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Barrett Street, Barrett St Brook and King Street BrookREPORT ON KING STREET BROOK DRAINAGE AREA prepared for STOP & SHOP COMPANIES, INC. July 9, 1984 Prepared By ALNER HUNTLEY JR., & ASSOCIATES, INC. 125 Pleasant Street Northampton, MA 01060 0~ r~i,ySS s s M.: ~00 WNTLLY. JR. '1k ~ A~o~F` SSc No. D41~9 A FONAJ~~ •~y ti ALMER HUNTLEY, JR., & ASSOCIATES, INC. LAND SURVEYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS CONTENTS Page Introduction ....1-3 King Street Brook 4-8 Proposed Solutions............ 9-10 Exhibit 1 - Proposed Site Plan Exhibit 2 - Areas of Growth Commonly Found in Wetland Areas Exhibit 3 - King Street Brook Watershed Exhibit 4 - King Street Brook Route Exhibit 5 - King-Street Brook Profile Exhibit 6 - Existing Conditions of Barrett Street Exhibit 7A - King Street Brook Diversion Taking Plan May 22, 1905 Exhibit 7B - Culvert Agreement between NY NR & A Railroad & City of Northampton Exhibit 7C - Order of Taking for King Street Brook Diversion Exhibit 8 - Kingsgate Plaza Drainage Plan - 1961 Exhibit 9 - Proposed Site Plan and Cross Sections prepared for Stop & Shop Companies Inc. (This plan is not attached in the report; it is a 3'x 9' roll plan) Exhibit 10 - Copy of Notice of Intent for proposed Stop & Shop Super Market ALMER HUNTLEY, _JR,, & ASSOCIATES, INC. SURVEYORS ENGINEERS - LANDSCAPE ARCHITECTS INTRODUCTION The Stop & Shop Companies are the owners of a shopping center on the westerly side of King Street, Northampton, Mass., known as "Kingsgate Plaza". Anchor stores are a Stop & Shop supermarket, a Bradlees Department Store, and a Serve-U store, along with several satelite stores. To provide the latest in public convenience in shopping, Stop & Shop Companies have developed what is called a "Super Stop & Shop". These new super Stop & Shop stores not only offer basic foot items, grocery, meat, produce, self service deli, and dairy, but also specialty departments, such as service, cheese, salad bars, melon bar, fresh pasta, service fish, service bakery, soup to go, flowers, service delicatesson and bulk foods. They also include wide assortments of general merchandise. The site that Stop & Shop wishes to construct their new store lies immediately to the North of the present Kingsgate Plaza and contains a total of 15.907 Acres. The site comprises of two parcels of land; 13.946 Acres owned by the Graves Realty Company and 1.961 Acres owned by the 246 King Street Realty Trust: Stop & Shop Companies have a purchase option on each of the properties, providing they can be developed as proposed. The location of the proposed project is shown on Exhibit 1. The existing Kingsgate complex is shown as "A" and the proposed project is denoted as "B". Access to the proposed complex will be through the existing Kingsgate complex and by an access road running northerly to Barrett.Street, as shown on Exhibit 1. Stop & Shop Companies filed a Notice of Intent with the Northampton Conservation Commission and a public hearing was held on January 30, 1984. A second public hearing to further discuss the project was held on March 19, 1984. See Exhibit 10. After discussions at that public hearing, Stop & Shop Companies requested a continuance of that hearing, so that further information relating to the wetlands issues could be presented to the Commission. Almer Huntley, Jr., & Associates, Inc. has been retained by Stop & Shop Companies to prepare a report on the wetlands issues of the site and to present the report on July 9, 1984, to the Commission. Almer Huntley, Jr., & Associates, Inc. believes that the wetlands issues can be addressed in a sensible manner and that the project can be constructed without adverse effects on the environment. ALMER HUNTLEY, JR., & ASSOCIATES, INC. j SURVEYORS -ENGINEERS= LANDSCAPE KRCH1TECTS°-~ I Pg. 2 Portions of the proposed site and adjacent land contain growth commonly found in wetland areas necessitating a determination of applicability as an Inland Wetland, by definitions in the Wetlands Protection Act Regulations, effective April 1, 1983, adopted under MGL Chapter 131, Section 40. These j areas are delineated on Exhibit 2. There are no brooks or streams within the proposed site. Topographical surveys have been made of the proposed site and adjacent land bordering on the south owned by Stop & Shop Companies; on the west owned by the City of Northampton; and along the route of the King Street Brook from the box culvert under the old railroad. bed (formerly NY, NH, & H Railroad, Williamsburg Branch), hereinafter referred to as the "upper culvert", northerly to the box i culvert under the old railroad bed (formerly NY, NH, & H Railroad, Shelburne j Branch), hereinafter referred to as the lower culvert adjacent the Hampton Gardens Housing Complex. Topography of the proposed site ranges in elevation from E1. 141.3 MSL to E1. 152 MSL. The lower elevations tend to be located at the southerly and westerly sides of the property and the higher elevations at the easterly and northerly portions. The areas containing growth commonly found in wetland areas tend to be located below E1. 143 MSL. Refer to Exhibit 2 and Exhibit 9. - i The adjacent area to the south is the Kingsgate Plaza shopping center; the E i various abuttors to the east are automobile dealerships, an auto parts supplier, a heavy equipment sales and repair shop, and a home heating fuel oil storage and office. In part, land to the west is owned by the City of I Northampton and in part by private ownerships, and not developed. Two single family homes abut the project land at its northwest west corner on Barrett Street. The topographical surveys, examination of drainage piping, storm water culverts, records at the Hampshire County Registry of Deeds and at the City of Northampton Department of Public Works, and construction plans of the Kingsgate Plaza prove beyond any reason of doubt, that the areas containing growth commonly found in wetland areas on the project parcel have been man-made within the past twenty years. The site parcel has been used as farm land, growing hay~ and. agricultural crops over its entirety. Presently, due to the artificially I created wetlands, this cannot be accomplished. ALMER HUNTLEY, JR., & ASSOCIATES, INC. crTnvnvlwc _ FN(:TNFFRC _ i.ANTIR(`APF AR(`NTTF.('.TC Pg. 3 The mitigating factors which cause this problem are: 1. Lack of maintenance of the channel of King Street Brook and associated culverts. 2. The inadequately sized culvert that carries King Street Brook under Barrett Street. 3. The obstruction in the culvert under Barrett Street which reduces the available culvert flow capacity by almost fifty percent (50°x). 4. The lack of maintenance of the drainage outlet from the Stop & Shop parking lot into the King Street Brook. These items are inter-related and the resolution of one of the items will not solve the whole problem. They must be dealt with collectively to provide a solution to this problem. The balance of this report discusses the problems in depth and offers solutions to them that are reasonable. ALMER HUNTLEY, JR., & ASSOCIATES, INC. r KING STREET BROOK The King Street Brook, sometimes called Barrett Street Brook, is the collection point for a large drainage area of the City. The area of the watershed is approximately 425 acres, mostly residential with some commercial and industrial contribution. The watershed is shown on Exhibit 3. Until 1905, the King Street brook flowed easterly and parallel to the NYNH&H Railroad tracks and entered culverts on or near King Street. It has been claimed that this brook was used as a feeder stream for the New Haven - Northampton Canal. In 1905, because of the flooding problems caused by this brook, the City of Northampton entered into an agreement with the NYNH&H Railroad to install a culvert under the Williamsburg Branch of the railroad, the upper culvert. See Tl, M M r 7u At the same time, the City took in fee, a strip of land of varying width to construct a channel to convey the waters of the King Street Brook, northerly to the Connecticut River. See Exhibit 7A&7C. The intent of this action was to divert the King Street Brook so that it flowed northerly via the new culvert under the railroad and along the newly created channel to the Connecticut River. The brook is now enclosed until it flows into an open channel at a point a few hundred feet southwesterly of the upper culvert. The brook then flows under the old railroad bed through a 4'x4' concrete culvert. The flow continues in a northerly direction through land of the City (the westerly abuttor to the project site) to Barrett Street, where it flows under Barrett Street through a 24" culvert. The flow continues northerly to the lower culvert, where it enters a 4' wide by 5' high stone arch box culvert. After the brook passes under the old railroad bed via this lower culvert it immediately enters a 5' diameter RCP reinforced concrete pipe which flows under the Coca Cola Bottling Plant yard and building to join a 3 1/2' high x 4' wide reinforced concrete box culvert, which was constructed under the King Street - Bridge Road - Damon Road intersection. This culvert discharges a short distance northerly of the intersection of King Street and Damon-Road and flows via an open ditch and culverts under the B & M Railroad and Interstate 91 to its discharge at the Connecticut River approximately a thousand feet northerly of Damon Road. The routing is shown on Exhibit 4. ALMER HUNTLEY, JR., & ASSOCIATES, INC. Pg. 5 The topographical survey and field investigation of King Street Brook and its culverts have revealed that the gradient of the brook between the upper railroad culvert at the rear of the Kingsgate Plaza and the lower railroad culvert near the Hampton Gardens project is extremely flat. The overall horizontal distance between the two culverts is 2,675 feet, with a one foot drop in elevation, which creates a theoretical gradient of .000374. From the lower culvert under the old railroad bed at Hampton Gardens, the line drops 4.2 feet in approximtely 900 feet where it discharges into the ditch leading to the Connecticut River. There does not seem to be a problem in the drainage flow from the lower culvert to the Connecticut River. Exhibit 5 depicts the horizontal and vertical plan of the Brook between the two railroad culverts. The invert of the upper railroad culvert is E1. 139.8 MSL. The depth of the sediment in the culvert is 1.6 feet deep, making the elevation of the Brook channel El. 141.4 as it leaves the culvert. The sediment is the accumulation of many years of material settling out after being transported from upstream locations. Much of this material is sand from winter sanding of streets in the watershed. Approximately 1,700 feet downstream from the upper railroad culvert, the Brook reaches Barrett Street. As noted before, the culvert under Barrett Street is 24" in diameter, which is inadequate to take care of the King Street Brook flows. The invert of the upstream end of this culvert is E1. 139.8 MSL, while the theoretical Brook gradient at this point is 139.17, making the culvert invert .63 feet (7 3/4") higher than the stream gradient. Passing through the culvert is a 10" cast iron sanitary sewer pipe. The elevation at the top of this sewer pipe is E1. 140.70. The bottom of the sewer pipe is approximately elevation 139.7. This condition effectively places a barrier within the culvert and reduces the capacity of the culvert by almost 50%. The above described conditions are shown on Exhibit 6. At the lower railroad culvert invert, the Brook channel coincides with the invert of stone arch culvert. This condition is due to the flushing action of' the storm drainage discharge from the Hampton Gardens project and the improved gradient through the culvert to its point of discharge north of Damon Road. ALMER HUNTLEY, JR., & ASSOCIATES, INC. QTTnvFVnnc - RN(1TNFRRC - T.ANTIC(`.APR ARC'.HTTF.C'.TC Pg. 6 The channel of the brook between the three culverts is silted up to elevations as much as two feet above the theoretical gradient. The channel meanders to some degree and, in some places, can be difficult to find due to the growth of alders, willows, weeds and grasses. In many locations the channel is clogged with logs and rubbish. The entrance to the culvert at Barrett Street is clogged with wood, rubbish and shopping carts. As a result of the above described conditions, Barrett Street acts as a dam across the Brook and has caused a large area upstream to become a swamp or wet meadow. As noted hereinbefore, depending on the location under consideration, this has caused areas up to EL. 143 to become wetlands. The City of Northampton has maintained the channel of the Brook for many years. A portion of the Brook passes through land of the City, which was a part of the so-called "Poor Farm". This land was used for hay and crops. There was a "cattle pass" culvert under the Williamsburg branch of the old railroad bed to provide access to the fields from the farm buildings, which were located near where the B'Nai Israel Synagogue now is located. The Northampton Department of Public Works has attempted to secure funds for many years to dredge or otherwise improve the King Street Brook channel. However, funding constraints have not allowed the dredging and other improve- meets to be accomplished. In 1961, Stop & Shop Companies constructed the Kingsgate Plaza. The drainage from the parking lot and from roof drains was picked up by a drainage system and discharged into the King Street Brook. Exhibit 8 shows that drainage scheme in detail. We have field checked the drainage system and found that it was constructed closely in conformance with the plans. The parking lot drainage in front of the Bradlees store sheet flows to the north side of the lot and is picked up by a concrete channel with an iron grillwork covering it. The water flows along the channel and enters two 18" reinforced concrete culverts which run in a westerly direction under the northerly side of the parking area and beneath the driveway area between the Bradlees store and the property line. The culverts discharge into a second concrete channel covered by an iron grill. This covered channel picks up some drainage water from the parking area in the rear of the Bradlee store and discharges at a point about 30 feet easterly of the King Street Brook. The discharge is then supposed to flow via a ditch to the Brook. ALMER HUNTLEY, JR., & ASSOCIATES, INC SURVEYORS =ENGINEERS---LANDSCAPE-ARCHITECTS- Pg. 7 As the 18" RCP drainage lines pass through the area between the Bradlee store and the property line, two 10" drainage pipes were extended northerly to intercept and carry surface drainage from the abutting property on the north into this new drainage system. These connections were made because the construction of the Ringsgate Plaza required grading of the site in such a manner as to block the natural drainage of the abutting land to the north. The R.ingsgate Plaza plans show that the elevation of the Barrett Street Brook at the point of intersection with the ditch leading from the concrete channel was E1. 140.9. The invert of the concrete channel design grade was to be El. 141.2. Our investigation shows that the invert of the end of the concrete channel as it was constructed is El. 140.6.. The water elevation in the Brook where the channel is supposed to discharge is E1. 142.6. Invert of Channel - Design E1., 141.2 Invert of Channel - As-Built E1. 140.6 Water Elevation in Brook - 1961 E1. 140.9 Water Elevation in Brook - 7/2/84 El. 142.6 Ground Elevation between end of Concrete Channel and Brook 7/2/84 El. 143.0 Standing Water Elevation in Concrete Channel 7/2/84 El. 142.9 The drainage water cannot exit the concrete channel due to: a. the high ground elevation between the channel exit and the Brook; b. the elevation of the Brook has risen by 1.7 feet since 1961. The standing water in the channel is E1. 142.9. This water elevation is higher than the invert of the drains which were to carry the surface water from the property to the north. The inverts of these drains are 141.88 and 141.3 respectively. With the standing water in the drain at elevation 142.9, these lines are surcharged. Land to the north, cannot drain and remains flooded. During storms and other times of high runoff, it is our opinion that the storm water is discharged onto the land to the north, as it cannot exit through its designed outlet to the Brook. With the property to the north being continually flooded at or near E1. 143.0, certain areas that were formerly crop land now support a growth of willow, alder and wetland grasses. ALMER HUNTLEY, JR., & ASSOCIATES, INC. --SU-RVEYOR-S--- ENGINEERS---L-AN.DSCAPE--ARCHI-TECTS - - Pg. 8 The property to the north which is being flooded by this back-up of drainage I water is the proposed site of the new Super Stop & Shop store and its parking lot. ALMER HUNTLEY, JR., & ASSOCIATES, INC. PROPOSED SOLUTIONS After studying the drainage problem in the area, and the conclusions, the Stop & Shop Companies wish to propose the following solution so that they can proceed with their project. 1. Dredge King Street Brook: The King Street Brook would be dredged from the upstream end of the upper railroad culvert, including removal of the sediment in the culvert down to its invert, to the lower railroad culvert. The ditch would be constructed to a proper cross section and brought to its theoretical grade. 2. Barrett Street Culvert: A culvert of proper size would be constructed at Barrett Street. Because of the centerline elevation of Barrett Street, this culvert would be low head reinforced concrete design. 3. Relocate Sewer Line at Barrett Street: The sanitary sewer which crosses through the Barrett Street culvert and effectively blocks up the culvert will have to be replaced with a sanitary sewer siphon arrangement to pass the sewage under the proposed culvert. A preliminary review of the siphons criteria indicate this is a viable solution. 4. Create a Drainage Retention Area: The Stop & Shop Companies will create a drainage detention area on a portion of the land they wish to construct the new facility. The drainage from the parking and roof drains of the new facility will drain into this area, which will lie northwesterly of the proposed store and parking lot. Its. size and elevation will be designed to provide a detention for storm flows from the King Street Brook watershed as well. The Stop & Shop Companies are willing to fund the engineering design and the construction of the above items if they are allowed to proceed with their project. The City of Northampton would greatly benefit. The drainage problem on the King Street Brook would be taken care of, a new culvert and sewage line would be constructed at Barrett Street, and a storm water detention area would help ALMER HUNTLEY, JR., & ASSOCIATES, INC. ~`----"-'__----SURVEYORS"=-ENGINEERS= LAN-DSCAPE°ARCHITECTS - i Pg. 10 • 1. i i regulate the storm flows on King Street Brook, and there would be a large increase to the City's tax base and the providing of a large number of jobs to I City residents. The proposed stores and parking area that Stop & Shop wishes to construct are shown on Exhibit 9 as a plan and cross-section. The area will be cleared and grubbed and top soil removed. Gravel fill will i be brought in and compacted until the design grades are reached. In some areas, only 18" to 24" of fill will be brought in, while other areas, especially beneath the proposed stores, up to seven feet of fill will be needed. I The total area of filling will be approximately 7.5 acres. Of that total, 1.1 acres are "wetland" (El. 143 and lower), which has been artificially created. The proposed detention site would have an area of 1.95 Acres, and would more than compensate for the artifically created "wetlands" that would be filled by the project construction. .11 ALMER HUNTLEY, JR., & ASSOCIATES, INC. o Vl%~ vL Iva~ ~.r i IM ~ 1 J~ EXHIBIT 3 l r ~ i V 4"TT fto IT~•~ {f ` Y r 0 4VF.... 1 aT ARO~c ciim s" 4 r t a "CMaY4w alt \ ZD. LACE OT"W o ,.0". 4 ~ NG WATE~SHEP- 10 Olt z _ ` i 2 p~ M ? V M \ ~ al n' t 4- f l ~ ~vE ti tiGtl i ~ ~r * • i 2D3 : ~ (~1 William H. Welch LAW OFFICES, INC. 143 MAIN STREET NORTHAMPTON, MASSACHUSETTS 01060 July 19, 1984 TO: NORTHAMPTON CONSERVATION COMMISSION City Hall Northampton, Mass. 01060. Gentlemen: AREA CODE 413 TEL. 584,0368 I represent Mr. Norman Graves who owns the land on which the Wetland petition has been filed by Stop & Shop. Mr. Graves has an agreement with Stop & Shop to sell this land at a substantial price assuming all necessary permits are granted. I was not able to be at the meeting on July 9th as I had a prior commitment in Boston. However, I have reviewed the plans and the facts which Almer Huntley developed. These facts appear to me to establish beyond much reasonable doubt, that at one point prior to 1905, the stream which presently flows behind Mr. Graves' land instead of running in a northerly direction at the rear of the present Stop & Shop complex ran east and southerly. By a taking recorded on July 12, 1905 in the Hampshire Registry of Deeds, Book 596, Page 375, the Sewer Commissioners of Northampton made a taking which read in part: "Whereas public health and convenience require the taking and diversion of the stream known as the King.Street Brook beginning on said stream about 654 feet above the mouth of the sewer on State Street, and in the rear of home lot of Mary Fitzpatrick, so that said stream as diverted shall empty into the Connecticut.River at a point near the northeasterly corner of land of Minnie E. Mason * * and said stream is hearby taken in order to be diverted in accordance with the following layout". TO: Northampton Conservation Commission Page 2 A copy of the taking and plan are recorded in the Hampshire Registry of Deeds, Book 596, Page 170 and 171. Thereafter, the stream was diverted to run in back of what is now Mr. Graves' land, under Barrett Street, under King Street and out to the Connecticut River, and this stream is therefor owned and controlled by the City of Northampton. I believe Mr. Huntley explained to you how this stream now drains some 425 acres or-more of the Prospect Street, Elm Street, Childs Park, Jackson Street area and how the bed of this stream has risen in height and overflowed onto the Graves' property, flooding it. This has occurred because of the failure to dredge and maintain the stream and to clear it of obstructions as a trip to the Barrett Street culvert will readily show. Mass.General Laws,Ch.83,§l relative to the con- struction and maintenance of sewers and drains provides in part: "Drains and sewers so laid out shall be built, repaired, maintained and owned by the town." This requirement that a city or town maintain its sewers and drains is not merely a idle requirement that can be ignored. As I understand, the City Engineers Office has, on occasion, requested money to dredge and clean this brook so as to fulfill the city's responsibility as set forth in Ch.83,§l but the money has not been provided. As far back as 1890 in the case of Bates v. The Inhabitants of Westborough, a town was held liable in tort for flooding the plaintiff's land with backwater from a drain. This drain had become choked up and obstructed. The jury awarded damages to the landowner on the basis of a complaint which said in part: "that it was the duty of the defendant (Town) to keep said drain clear and unobstructed but the defendants carelessly and negligently allowed the drain to become obstructed." as a result of which Plaintiff's land was flooded. T0: Northampton Conservation Commission Page 3 The Supreme Court, back in 1890, said in part: "The town has no prerogative to flood the lands or to stop the drains of'other land- owners without paying for it and if it does so without authority of law, is liable to an action of tort." At Page 82 "Thus, in the instance of sewers, it is settled that if the plaintiff can prove that the injury was caused by the negli- gence of the City, either in the original con- struction of the sewer or in not keeping it free from obstructions, he may maintain an action against the city * * * * so if by a system of drains, a City artificially diverts surface water from its natural course and accumulates it on the plaintiff's land in such quantities as to create a private nuisance, it may be liable to an action. * * * * So, if it negligently fails to keep a culvert under a highway in such condition as not to obstruct a natural stream." This case has been cited on numerous occasions and, in fact, the law is now even more stringent as far as the duty of landowners to abutters not to overflow or divert water onto their neighbors' land. In the case of Lobster Pot of Lowell v. Lowell, 333 Mass. 31, the Supreme Court held: "A municipality is not responsible for damages which accrue to individuals through any defect or inadequacy in the plan of its system of sewers but is responsible for damages which accrue to individuals in the contruction, maintenance or operation of its system of sewers. This principle also applies equally to drains or sewers. In the case of the plaintiff was entitled Brockton for damage to his the city to keep a highway to interrupt the flow of a Belkus v. Brockton, 282 Mass. 285,~ to recover damages from the city of property from negligent failure of culvert in such condition so as not natural water course which as a TO: Northampton Conservation Commission Page 4 flooded result,/his premises. The Court, in effect held that: "Where, however., damage is not a necessary result, but occurs because of conduct.of the municipality in performing or maintaining the authorized under- taking, there is no legitimate taking of property by legislative mandate; there is tortious action which entitles the injured person to redress from the wrongdoer. * * * * If the injury is permanent and unchanged by a cessation of the injurious action, the damage is the difference in the fair market value of the injured premises before and after the injury." It used to be that a landowner could with impunity grade and improve his land even though he thereby diverted surface water onto his neighbor's land and he was not liable. However, this principal of law called the "Common Enemy" approach to surface water problems has now been changed in Massachusetts by the decision of.Tucker v. Badoian, 376 Mass. 907 and the rule now is that one has an obligation to use reasonable care in the use of his property called the "Reasonable Use Standard". This standard was applied in a recent case where the Department of Public Works tried to claim they had the right to empty water through their drainage system onto the land of the plaintiff, Triangle Center. In the case of Triangle Center v. Dept. of Public Works, 386 Mass. 858, decided in 1982, the Massachusetts Supreme Court indicated towns and cities have no greater common law rights than the Gommonweaith and that the old rule which permitted land owners to divert surface water onto neighboring property was rigid and anarchic. They said: "The Government's right, expressed in Holleran, supra, and Turner, supra, to divert surface water from public ways onto neighboring property, is also rigid and anarchic." The court went on to say that the Department of Public Works had no right to discharge water onto the plaintiff's TO: Northampton Conservation Commission Page 5 land, that it created a private nuisance and at Page 865 said: "Other courts applying reasonable use analysis have held landowners suffering substantial damage from increased drainage to be entitled to relief against the public body without considering the cost of altering the drainage". Therefore, it is my opinion, clearly, that Mr. Graves has a substantial action of tort against the City of Northampton and that the damage to his property is far in excess of $125,000.00 at this point. It would, therefore, seem extremely prudent to me to permit Stop & Shop to rectify the harm which the City has done over the years by failing to maintain a stream and to open up the brook so the property can be drained and used. This would not only save the City very substan- tial costs of dredging the brook and repairing and replacing the culverts and also, hopefully, eliminate a very substantial tort claim which the City will have if the Conservation Commission does not look in a reasonable and fair manner at'the request of Stop & Shop. It seems to me not only is there a legal require- ment that the City fulfill its obligations but there certainly should be a moral obligation. If the City expects its citizens to obey laws and keep their property in good condition, the least that the City can do is set an example by doing likewise. The only reason why this property has become wet, based on Mr. Huntley's surveying and engineering logic, is the fact that the brook which is over 100 feet from the Graves property was allowed to backup, flood and saturate the Graves property thus threatening to make it nonusable if the Conservation Commission refuses to permit the City's errors to be remedied. Very truly yours, t WHW/fw Drainage Analysis King Street Brook Northampton, Massachusetts May 9,1997 Prepared for : The City of Northampton Department of Public Works 125 Locus Street Northampton, MA 01060 (413) 582-1570 Prepared by: The Berkshire Design Group, Inc. 4 Allen Place Northampton, MA 01060 (413) 582-7000 King Street Broo'----)rainage Analysis May 9,1997 I. Introduction This report analyzes storm water runoff for the King Street Brook watershed (see figure 1), with the point of termination being the end of the Barrett Street-culvert. F` The purpose of this analysis is to determine the 10 and 100 year flood elevations of the King Street Brook between the railroad crossing and the Barrett Street culvert, for existing conditions and conditions after the proposed King Street fire station has been constructed. II. Calculations The attached calculations were performed on Hydrocad version 3.20 using SCS TR-20 methodology. The watershed area was broken into individual projects (as required by the computer program), containing subcatchment areas, reaches and ponds, which were then linked together. The project flow diagrams for each individual project, as well as a master flow diagram are attached. Watershed subcatchment areas, their runoff coefficients, pipe slopes and pipe diameters were provided by the City of Northampton Department of Public Works on a typewritten document titled "King Street Brook". The subcatchment area runoff coefficients were translated into SCS Curve Numbers. This was accomplished by correlating SCS Runoff Curve Numbers for ~r- soil type B with runoff coefficients for areas with similar types of coverage. This created a conversion chart to estimate the curve number (see figure 2). Subcatchment area time of concentrations were determined as follows: areas between 0 and 5 acres and between 5 and 10 acres were given time of concentrations equal to 5 and 10 minutes respectively. These values are based on an average calculated time of concentration for typical subcatchment areas in each size group. Areas greater than 10 acres in size have calculated time of concentrations, based on the SCS Curve Number Lag method. This was done due to the fact that small areas were not major contributors to runoff volume in comparison to large areas located directly adjacent to the King Street Brook. For calculated time of concentrations, the subcatchment area slopes were taken from the City of Northampton Topographic. Maps dated April of 1965, sheet numbers 23, 24 and 31. Reaches that subcatchment areas flow through were either underground drainage lines or open channels. Information for the drainage lines was obtained from the typewritten document provided by the City of Northampton Department of Public Works. Information for open channels and culverts was obtained from the City of Northampton Topographic Maps, site inspection and Northampton Bikeway Storm System plans dated 1987. The more conservative pipe diameters and pipe 1 King Street Broo._ Jrainage Analysis May 9,1997 slopes were taken from the King Street Brook document provide by the City of Northampton for any values in question. Manning's coefficients for the drain lines were assumed to be 0.013 and values for the open channels were based on site inspection and the attached table of Manning Roughness Coefficient taken from the Massachusetts Highway Manual. The King Street Brook from the railroad crossing to the Barrett Street culvert was modeled as a pond to determine the flood storage elevation. The pond size is based on site inspection and on the City of Northampton Topographic Maps. The outlet structure, the Barrett Street weir and culvert, was modeled using the as-built information provided by the City of Northampton Department of Public Works. The calculations assume that the King Street Brook, downstream of the Barrett Street Culvert, has been dredged. Calculations for the watershed area, for the 10 and 100 year storm frequencies, are attached for existing conditions as well as the proposed conditions after the proposed King Street fire station has been built. Information for the proposed King Street fire station, including hydrograph information and areas, were provided by Almer Huntley Jr. & Associates of Northampton, Massachusetts on May 9, 1997. 1 N. Summary The results of the calculations are shown in the following table: King Street Brook (Railroad to Barrett Street) 11 10 Year Storm Existing Proposed 100 Year Storm Existing Proposed Peak Elevation (ft) 144.0 144.0 144.7 144.8 Peak Flow Rate In (cfs) 184.3 179.3 328.0 317.9 Peak Flow Rate Out (cfs) . 53.3 53.4 80.3 81.4 Volume In (acre-ft) 37.9 38.2 64.2 64.6 Volume Out (acre-ft) 35.4 35.5 49.2 49.5 The values listed above are for the King Street Brook from the railroad through the Barrett Street culverts. The storm water runoff which enters into the center of the Barrett Street culvert is not reflected in these values. It is assumed that the peak runoff will enter and exit the Barrett Street culvert prior to the peak time for the watershed area. 2 i K r 3 Street Broo". Drainage Analysis May 9,1997 II As shown in the above chart, the peak flood elevation for the area between the railroad and Barrett Street did not change for the 10 year storm and increased for the 100 year storm by one tenth of a foot. The peak flow rates into the pond decreased due to the proposed detention basin for the fire station which attenuated the peak flow rate. The volume of runoff in and out of the brook have increased slightly, due to the proposed fire station. JG•t;; R o~~ct • ot4' Q t~, Rd C1 O d c M _ G ~t;t C 4~,c.~k ♦ra N Z~ /rol 3,rn p b _..oliim 1fE ! = St _ ~ Powell a 5t _ h 'o . ro i S1 a 2 Nr/! er y a 1a r ~ High Q ¢ 'Gar ,e1d °or c ~ ~ . Q~ Sr 3 It, 0 P- 1 z Hnq r 5rort Canar s` Bak cw Island' - Ban HEBRE~Y Ban CEM Bar, I y' j _ Bar. ~ Bar. / Batt Bay y ! Bea v 1 Bea b i c c o` \ 1 _ 21.9ncy~P1 la vrltorn Golden L ~ CL. Cl) hain \of O° Bwood La Firethd n Ernif ` \ La .rabapple 1 La y \ BIG Y of a Aspen ©unero tl HCTR CD l La \ c / L Rll7 2c RD ~ \ Elwell y ~ q Oq M Island O YS CEMn I c`r _ Cfeds M!'S H (S ! HIRE O /L ~Y O q P v 'rgff,'so 2 Z =.t ( sJ ' 7er~_ .V n s 1 I,r•iecn, cr t .n ` t .-T/•a~` I COOLEY MONp r co ° n ✓e v DICKINSON ~E S' \ • ;i s~~' 2r~''\ ?o Q 1 So"~~ C HOSP ron PI \P pS X(I GSG E ✓ v C; y rf PLZ oC`:o 9 HELD( l t ,P L °/b T F o' b', - r rh .w , t o . FIEI Old. FFe hlAINESF. a m~ h~' ~ / ~ _ •3 wesrsaso✓ran~4~~~~ ~.A o '9r,~c~ oil •rG THREE J+. BAKER o ~ioslo p5 Q Fr w' a et e°1 X ° \ i 0 ftn.. \an.- \i COUNTY o dSt ate.. °P Sr :.O di°°,Ih y 5Y 3~tFl00k~e- • HILL s' Woo = a a/ Av ; o` y6(1 c~ooar I ^ t ( G lj ~-W o ; St ~ 9'P~RIDGE'{ FAIRGROUN c4 y O. C~,. y O O I-_ S( i St O f y.'•y L 1 tpl 2 CS}♦d ' ST O, " Fair o e~• F Tr~o,~.Cw%`.~~' ty ~`la. r^ aS'tSO EM p~ csLLNrarner i_ Ot HS / T r2~:~ rr?~ I ° ~o j a y CiAR SC , MYCt-e PL'GD v efso T tSumjmer State p\~z • _esia; `~/S A 1 a _ A'li7iCP' ~t 16 ° L \ l ,'.s ♦ I SI ''G < 7 RIDGE ST oa p~ o b~_. / o°/ Lanc~3c I CD St % SP~r ES Off' ^O~Q Bnght J'\ Jy 1.e+' V o c 3 °i, St / ~•c ocro r.- er e run p 1f tea ? 7 ~1, sr` `fie `o:Q' ST c h Cr~~ ` Ro f ull tP ( 0P n ?t . a v,pG \~y,.- oc as'h C'a/a~~caP ~Pai S~Q`oQ N P~~ 0 Qt 5` Q~c Qe r0, td j~Pa / ~`,1 objer ~Lg C ICT\, 0 St ie y G~ and 9 s a \ ♦ n Ec o c yu1 t Av / CQ/ 9° Bonl~~st S \ v 09~ °pGkS y PP71:1(TH t} (1-0 r s` Qq~ Eastern Av c: E Paracfis rnl C~ Z ST • ~ `a 6 0`9' J ts~ ~ a 2e~Q`~ 9 ~o'ke St PDrtd-; -i 1 o _ c . 5. CITY ~e ~ U HAL - a Q 6V NORTHghfPTolJ \A E77 uaty y~ RTg p STATt HOSb~ FIELD Q47o Av CAvr~ p`a r11p~ o` to mod. ~Kaj-~c N~ /T (CLU$ED) ~h -I Co t .v o . ,t. _ Qor J \ m B L N-o ~'leyveYlf / Q'r Zjcc~ 5~ c p17 ..0- a°c 0 4Fri 9yq~ THORNES`q' R S e e oDi` _ ~d 1ARKET~i~` .D G~\ O RINC , V`IE PLACE 9 C ~P Q . G- eS ~ 5 o Q~ p` c r/ oy bG C F D -QL a r . ; 4 4. s tea; T. P~ i m PQ p ryso qa ej GROVE ~eXas St o,t9o Rocky Hill 5) 0 Sr q` Pond (`P 5 ~ v~ rr P C 66 - Grants ° QatP S` S J, cc: ..i _ s m The Figure 1 Berkshire Barrett Street Watershed Design Northampton, Massachusetts Group, Inc. ,r. COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF THE TRIAL COURT HAMPSHIRE, SS. SUPERIOR COURT DEPARTMENT NORMAN F. GRAVES and RALPH R. GRAVES Plaintiffs V. CITY OF NORTHAMPTON and CIVIL ACTION No. 89-422 AVRAM J. GOLDBERG, JOSEPH D. McGLINCHY, SAMUEL W. W. MANDELL, ARTHUR S. ROBBINS and CHARLES A. RICHARDS as Trustees of THE GANNETT REALTY TRUST Defendants AGREEMENT In settlement of their claims, the Plaintiffs, Norman F. Graves and Ralph R. Graves and the Defendant, City of Northampton, agree as follows: 1. The City of Northampton agrees to use its best efforts and take all necessary steps to expeditiously clean and maintain the King Street Brook and culvert system so as to prevent future injury to the Plaintiffs' property. i 2. The City of Northampton agrees to pay $150,000.00, the jury's verdict, awarded as damages for the City's negligence, plus interest and costs as awarded by the Court to Norman F. Graves and Ralph R. Graves on or before January 31, 1991. j 3. The Plaintiffs and the Defendant agree that if the Defendant fails to clean and maintain the King Street Brook culvert system, that the Plaintiffs' action in the nature of mandamusand for a permanent injunction, held in abeyance by this agreement, may be reinstituted and further prosecuted without the necessity of a new lawsuit. 4. Norman F. Graves and Ralph R. Graves shall have a further survey done identifying wetlands areas within their property and shall identify portions of that property located two hundred and twenty feet westerly of a line parallel to the back line of 'their property at 306 King Street. The parties agree that up to 4.97 acres are to be conveyed to the City of Northampton in exchange for the jury's verdict of compensation in the amount of $245,000.00: l ~ , . A. Said property to be conveyed to the City shall be agreed upon by the Graves' and the City. B. Graves will submit a wetlands identiEication map for approval by the Northampton Conservation Commission. C. Said wetlands identification map shall identify all wetlands areas within the site and provide for access from King Street through the existing traffic signal at the Stop and Shop Plaza on King Street.' D. Graves agrees that it will donate the 4.97 acres or any smaller or greater amount ultimately given to the City und=r this agreement upon satisfactory identification of the donated property and wetlands identification. The City and Graves agree that the value of said 4.97 acres is E $245,000.00, plus the interest and costs of the judgment. 5. The City shall vigorously support before the Conservation Commission and all other appropriate boards, agencies and environmental groups the relocation and reconfiguration of the wetlands so that all land easterly of the above said 220 ft. line shall be buildable as a matter of right in accordance with the City of Northampton Zoning Ordinance and all applicable wetlands laws and regulations. A'D THE CITY OF `N THARPTON NORMAN F. GRAVE--""^,.. By: LA RALPH'R. GRAVES ~athle,enlF ton, Esq. s or ~ 4T, ~ ~ 4_~, WA Ed lard D. Et redge, q. Attprney for Norman F. and Ralph R. Graves COJ-'iMC)N'VV1FALTH OF 1',T-,SSACHUSFTTS WE,ij'JAND PROTECTION ACT G.L. C.131 s.40 CERTIFICATE OF COMPLIANCE PROJECT LOCATION Barrett St., Northampton, Mass. DATE April 26, 1976 FILE NO. 246 - 1 It is hereby certified that the work regulated by an order of Conditions dated July 8, 1975 by the Northampton Conservation commission / / has been satisfactorily completed. This Certificate shall be recorded in the Registry of Deeds for the district in which the land is located. The Order was originally rec ded on July 15, 1975 in 1838 101-103 (book) (page L, Northampton Conservation Commission Signature of Issuing Authority l on On this day of . 197, before me personally appeared irno to me known to be the person described in and who executed the foregoing instrument and acknowledged that he executed the same as his free act and deed.- Notary P9 is My commissi on expires If F lo -34- 3% --/o TH, COMMONWEALTH OF.MASSACHUS.,fS ~ ORDER WETLAND PROTECTION ACT G.L.c.131 s.40 FILE NUMBER : 246-13 PROJECT LOCATION: Barrett St. Northampton, Mass. TO: Hon. Sean M. Dunphy, Mayor CERT. MAIL NO: 566184 Northampton, Mass. 01060 RE: NOTICE OF INTENT AND PLANS DATED: 6/30/75 DATE 'OF RECEIPT BY CONSERVATION COMMISSION:7/3/ DATE OF PUBLIC HEARING : 77/75 4 Pursuant to the authority of G. L. c. 131 s . 40, the Northampton Conservation Commission has considered your notice of intent and plans submitted therewith,. and has determined that the area on which the proposed work is to be done is significant to one or more of the interests described in the said act. The Northampton Conservation Commission hereby orders that the following conditions are necessary and all work must be performed in strict conformance therewith: CONDITIONS 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this order . 2. This order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. .3. This order does not relieve the permittee or any other person of the necessity of. complying with all other applicable federal, state, or local statutes, ordinances, by-laws and/or. regulations. 4. The work authorized hereunder shall be completed within one (1) year from the date of this order. The order may be extended by the ' issuing authority for one or more additional one-year periods upon application to the said issuing authority at least thirty days prior' to the expiration date of the order or its extension. 5. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including, without limiting the generality of the foregoing, lumber,'bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 6. No work may be commenced until all appeal periods have elapsed from the order of the Conservation Commission or from a final order by the Department of Natural Resources has elapsed. _ "D" 30 CONDITIONS CONTINUED PAGE 2 )E NO. 246-13 7. No work shall be undertaken until the final Order, with respect D to the proposed project, has been recorded in the Registry of Deeds for the district in which the land is located. Copy to be furnished to issuer of this Order showing book and page. 8. Upon completion of the work described herein, the applicant shall forthwith request, in writing, that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet bearing the words, "Massachusetts Department of Natural Resources, File Number 246-13 " 10. Where the Department of Natural Resources is requested to make a determination and to issue a superseding order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department of Natural Resources-. 11. The work shall conform to the following described plans and additional. conditions: Referenced Plans are those entitled "Plan of Proposed Sidewalk on Barrett St. to be constructed in 1975 by Board of Public Works, Northampton, Mass."and dated 6/30/75- 12. Filled and graded areas shall be mulched until seeding is feasible. - 31 - 613 CONDITIONS CONTINUED PAGE 3 FIDE NO. 246--13 The applicant, any person aggrieved by this order, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to appeal this order to the Department of Natural Resources, provided the request is m?de in writing and by certified mail to the Department of Natural Resources within ten (10) days from the issuance of this order. ISSUED BY Northampton Conservation Commission on this,, a of jal 1975, before me personally AP 7-A appeared 1; Al to me known to be e person described in and who executed the foregoing instrument and acknowledged that he executed the same as his free act and deed. i My commission expires:_ i tisaL' o a v ~t 32 July .15, 1975 at 1~, o' c7 ock & 53 Mins. A°.M, Rec' d, Ent' d & Exam' d. ,.It ~+"hp . r . ~ i - - ~ r' tiY _ 9 s r 1 ~ , ~~~I' IIA ~ \ ~ Fl1'i/~ A F ~ ~ Y to ~~~Y a c I ' t erg r c~a fi ' : ~ . ~ 9► a~ f-. 4~s } i Q• `a t 4~_ ' 4`1 ~ r W f y r~ s~ f A~ ~S ~ f Y ~t a . , u ~`"t - ~ ~ ~~s , ~Y_a. . _ _ _ _ _ _ ~r ~~e, ~i. .rp,: Av ~ r- ~i l 0~ ~ c` , s, ; ~ D • y ~y t . ~ ~'~i ti~ F ~ ~ r ~ r ;K. F, t-7, Pc~ F y~Prprv , .a t HOST? ~ - .i~ T~ rreparea r or: llate: City of Northampton August 12,1996 i t Department of Public Work s ' r s r a Prepared By: Sheet Index: z f Plan, Section & Details 1 1/2 Section & Details 2 2/2 to ~..o... 1 } w~ aaww r.~ inn awr { l' - T - y ~ ~ { C f E f ~ y{ YI ~ OtVH 7 E x. 12" INV IN=146.52 ' + + T B M 1 NEM PIPE RAX NE1N PEE RAt PER rr~ SPECS Ppt Nro SPEa Berkshire 12" iNV iN=148.22 ~ ' 12' INV OUT=146.12 SPIKE SET IN sm owc 4D91.o sm awc 4o9.i o TOw=144.80 Design 267 fEET FROM OMH 2 UTILITY POLE 9 9 + 12' TON=144.31) Grasp, Inc. ELEVATION = 155.20 SMH 1 Ex. EX. wAIK NEW ()RAW WINHOIE R~=146.35 " NJ = i 1 ~ CONCRETE a v a~ 40 9 NEw CONCRETE INLET STRUCTURE a. CURB 811RRETf STREET a~ 6" NVV = t 4 .1 SEE {IETAtI 3 i IN 2 2 M!Y NV = 140. ~ SEE DETAA 3 1 a INV ouT=14o.» o , a. ~ LHIE APPROX LOCATION pkwft fill udmDemfp ?DD FEET FROM SMH 3 , ~ ~ NOTE: GRASSED AREAS DISTUR6ED BAM~ro~D~a~ o , DURING CONSTRUCTION SHALL 140.50 NN=139.80 140.50 ( NEw 24 + RECENE LOAtMI, SEED do FERTILIZER. ~ ~ REPLACE 30 LF EXIST. ~ ~ INV=138.96 WATER NWN WTTH ~ tlEllIYIDS X138.80 - NV=139.38 ~ NE>N 24' RAP C'l1lVER~ - - - - - ~ o a CL 52 D.I. PIPE DMH 2 Ex. ~ ~ RtM= t 44.22 4z ~ ~'~titvFRr =1 N,v=138.3e " = 4 1111 I (NV IN 1 1. ~ ~._e NEw SWiTARY MANHOLE, 2 ~ - = 18 tF 0 1.OX I 1111 I ~ tl_ N t2" INV OUT=140.92 _ _ _ -Ew II SEE DETAIL S/2,6/2 ~ _ - - ~ f ~ ~ E~ 41 In ~ ~ ilf _ III ~ I~tAiNTAIN PAVED ~ 18 = NEN 8' D.I. SANfTARI' LNE NEN 6' 0.1. SAArRAfri LM~E a. 24' DRAIN u~ Ex. NDITER t1NE Nn II _~n X. l TION 1 4ANNP w N9&mp vm SIPHON,SEE r + o WA AYS AROUND „r~ DETAILS 4/2,6/2,1/2 ~ 10 t0 6 ~ 10/10 6:6 NNF f + PROP. HEADiMALL I REMOVE 3O LF OF SANITARY , ~ , uNE dt SANITARY MANHOLE ~ _ _ - ~ a cR11~ ~ ~e~ _ _ - - - _ . 45z a a' c~urfL.L 95z carP~CTEo REMOVE AND REPLACE TYPE 11 CURBING 33' LF MIN . E ~ S~CT'ION 4a 5 ~ . PAIN ~tH Of REIrOM'E EXISTING RAtUNG do REPLACE a ~ XTEND AS REQUIRED RAILING, SEE DETAK. 3 1 ~ , w _ / REMOVE STONE HEADWi1LL v! ~ , ~ MARK e. DAR%OLp TO BE REIAOVEO) i . ctv#t NEW t1ilE? STRUCTURE ~ W-1 32A% f SEE .DEtA~ 2/1,3 1 ~ ~ ew-' w II s ~ a. a' sAHlr~rr LWE ° . A I~AL.L ~ _ ' / \ 24` RCP CUIVER'TS ~ _ _ _ 2 • 42 LBtEAR FEET EACH + o R e NEw uPSTREIw SEE DETAIL t 1 + / Rwl*t43.99 SANITARY WNNOtf e 6' Nov IM=140.00 ~ + REPLACE KITH MEW CONC. ~ 6' IpGH WEIR phis drawing is not ito-Op m st+vN d be wa -lW construction pu pum WAM ft Sipw plakssimritr seal 8" INV OUT= i 40.00 ~ HEADWIIt,I SEE DETAIL 3 1 + o registered 1=6cw aahilect or cW by The &dCoire OMP JW is enonw ~ , ~ R ROrAD 33 NN WIDTH lON=141.50 ~ TOw=141 ~ _ r d(ol d &M. REMOVE ~ EPIACE c ~ + ' , Nf W pRAMI TO SIUEMIALK (3S LF MIN) EX 2 Ot11iN C1TY SPECS., EXISTING ti IX. ~ _ NE~r s' o.l s~rlr~tr uNE v+ ~ INY.=139.641 AT f,IN~tHO1.E N /F ° ~ ' SEE DETAIL 5/2 CHARLES do JANE n~ 2 ~ NEW,$ANRARY MANHOLE, BIBEAU NEN 8' Di. SANITA~ lf~ ~ NEw 24• RCP ~~iU.VER' • SEE OEtM 3~~i -a ~ - - ~ 4~ lF 0 i OX EKTENG ~t1lVER? SEE OETA~ 5/2, 7/2 v+ ~ 8O0K 1142 PAGE 258 (1958) ~ ~ { ~ n UNE ~ A. REOt+AE~ ~ MI=1 Cg 4 ° - f , B(x~c 1254 PAGE 464 (1957) RIY=143.48 , TOw=144.80 _ TON=14436 a.: TH ~ EIU.ED w WATER + ~ ~ I =1 ~ 3' IIN CtfARANCE ~ ~n 39 so I III I 1 ° f ~ WET1N4?5 i •f ` 4 1 ~ ~ i ' ! ~ ' ~ S ~ ` N 9 s c~ i ~ i ~ fl~M + I ~4~ , N171f: Lt~CAtl►Olr OF 24' ORIIMt t5 ` s ; + a f APPRdXYATf , iOCJ►TlOM TO ~ ¢ i ~ , , ' ~ ~ 't ~ ~ i I + VERf 1E0 ad Tt"1E FIEi.C I 1 ~ ' , ti ~ ~ , . 1} _ i t ~ ° ~ . c'~ 'y a~ Z I i t ~ ~ t ~ , a j iQ~=14 5 £x RA~•144. 1 . 5 .~tt 111139.53 t11tY tSl~~ t"EET FROb+ SNN 3 , t ~ - - N 4 1 O i ~ ~ 1 + i r n_ a u r Barrett Su=t Y Dmio 4 e ents _....-Ts r r ii f ~ r_- y i i u ~ 0 r~J~OG PQS 9'-C- ~ ~ r .'K:"t~. S Alts ~ 0 ~fR BAtf PLAN, SECTION & ~~c F~.TER fA~ilC ~ DETAILS 4' ~ t~N PIPE RN1 NEIM PIPE RAC PIRn Vie~► Mq SPECS PER hN;q SPECS S OMB 409. t 0 STD pMIG 109 i 0 1. i CWINFER ~D00 HOST, 8'-O" O.C. u u C C C fA9AlC 2 K2'K3' STAKES fRONf fl~E i' CiWiER -__._.r 12 ; E' 94' in' 24' F wE1t ON 2 PER SALE UP5IRFIMI END OF 1ME1t ON fru• r~r. wr 1 , ~ ~ 4 CULVERT O~kY NAYBAIES J' - - f TO BE SET 4"-6" t. ~ i d. _ BELOW GRADE F1.O~M ~ s r sr 1 J s I A h s ~ TAENCsf t UtiDISTURBEG SOIL ~V 7,19916 1 , . It MIS • lid so I~TE: Eroron oontrai ~arr+~ to be aa~aNM , . prior b oonx»a~ciq oorokudion. 1 _ry + ~l 1 S i ,vl J ~I ~ Dec irtli~r i i J MY it, Im ` 1~ laic If As No= Alk4 M err-._~., f.. _ _...1...-._ ~ ~ - ,3 _ _ 1 1 - t - j I i The NEW SANITARY MMIHOLE NEW SANITARY MANHOLE NEW CONCRETE HEADWALL Berkshire Design I Group, Inc. i i I Y civilE ng 1 i ~ Plamoing Urbae D*gn 3 ~ m EnvOvmnmW Design O ----1 y O O °0 12' CULVERT TO REMAIN ~ ~ m INV = t 4 ABm No Nom, Mmmd=em 01060 f - ~ G W REMOVE EX 8~ SANITARY SEWER (413) 50-7000 • FAX (413) 582-7005 l BETVYEEN NEW MANHOLES . . ~ ~ ' 1 I EX. 8~' SANITARY ic MAP f DAFtNC:~ ` ~ Ir r~Y`vly1.Hai ~ ` 1 / i ~ ~ MACH EXISTING INVERT \ I I ` F awing is not intended nor shalt it be used for n purposes unless the signed professaral seal of ed landscape architect or civil engineer employed EX. J6' C.M.P. CULVERT \ I Berkshire Design Group, Inc. is affixed above. . MVETtT = 138.38 \ / / r NEM d' D.I. CL 52 ~ Q / SM11TI1RY SEYrER N ~ { 4' T INV 138. / F t NEW 8~ D.I. CL 52 N l ~ 4 Sewer Line Section SANITARY SEWER t 1~ tL i 1 ~ ~;1~ i ~ . 1 L J~ L ~ i h { v~~ F' a 1 i I wow e• - ~ hl ~"F a~ ~ ' r 1 t.7~ ~ ~ ~ ~ ~ .i rhf' '„O~tfni t~~~ ;~h~~l~ p!4t?~~ ~xi~~in frees t~, r~111Qif~~ yy;t" ~ ~ h -'1 ~ ~fCG~r~~ ~Jn4 :r~r_,W tP_r..:r~(a g i i Iflt? ~.(I(~t'(1CtG( _ fa~~;il^,Sl,l~? Ei!r i~~) t~) ~0l) ';S n~Pded Rir~j !hP, j ~eC,~.,_~t~:~fi~ P- G ~ _ f A $ faflQn tP.nC? Shi)~~ t~E III;;±O~~FIl Jlo~~g Qll Qt~WnS~~1pP ~~it' . ~'U+1d~r~PS `iit Ir''1i~~1~ '~~~''~U_ :~~F .,llf~,';r" ~ installed fi0 fG Cp(nmPnCul ~Il~ ~,~(hpr er~rfhw~~r~ '~ni~ r"Ufer~~ra~ _~na~l Mi~~'; p. Tfl~ (~ontlacfQr rile UDC ~e(r tPl t~~~ f, ^,n'r 1 f!~c c,,' ~ i ~ ~ f',r~,t~ ~t;;~,n _ ~ 'f~ r;~e~;~, the i ontra~for Sh.~ii rem~,wr ,i; 'rm ori7r ~ f~r~-.,n~• h,;~., , t ■ ice' ~1 ~ R u~ ~ ~ 1~ i i Q All rPaS ~~~sfUrbed t~~.1'~1 ,.'~~t'UCCIC-f' ~;_+~,~~i~~ ho rr~«F' _~~,f"~P~ 1?~' y ,n-1 -oN-7F~ ~ "~~`w f t r, : ~ ~ GENERAL r~o ~ S SECTIONS & DETAILS i i ~ PrUI Ct benC h!11~f k i^-~ ~M ~ ~ ~~,k-r S~ l :',~,+y i-~ ~l~ : u „ r~','t "'G . ~ c: ~ , : a~ ' .r, r. ~ - ,;,a i Ainsworth As ciafes, Greentield, N1,A, ~~~!e,j A n; ~ p _ T i of s~dewulk ~ w~~lkw~~~ ~;r~i~<-siu e YP ~ - P ~ 3. All ateriols an ~onsfr ~±i~~~n a~~eth~~ -n I! ~n~~, ~ r~' , ,r..,. ~ STa1~C { ~f Northampt n and the I~assa~~husetf,.?ef~~rtrr~err i:,i ~r~^~k ~ 1 • '1~' ~ IMTER lEllrEl ~i 4. ~l IrrlenSEOn$ eleV~fiOns a":~~ I~J~ :'Uf ~nQ~1 1r_r'~~~' ,r c ~ ~ !hp ~ ,1-;,i nr~-,,~a~ ~ . - . ~Y R' ~ - r rr ~ Eu,~~ ~ to Degi Wing work.. ~4 zrrr ~ ~ s r t / / -b'b'd" ` I t ~ _ PW Gf fl(jH1SfP~. ~11t,f1~'NIiFS CTiIC !1f1iF~. Jl~:~p~ ^(tiP': ~'r•,~1 tinlaf C:.~C'.=u Gt +r- r'N ~tiich W'~Ih !~,nice~a r ► , i ~ ~ ~ - ~ L ~ ~ f, ~L ~ j~ ~ f ~ r ~i t i C~ i S t 4 -Revidow t 1 Auauet 12, 1996 -Bid Set } n i ~S4H~TRIC SECTION ISUM~TRIC SFCT'IOl r i t Ddc ~oali~r Nat m Scale Not m Saab JULY 19, 1996 Salc _ AS NOM 2 2 r Dmwn Dr. i ~ i~ INJ~ @ _ . t + ~ .t ~I ' II Q \ Mk ~~M ~N _ ~ ! _ r ~ 143.57 - _ . ~NV.@ _ ~ _24" PtpE ~ 1',x.4- _ _ _ _ 139,8 II I ~ ~4z . _ II ~ ~ ~w ~ a ~ iao.~o SIFT _ ~N~~ ' 1~. 0_ - - - - ---K- INV . - I / Y•- - - - T►1FDeEf~ cdl. G RA OiE'NT ►3~, t4. fit. ' 139•t~ ~ C UI.V~j eL ~ ►3q.14- II ~ ,r I ~o~~ l" _ ~o' vEac: ~ . I ~ ~ I~ ~ 6 ~XMI~ ~ ~ a ~ v ~ E v~ ~x~sr~N~ GON ~TI0~t5 AT 13~I~RETT GREET 1" = 10~ / 3 . , ' PLAN OF LAf~O TAKEN FOR 71-E `tom DIVERSION OF KMVG STREET BROOK _ ~ ,r~~ 6Y Tt-E SEt~ER COMrNSSIONERS OF ~C~ ~fP,frlo c . ~ - 'M c _ NDRTHANPTON MASS •l+o-tr r jl ~ ' ` BY VOTE PA6SED~ Y X2,1905_ f.~it IfT sIs' ' ~ . c~sfallo ~ ~ ~ / rG~t ~ ~ ~ ~ ~ ~ J j c °~•n i A s ~ ~ ~ ~ ► e.-.-~,r s~drsN a ~ ~ / 4' L ~ ~ ~~~jc ~ r~/bt f ~1 ~ f s r , ma 3 r s r _f r- _ . ' _ _ ~ ::a _ ~ a = ~ ~ . , .t _ ~ ~ ~ , ~ G• . • - ~ 1~* d ' r a - , , _ f r , . ~ ~ .i ■ i 0 CJL - 0 t ti . ~ a _ d J1 x i~ ~ ~ ~ ~ t .t 1 , t sJ~ ~ /J tel. J ~ • ti f ~VN ~ r ~ ~ ~ ~ S r • • ~ 4 ; s~' jj 1f + ~ r .Q y , i x_ ~ ~t ~ 4 ,moo ti ~ /f ~ , o• ~ ~ ~ o s . r~ 1 ~ ~ ~ ~ s /I ~ • f ~K ~I. ®/.0 M ~ ~ ~ ll~-- ~ ~ f 1 M ,trot ,ttlr ~0 l /tJ • ~ M , ~ / M 1~ • co ~ ► • t ~ r pis. x ~ 1 h'C ~ ~ ! 7 ~ ~ ~ ~ ~'Va: ~ i ~J~ f T ~ J~ j 1 ? ' ~ ~ C ~ ~Jl~ w e1 l ~J .~h 0 I O ~ . r ~ ~ l rl r Ir C IJ~ - ~ _ ~llo b 4 W ~ ~ ~ f t ~ ~ 1 . ~ ~ A ~ ~ r s ~ - G 2 1 ~ ~ ._._..r -~w Hampshire ss. ~iorthar~pton March 9 1805. Then personally a~:peared ~ the above-na~~~:e i Robert !u. T~ymRn anti acknowled~~,ed thA pore~foin►,► instrr:ent ' - to be his Free r~,ct any deed, before me- ' ..Elizabeth.J.D:adPord Special Commissioner. ~ Hampshire s~,. Au~~zst ~5 lan5. 4 o'c1oo1~ 1S r~inut~.s P, , I The Forego {.ng i s a true copy oP the or i~ ' Y~al ' i . i . ~ Q~~~~~c~r~.P.egister. ' 5~ KNOW ALL MEN BY THESE PRESENTS that the NEW HAVEN & NONTHAMPTON COMPA~uY Easement ~ , a railroad corporation duly organized under the Jews of ~Qessachusetts~ in eons' from e valuable considerations eid b the Cit sideration of one doller~ and oth r p y y ~ R New haven & ~ of Northampton, the receipt whereof is hereby e~cknowledged, does hereby Northampton Co. ~ give s,nd grant to said City of Northampton, and its successors and assigns, the right to construct and maintain under its track and right of way at New York. New i s point on the Willigmsburgh branch, so-called, about nine hundred Peet Haven Ec Hartford . , Northwest of the intersection of said track with King street, a box culvert Railroad CO. four Peet deep by four feet wide suitable for carrying through the waters . to now running in King Street Brook, so-called. TO HAVE AND TO ~10T,D tht City oP Northampto ~ granted prem~es, with all the Privileges and. appurtenances thereto belong- ing, to the said City of Northampton end its successors and assigns, to its King 5t. ~ U~illiam and their own use and behooP forever. The above conveyance is sub,iect to burg Aranen. the Pollowing~conditions, ell of which ere by the acceptance oP this deed agreed to by said City oP Northampton. 1. All of the work necessary and convenient in connection with the con- struction of said culvert and its Future maintenance, shall be done by or e►t I se of the Cit of Northam ton. the expen y P 2. Said city shall at all times hereafter indemnify and save harmless said railroad company, its successors and as:;igns, Prom any damage or ex- pense by reason oP the diversion of thewaters of said King Street Brook, f _ ! ~ or by reason oP any back water in the new location of said brook. In case said culvert is not so constructed as to pass under the entire right of way of sKid railrosd company, and said railroad company, fts suc- (1 . G censors and assigns, et any time hereafter shall deem it necessary that r ~ ~,r said culvert should be lengthened to the full width of its right of way, said culvert shall b• so lengthened et the sole expense oP tre City of North- m empton. In witness Whereof the New Haven ~ Northampton Company and The New York, New Haven and HartP.ord Railroad Company, its lessee, have hereto set their hands and seals this 21st day of July in the year nineteen hundred rn ~ ~ and Pive. ~ ~ . ~ ~ b D1e~. Haves. ~lorthamptva. Company.... , . Y ~ ....C.S.Me11en...............President.... ' , ....The . Hey. YorY ~ . view Heaven. and. He~rtPor d.. ~ , ....Railroad. Coa~pany . by ....C.9.Mellen ...............Pr s.id t.... ~ ,4 . ) w State of Connecticut, County. of NeW Haven ss. °..'~r~ Then Personally appeared the above named Charles 3. Mellen, President of the Ne~v Haven ~ Northampton Company, and acknoarled~;ed the foregoing instrument to be the free act and deed of said NeR Haven ~ Northampton Compan ~ Hefore me, ...Harxy.~..Fabiam...... . Notary Public. " ~ At A. meet~in~, of ,the Board of Directors oP The Neap York, New Haven and Hartfor Railroad Company, held pursuant to legal notice on special inspection train at New Bedford, Massachusetts, on Saturday the eighth day of July, 1905: VOTED That the President be and hereby is authorized t,o sign, execute ahd deliver in the name and behalf oP this company a deed granting to the C~ City of Northampton the right to construct and maintain a box culvert under the tracks of the New Haven and Northampton Company on its Williamsburgh branch for the purpose of carrying through the waters now running in King street brook, so-called, under suitable conditions. I1 ,t1011N G, PARKER, Secretdry of The New York, New Haven and Hr~~tford Railroad Company, do hereby certify that the foregoing is a true copy of record, and that the same is still in force, and in testimony thereof I have hereunto set my hand, and affixed the seal of said Company this twenty- eighth day of July, 1405. Jobu.a.Perker..... Secreta.ry.. Hampshire ss. August 5, 1905. A o'cl•ock 30 minutes A. M. The foregoing is a true copy of the original. . .Register.. Warranty Deed KNOll► AM, MEN BY TFESE PRESENtS. THAT I, Henry E Stanton, of Huntington . 1lenry E- Stanton in the Commonwealth of Massachusetts in""consideration of a certain slim of t money paid by the Huntington Electric Light C any a corporation duly Huntingt Electric established under the lags of said Commonwealth in id Huntington, the Light Co. receipt whereof is h4.eby acknowledged, do hereby give, ant, bargain, , Guy. tZin ael1 and convey untothe id Huntington Electric Light Compa one steam engine one boiier one switchbo d, one dynamo, the main shaft from`-the point vlhOlre it Is coupled to the water w el to the outside of the engine rod ih the bhilding hereinafter mentioned;,, all belts connecting said engine an&\ dytimo end th stroke stack connected with said boilers all of said Articles exeert eaId smoke stack being; in the baserent of the building on the land po. ~ ;"q'~/~m,t.+ l~a.+$G.a ~ts1+av nMd, ~-rn~+-,~,...w ~w,w .~.~.ai ~ww a-~d. II ~~o~l;,. lit, ` d.;~„~:~. ~ x~ A~v~.. d~..~„~, tom, K~ .°.~t,~~, ~~f~ t,~,„,,... 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ZO r r.~ - "?~~'Pt~'s~==~/-i~Z,+.BN~lLS ~BG.T~ G~~2T -~-AV~tIEtilT r. rr - - - ~Ds7RC ~ - GQcA7't~p-- o,~!- SHoR ~ s /LL/.~/~.-~AS%~/-~ SIC - ~ S~AG~ - - 1~7o i~ ~ - - SC A - i R~~R vi?os, i#e, r. ~l General Contractors and Engineers SUNDERLAND, MASS. 01375 4 1 413-665-4051 t ~ _ _ J I Special Provisions and Supplemental Specifications Culvert Replacement and Inverted Siphon Barrett Street Brook at Barrett Street Northampton, Massachusetts August 7, 1996 Scope of work The work to be performed under this contract consists of removal of an existing drainage culvert with headwalls, sewer pipe and manhole, sawcutting pavement, removal and replacement of bituminous pavement, sidewalk and railings, installation of new drainage culverts and headwalls, construction of inverted sanitary sewer siphon and manholes, replacement of approximately 30 linear feet of municipal water line, appurtenances, and construction of cofferdams as necessary to maintain an upstream static water level equal to 140.50'. The work shall include traffic control, dewatering, erosion control and siltation barriers, and any other appurtenant items required to complete the work as shown on the plans. This is a LUMP SUM project, and the Contractor shall be familiar with the site and understand that the limits of work shown on the plan are the anticipated MINIMUM limits. The actual _ construction limit shall be what is required to complete the project in the field, and work beyond the minimum limits of work as shown on the plan shall be deemed to be for the Contractor's convenience, and no adjustment to the bid fee will be allowed for limits of the work which exceed the limits of work as shown on the plans. Specifications All the materials, method of installation and construction for work to be performed under this contractor shall conform to Division H and Division III of the Massachusetts Department of Public Works Standard Specifications for Highways and Bridges, dated 1988; Part VI of the 1988 Manual of uniform Traffic Control devices, the plans, the approved Construction Standards of the Massachusetts Department of Public Works, the construction standards of the Northampton Department of Public works, supplemental specifications and Revisions and these special Provisions. See Section 5.04 (Division I) of the Massachusetts Department of Public Works Standard Specifications for Highways and Bridges for coordination for special Provisions, Plans, supplemental Specifications and standard Specifications. Copies of the 1988 Edition of the Standard Specifications for Highways and Bridges, including Supplemental Specifications can be purchased from: Massachusetts Highway Department, Cashier's Office, 10 Park Plaza, Boston, Massachusetts 02110-3973. The following Special Provisions are supplements to the Standard Specifications, and are prepared for establishing the MINIMUM requirements for contractors proposing to construct SP - 1 Barrett Street Culvert Replacement Northampton. MA August 7, 1996 the above noted culvert, inverted siphon, and appurtenances. It is not intended that every minor detail or feature be shown or described, as the assumption is made that the Contractor is an expert in this area of responsibility; is capable of interpreting the plans, is familiar with the specifications of the City of Northampton, knows and understands the Commonwealth of Massachusetts Department of Public Works Specifications for Highways and Bridges 1988 edition; and that his bid shall include all items required and that they shall be provided in a neat and workman like manner. Inspection of Work The contractor shall notify the Engineer seven days prior to starting construction and shall verify 48 hours prior to construction execution to confirm that work will proceed as scheduled. If the Contractor fails to inform the engineer of the execution of the work, the engineer will charge the Contractor for all rescheduling time lost on an hourly basis according to the Engineer's latest fee schedule in effect at the time of the bid opening. All materials and each part or detail of the work shall be subject to inspection by the engineer. The Engineer shall be allowed access to all parts of the work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection, (such assistance may include furnishing labor, tools, equipment, etc., at no expense to the Engineer or Owner). Any work done or materials used without authorization by the Engineer may be ordered removed and replaced at the contractor's expense. The inspection shall not relieve the Contractor of any of his obligations to fulfill the terms of the contract as herein prescribed by the plans and specifications. Failure to reject any defective work or materials shall not in any way prevent later rejection when such defect is discovered, nor obligate the engineer to make final acceptance. Compliance with Order of Conditions The Contractor shall be aware that there are wetlands on the site and that a Superseding Order of Conditions is or will be issued by the Massachusetts Department of Environmental Protection (DEP). The Contractor shall be required to retain a copy of the Order of Conditions on site at all times and will comply with the applicable provisions of the Order of Conditions as it relates to the construction of the project. The Contractor shall provide and maintain all erosion control devices shown on the plans and any other erosion control measures required to maintain the site in a stable condition until such time as the site is totally stabilized. SP-2 l l Barrett Street Culvert Replacement Northampton. MA August 7, 1996 The Contractor shall construct cofferdams as necessary to maintain an upstream static water level equal to 140.50'. The Contractor shall provide seeding and maintain the site, which shall include any watering and re-seeding as required, until such time as the site is stabilized. Prosecution of Work; Contractor's Schedule of Operations The Contractor shall be responsible for maintaining traffic around the work with the maximum of safety and practical convenience. He shall take all precautions for preventing injuries to persons or damage to property in or about the work. The work shall be executed in such a manner as to provide for the safe passage the public at all times and with the least obstruction to traffic. Barrett Street can be closed to traffic pending approval by the City of Northampton Department of Public Works. The Contractor shall provide temporary traffic control and signage. Immediately after the effective date of the Contract, the Contractor shall submit a schedule of operations. The Contractor shall so schedule his operations to cause the least interruption to the normal flow of traffic on Barrett Street. In general, the contractor shall be required to schedule his operations to meet the following objectives set forth by the Owner, and shall submit a sufficiently detailed scope of operations yielding the following results: 1. Procedure for maintaining an upstream static water level equal to 140.50' during the entire construction operation, including details of temporary cofferdams and method of dewatering during construction, and any other operations required to prevent upstream and downstream flooding. Dewatering operations should also detail method of siltation and sediment control during dewatering. 2. Method of maintaining sewer flow during entire construction operation. 3. Method and sequence of operation, including a Traffic Maintenance Plan to ensure continual traffic operations on Barrett Street, including "end of work day" condition of the site. 4. Staging and mobilization to not interfere with surrounding wetland resource areas. 5. Conduct the culvert installation in a short period of time to ensure that the culvert construction installation occurs during a low flow period and does not expose the site to severe drainage conditions should a storm event occur. SP-3 n 0 Barrett Street Culvert Replacement Northampton, MA August 7, 1996 No work shall be conducted on this project on Saturdays, Sundays or legal Holidays. The Contractor may work on Saturday, Sunday, etc. only if he receives written authorization to complete such work, ( on work days specifically requested by the Contractor) from the Owner (City of Northampton). The Contractor shall install and maintain suitable construction signs and traffic control devices in the immediate vicinity of his work and on all streets used during construction, as directed by the Engineer, and as indicated and in conformance with the current edition of the Manual on Uniform Traffic Control Devices, Part VI. The contractor will be required to provide or obtain any additional layout information or support at his own cost. The contractor shall provide record drawings suitable for submission to the City. Protection of Utilities and Property Excavation and backfill operations shall be carried out in a manner that will prevent cave-in of excavation or the undermining, damage or disturbing of existing utilities and structures, or of new work. Any excavation improperly backfillled or where settlement occurs shall be reopened O to the depth required , then refilled with new material and compacted and the surface restored to the require grade and condition, at no additional cost to the Owner. Where existing subsurface utilities or other facilities adjacent to a crossing or through the crossing require temporary support, such temporary support shall be satisfactorily provided by the Contractor, at no additional expense to the Owner. Any damage to property, structures or utilities due to excavation, backfilling, or construction operations shall be the responsibility of the contractor. The plans indicate the approximate location of existing known subsurface utilities in the vicinity of the work and the contractor is advised to verify this information, as its accuracy and completeness is not guaranteed by the engineer. The contractor shall notify DIG SAFE prior to beginning any construction activities. Disposal of Surplus Excavated Materials The contractor shall be responsible for removal and disposal of all clearing and grubbing material, and all surplus excavated material. All such material shall be removed and legally disposed of.by the Contractor. SP-4 Barrett Street Culvert Replacement Northampton MA August 7, 1996 Basis of Payment This is a lump sum contract. The base bid shall be full compensation for constructing all of the items required to complete the project. Price will include full compensation for labor, tools, materials, staging, equipment, etc., which would be required to complete all items of the work in a satisfactory manner. The Contractor shall be entitled to receive reimbursement for the cost to provide uniformed traffic police for construction operations. The cost to provide uniformed traffic police will be based upon certified copies of payroll covering police officers. There shall be no overhead or profit by the contractor on the cost to provide uniformed police officers. The site is not expected to contain any ledge, however, if ledge is encountered which must be removed, it shall be done at an additional cost not to exceed $60.00 per cubic yard. Any rock less that one cubic yard in measurement and the removal of the existing headwalls and manholes shall be considered common excavation and will NOT be paid for as rock excavation. S awcuts Sawcuts shall be made in existing pavement at the limits of pavement replacement and as directed by the engineer. The limits of pavement work shall be sawcut in a straight line across the entirely width of the road. No jogs will be allowed in the sawcut line. Drainage Culvert and Pipe The drainage pipe for this project conform to the relevant provisions of Section 230 and shall be constructed of reinforced concrete pipe, Class IV. All pipe materials shall be subject to approval by the Northampton Department of Public Works. Sanitary Manhole All sanitary manholes shall conform to the relevant provisions of section 201 and the following: All sanitary manholes shall be constructed as shown on the drawings and shall be constructed with the inverts and tables as shown. The entire exterior of the manhole shall be given two (2) coats of bituminous waterproofing material. Sanitary sewer manholes shall be constructed watertight and shall not exceed a leakage rate in excess of one gallon per day per vertical foot of manhole. Inverts may be constructed with half sawn SDR PVC pipe or clay brick conforming to section M4.05.2. If half sawn pipe is utilized, the sawn edged of the pipe shall be smooth with no SP-5 Barrett Street Culvert Replacement Northampton. MA -August 7, 1996 C rough edges or burrs, and the edges of the pipe shall form a smooth and continuous line with the brick tables. Shop drawing submittals are required for sanitary manholes. Drain and Sanitary Sewer Manhole Frames and Covers New frames and covers shall be provided for all proposed manholes. The existing frame and cover shall be removed and disposed of by the Contractor and shall not be reused. Manhole covers shall have three (3) inch lettering cast into the cove to read "DRAIN" or "SEWER", as applicable. Sani , Sewer Pipe Pipe used on this project for the inverted sanitary sewer siphon shall conform to the relevant provisions of Section 300 of the Specifications and the following: The pipe to be used for the inverted siphon shall be constructed with cement lined pipe and fittings, conforming to section M5.05.3, ductile iron class 52 pipe. The contractor shall install the pipe in accordance with the relevant provisions of Section 300, however, the Contractor shall NOT be requires to provide thrust blocks at all bends and change of direction of the pipe. All joints are to be restrained with megalug connections. The Contractor shall be responsible for all testing of the sewer system, including but not limited leak testing. The Contractor shall submit shop drawings for the Engineer's approval prior to construction. 8 " Ductile Iron Water Main The water main shall be constructed of ductile iron pipe, class 52 in conformance with the relevant provisions of Section 300 of the specifications, and the following: The work shall include cutting of the existing pipe, making connections to the existing pipe, and disinfecting the pipe. All pipes shall be restrained. Thrust blocks shall be used where appropriate. All work shall be coordinated with the Northampton Water Department. Contractor shall be required to arrange for, perform, and pay for all test and disinfecting as required by the City of Northampton Water Department. The Contractor shall submit shop drawings for the Engineer's approval prior to construction. SP - 6 Barrett Street Culvert Replacement Northampton, MA August 7, 1996 Bituminous Pavement Replacement. All courses of the bituminous concrete paving shall consist of Class I, Type I-1, conforming to the requirements of Section 460, Subsection M3.11.00. The existing pavement shall be removed to the limits of construction and the end of the existing pavement shall be sawcut to a neat edge across the entirely width of the road. The areas disturbed by excavation for utilities shall be backfilled in accordance with Section 150 of the Specifications. The top of the utility trenches shall be constructed with 12 inches of Gravel Borrow Type B. The entire pavement replacement area shall be graded and paved with 2 inches of binder coarse and 1 1/2 inches of top coarse. Bituminous Curb Bituminous concrete shall be Class I, conforming to applicable requirements of MDPW Specifications M3.11.03 for "Dense Mix" Bituminous concrete curb shall conform to the existing cur in dimension and construction. The existing curb shall be sawcut to a neat edge at the limits of work and replaced with new bituminous curb. O Bituminous Sidewalk Bituminous concrete sidewalk pavements shall be furnished, handled and laid in accordance with Section 701 All joints at old pavement shall be sawed vertical butt joints which shall receive a light coating of asphalt emulsion a short time before paving commences Concrete Headwalls All concrete and steel reinforcement shall conform to the relevant provisions of Section 901. Pipe Rail The pipe rail shall conform to the requirements of section M8.10.0 SP-7