. 22, 2008.



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Owner Address: SEAWARD, JUDITH A 28 RICE AVENUE KITTERY, ME 03904-1643

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MBLs 4·77 VIsion PID: 467 t.oc.tlon: 28 WALUNGFORD SQUARE More Info

owner Address: PALAU,MARGARET L 13 BRIDGE STREET KmERY, ME 03904-1501

MBL: 4·76 VIsion PID: 466 Location: 24 WALUNGFORD SQUARE More Info

owner Address: CRAWFORD TR, WILUAM L CRAWFORD TR, BETIY L CRAWFORD REV TR 2004 510 US ROUTE #1 KITTERY, ME 03904-5507

MBL: 4·78 VIsion PID: 468 Location: 0 TOWN LANDING fv1ore Info

OWner Address: KITIERY, INHABITANTS OF GOVERNMENT STREET TOWN WHARF 200 ROGERS ROAD KITIERY, ME 03904

MBL: 4-79 VIsion PID: 469 Location: 60 WALUNGFORD SQUARE More Info

Owner Address: PALAU TRUSTEE, MARGARET L POLAR BEAR REALTY TRUST #5 13 BRIDGE STREET KITIERY, ME 03904-1501

. MBL: 1-57 VIsion PID: 83 Location: 22 RICE AVENUE More Info

Owner Address: KITIERY, INHABITANTS OF CIVIL DEFENSE BUILDING PO BOX 808 KITTERY, ME 03904-0808

MBL: 4-80 VIsion Pm: 470 Location: 0 WALUNGFORD SQUARE

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More Info

Owner Addrus: UNITED STATES OF AMERICA 300 WESTGATE CENTER DRIVE HADLEY, MA 01035

MBLJ 1-63 VIsion PID: 89 Location: 3 LANGTON STREET More Info

owner Address: TAYLOR JR, ARNET R 18 TIDEWATER FARM ROAD GREENLAND, NH 03840

MBL: 1·64·1 VIsion PID: 90 Location: 2 JUNIPER POINT More Info

Owner Address: HANSEN TRUSTEE, ROBERT W HANSEN TRUSTEE, JUDITH K HARBOR PT RLTY TRST,2 JUNIPER KITTERY, ME 03904-1638

-MBLJ 1-64-2 VIsion PID: 91 Location: 4 JUNIPER POINT More Info

owner Addreu: FELD TRUSTEE, STEVEN E FELD FAMILY TRUST OF 1994 C/0 KAREN PARKER FELD PO BOX4365 PORTSMOUTH, NH 03802-4365

-MBL: 3·46 VIsion PID: 271 Location: 40 MENDUM AVENUE More Info

owner Address: ADAMS, CEUNA M WAKE, CAMERON P 19 MENDUM AVENUE KmERY, ME 03904-1505

MBL: 3·48 VIsion PID: 273 Location: 36 MENDUM AVENUE More Info

Owner Address: SMART, WILUAM C SMART, JUDITH P 36 MENDUM AVENUE

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KmERY, ME 03904-1505

MBL: 3·45 VIsion PID: 270 Loaltlon: 42 MENDUM AVENUE More Info

Own•r Addr•a: JOHNSON, LYNDA P JOHNSON, DAVID F PO BOX 1349 NAPLES, FL 34106-1349

MBL: 3-47 VIsion PID: 272 Location: 38 MENDUM AVENUE More Info

Own.r Address: DENNETT, ARMISTEAD DENNETT, LOUISE HOWARD 38 MENDUM AVENUE KmERY, ME 03904-1505

MBL: 3-49 VIsion PID: 274 Location: 34 MENDUM AVENUE More Info

OwnerAddrus: NOONES, DAVID W NOONES, PHYLUS D 34 MENDUM AVENUE KmERY, ME 03904-1505

MBL: 1·64·3 VIsion PID: 92 Loaltlon: 6 JUNIPER POINT More Info

Own•r Address: KUNE MD, ROBERT H KUNE, MEGAN R 6 JUNIPER POINT KmERY, ME 03904-1638

MBL: 3·50 VIsion PID: 275 Location: 32 MENDUM AVENUE More Info

OWMrAdd,_.: MELANSON TR, SANDRA J DAROMIRO FAMILY NOMINEE TRUST PO BOX413 CONCORD, MA 01742·0413

-MBL: 3·51 VIsion PID: 276


GIS

Location: 30 MENDUM AVENUE More Info

OWner Address: ANDERSON, EDWARD D ANDERSON, LUCILLE V 30 MENDUM AVENUE KITTERY, ME 03904-1505

MBL: 3·52 VIsion PIDZ 277 Location: 28 MENDUM AVENUE More Info

OWner Address: GAUDISSART, OUVIER P GAUDISSART, CLAIRE H 28 MENDUM AVENUE KITTERY, ME 03904·1505

MBL: 3·57 VIsion PJD: 283 Location: 16 MENDUM AVENUE More Info

OWner Address: COLUNS TRSTES, ROY W & MARY E RW & ME COLUNS DEC OF TRUST 2331 GOLDEN HORSESHOE CIRCLE LAKELAND, FL33810-2751

·-MBL: 3·53 VIsion PID: 278 Location: 26 MENDUM AVENUE More Info

OWner Address: FRANKUN, DALTON J FRANKUN, ANN N 26 MENDUM AVENUE KITTERY, ME 03904-1505

MBL: 3·55 VIsion PIDI 281 Location: 22 MENDUM AVENUE More Info

Owner Address: DUNN, JONATHON S & JOSEPH C DUNN, MEAGHAN C 22 MENDUM AVENUE KITTERY, ME 03904-1505

MBL: 3-58 VIsion PJD: 284 Location: 14 MENDUM AVENUE Mor'e Info

OWner Address: LONG-BROUGHTON, NANCY 8

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14 MENDUM AVENUE KmERY, ME 03904-1505

MBL: 3-56 VIsion PlD: 282 Location: 20 MENDUM AVENUE More Info

Owner Address: HOLUSTER, KENNETH ROBERT HOLUSTER, JUDITH L 20 MENDUM AVENUE KITTERY, ME 03904-1505

11::::'::""""

MBL: 3-59 VIsion PlD: 285 Location: 12 MENDUM AVENUE More Info

OWner Address: EDWARDS, KELVIN C EDWARDS, ROYAUNE B 12 MENDUM AVENUE KITTERY, ME 03904-1505

MBL: 3·60 VIsion PlD: 286 Location: 10 MENDUM AVENUE More Info

OwnerAddren: HARVEY, VALERIE L 10 MENDUM AVENUE KITTERY, ME 03904-1505

MBL: 1-19 VIsion PlD: 44 Location: 1 BADGERS ISLAND WEST More Info

OWner Address: MARQUIS, ANTHONY 127 ADUNGTON ROAD EUOT, ME 03903-1703

MBL: 1·24 VIsion PlD: 48 Location: 11 BADGERS ISLAND WEST More Info

OWner Address: MCGARRY, EDWARD I 11 BADGERS ISLAND WEST KITTERY, ME 03904-1601

MBL: 1·30 VIsion PlD: 103666 Location: 27 BADGERS ISLAND W UNIT

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OWner Address:

-MBL: 1·30-1 VIsion PID: 101742 Location: 27 BADGERS ISLAND W UNIT 1 More Info

OWner Address: MARTINEAU JR, RAYMOND l PO BOX 118 DOVER, NH 03820

MBL: 1·30·2 VIsion PID: 101943 Location: 27 BADGERS ISLAND W UNIT2 More Info

OWner Address: BEEVERS, EDWARD A BEEVERS, M SUZETTE 27 BADGERS ISLAND W UNIT 2 KIITERY, ME 03904·1601

MBL: 1-30-3 VIsion Pm: 101962 Location: 27 BADGERS ISLAND W UNIT3 More Info

Owner Address: LABRANCHE, BETTY A LABRANCHE, JAMES W 27 BADGERS ISLAND WEST UNIT 3 KmERY, ME 03904-1601

-MBL: 1· 30-4 VIsion PID: 101963 Location: 27 BADGERS ISLAND W UNIT4 More Info

owner Address: FROIO, GARY R FROIO, SUZANNE Y 4993 BACOPA LANE S UNIT 705 ST PETERSBURG, FL 33715-2651

MBL: 1·30-5 VIsion PID: 101964 Location: 27 BADGERS ISLAND W UNITS t-lore Info

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Owner Address: KARALEKAS TRS, PETER S & MARY R 1027 OCEAN BOULEVARD RYE, NH 03870

MBL: 1·30·6 VIsion PID: 102002 Location: 27 BADGERS ISLAND W UNIT6 More Info

Owner Address: LAPIERRE PROPERTIES LLC C/0 BADGER ISLAND MARINE 32 ROUTE 236 KITTERY, ME 03904-5525

MBL: 1-18 VIsion PID: 103674 Location: ISLAND AVENUE UNIT More Info

Owner Address:

MBL: 1-18-1 VIsion PID: 100962 Location: 4 ISLAND AVENUE UNIT 1 More Info

OWner Address: SPYRIDAKIS, MICHAEL P 542 MAST ROAD GOFFSTOWN, NH 03045

MBL: 1·18·2 VIsion PID: 100965 Location: 4 ISLAND AVENUE UNIT 2 More Info

owner Address: WEST TR, RUSSELL WEST TR, MARY ANN WSTTRUST 147 STEARNS ROAD MARBOROUGH, MA 01752

MBL: 1·18-3 VIsion PID: 100966 Location: 4 ISLAND AVENUE UNIT 3 More Info

OWner Address: PLEAU, LARRY PLEAU, WENDY 650 SPY GLASS SUMMIT CHESTERFIELD, MO 63017

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MBL: 1·18-4 VIsion PID: 100968 Location: 4 ISLAND AVENUE UNIT 4 More Info

Owner Address: BRIGGS, CRAIG H PO BOX36 YORK HARBOR, ME 03911·0036

MBL: 1-18·5 VIsion PID: 100969 Location: 4 ISLAND AVENUE UNIT 5 More Info

OWner Address: BOYD TR, FBO MARTHA LEE JAMES M STINE IRR TR, MERRILL LYNCH C/0 INDUSTRY CONSULTING GR INC PO BOX 810490 DALLAS, TX 75381-0490


Owner Address: DROBNYK TR, GAIL GAIL DROBNYK TRUST 4 ISLAND AVENUE UNIT 6 KmERY, ME 03904-1614


OWner Address: KENSLEA, MICHAEL 4 ISLAND AVENUE UNIT 7 KmERY, ME 03904·1614

MBL: 1- 18-8 Vision PID: 100972 Location: 4 ISLAND AVENUE UNIT 8 More Info

OWner Address: HELLER TRUSTEE, SARAH R SARAH R HELLER REV TRUST 2001 4 ISLAND AVENUE UNIT 8 KITIERY, ME 03904-1614

MBL: 1-18-9 Vision PID: 100988 Location: 4 ISLAND AVENUE UNIT 9 More Info

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OWner Address: PISCATAQUA MARINE LLC C/0 SKY MAHER PO BOX430 PORTSMOUTH, NH 03802-0430


Owner Address: BLAKE, GORDON C 15 BADGERS ISLAND WEST KITTERY, ME 03904-1601

-MBL: 1·23··1 VIsion PID: 100983 Location: 9 BADGERS ISLAND WEST UNITt More Info

Owner Address: PREFONTAINE, ROBERT F 1465 SAN MARCO ROAD MARCO ISLAND, FL 34145

MBL: 1-23--2 VIsion PID: 100986 Location: 9 BADGERS ISLAND WEST UNIT2 More I nfo

OWner Address: PORTER TR, BARBARA E BARBARA E PORTER REV TR 10/15/07 9 BADGERS ISLAND WEST UNIT 2 KITTERY, ME 03904-1676

MBL: l -23··4 VIsion PID: 100987 Location: 9 BADGERS ISLAND WEST UNIT4 More I nfo

owner Address: LANDGARTEN TRUSTEE, RAE RAE LANDGARTEN TRUST 9 BADGERS ISLAND WEST UNIT 4 KITTERY, ME 03904·1660

MBL: 1·23·· 5 VIsion PID: 100985 Location: 9 BADGERS ISLAND WEST UNITS More I nfo

owner Address: HERMAN TR, MARSHA

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MARSHA HERMAN REV TRUST 1998 9 BADGERS ISLAND WEST UNIT 5 KmERY, ME 03904-1660

MBL: 1·23--3 VIsion PID: 100984 Location: 9 BADGERS ISLAND WEST UNITJ More Info

Owner Address: SCAGNEW, PAUL B SCAGNELU, BARBARA A 9 BADGERS ISLAND WEST UNIT 3 KITTERY, ME 03904

MBL: 1-23··6 VIsion PID: 100989 Location: 9 BADGERS ISLAND WEST UNIT6 More Info

OWner Address: FILLMORE TRUSTEE, JOANN D JOANN D FILLMORE REV TRUST 1996 PO BOX 799 GREENLAND, NH 03840·0799

- -,-MBL: 1-23 VIsion PID: 103675 Location: 9 BADGERS ISLAND WEST UNIT More Info

OWner Address:

MBL: 1·23--7 VIsion PID: 101022 Location: 9 BADGERS ISLAND WEST UNm More Info

Owner Address: JADE REALTY CORPORATION PO BOX 799 GREENLAND, NH 03840-0799

MBL: 1-14 VIsion Pm: 14 Location: 18 ISLAND AVENUE More I nfo

OWner Address: SOBEL TRS, JONATHAN WATSON & VALERIE ANN J W SOBEL & V A SOBEL REV TRUSTS 49 SHEAFE STREET

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GIS

PORTSMOUTH, NH 03801

MBL: l-13 VIsion PID: 13 Location: 221SLAND AVENUE More Info

OWner Address: VAUGHAN, MORTON B VAUGHAN, MARY JANE M PO BOX 128 KITTERY, ME 03904-0128


OWner Address: ISF PROPERTIES LLC PO BOX 574 EUOT, ME 03903-0574

- --=======-=-.. MBL: 1-26 VIsion PID: 52 Location: 19 BADGERS ISLAND WEST More Info

OWner Address: DESFOSSES, PHIUP R DESFOSSES, MARGARET D 3201 LAFAYETTE ROAD PORTSMOUTH, NH 03801


OWner Address: SAUSBURY, JEFFREY C 23 BADGERS ISLAND WEST KITTERY, ME 03904-1601


owner Address: EAGER, RALPH T EAGER, CATHERINE M 25 BADGERS ISLAND WEST KITTERY, ME 03904-1601

MBL: 1-ll VIsion PID: 11 Location: 24 ISLAND AVENUE More I nfo

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owner Address: CHRISTY, EDWIN B 197 RICHARDS AVENUE PORTSMOUTH, NH 03801-5237

MBL: 1·31 Vlsfon PID: 57 Location: 31 BADGERS ISLAND WEST More Info

owner Address: GAGNER FAMILY UMITED PART % WEATHERVANE SEAFOODS 31 BADGERS ISLAND WEST KmERY, ME 03904-1698

-MBL: 1-39 VIsion PID: 66 Location: 22 BADGERS ISLAND WEST More Info

Owner Address: MILLAR TRUSTEE, WILUAM H WILUAM H Mll:LAR REV TRUST 22 BADGERS ISLAND WEST KITTERY, ME 03904-1601


Owner Address: CRAWFORD, BRUCE E POTTERS, SUSAN 149 BOYDS CORNER SOUTH BERWICK, ME 03908


OWner Address: CASTELLANO, JOAN E PO BOX 341 KmERY, ME 03904-0341

MBL: 1·42 VIsion PJD: 69 Location: 10 BADGERS ISLAND WEST More Info

Owner Address: LEONARD, MICHAEL K WORTHINGTON, LORRAINE l 5 BOSTON HARBOR ROAD DOVER, NH 03820

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owner Address: BUSH, BARRY J BUSH, FLORA M 7 ISLAND AVENUE KITIERY, ME 03904-1614


OWner Address: NOONEY TRUSTEE, JACQUELYN JACQUELYN NOONEY REV TRUST 483 HAROLD L DOW HIGHWAY EUOT, ME 03903

-· MBL: 1-40 VIsion PID: 67 Location: 20 BADGERS ISLAND WEST More Info

Owner Address: NEWSON, DAVID 187 STATE ROAD KmERY, ME 03904-1517


owner Address: MITCHELL, CHARLES T MITCHELL, DONNA PO BOX 8600 PORTSMOUTH, NH 03802-8600

--MBL: 1·01 VIsion PID: 103673 Location: ISLAND AVE UNIT More Info

Owner Address:

,

MBL: 1-01-1 VIsion PID: 102302 Location: 3 ISLAND AVENUE UNIT 1 More I nfo

Owner Address:

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IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801


OWner Address: IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801

MBL: 1-01·3 VIsion PID: 102182 Location: 3 ISLAND AVENUE UNIT 3 More Info

OWner Address: IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801

MBL: 1-01-4 VIsion PID: 102202 Loc•tlon: 3 ISLAND AVENUE UNIT 4 More Info

owner Address: IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801

MBL: 1·01-5 VIsion PID: 102203 Location: 3 ISLAND AVENUE UNIT 5 More I nfo

owner Address: IOROANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801


OWner Address:

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IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801

,_-MBL: 1·01-7 VJslon PID: 102204 Location: 3 ISLAND AVENUE UNIT 7 More Info

Owner Address: IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801 •


Owner Address: IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801

-MBL: l-01·9 VIsion PID: 102103 Location: 3 ISLAND AVENUE UNIT 9 More Info

Owner Address: IORDANOU TRUSTEE, ATHANASIOS IORDANOU TRUSTEE, PETER A & P REALTY TRUST 15 VAN BUREN AVENUE PORTSMOUTH, NH 03801

MBL: l-37 VIsion PID: 63 Location: 24 BADGERS ISLAND WEST More Info

Owner Address: HANSEN TR, MARY T MARY T HANSEN REV TR 2001 24 BADGERS ISLAND WEST KmERY, ME 03904-1601

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