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LORING AVENUE - ZONING R h t y s K # f DECISION e � Cif ; ii = 3A,LLM, MA CITY OF SALEM CLERK'S OFFICE PLANNING BOARD 1005 NOV 22 P 3: 20 Decision Wetlands and Flood Hazard District Special Permit Loring Avenue Area Water System Improvements End of Pierce Road November 17, 2005 City of Salem—Department of Public Services 120 Washington Street Salem, MA 01970 A public meeting was held on November 17, 2005 regarding the application of the City of Salem,Department of Public Services,120 Washington Street, Salem, MA for a Wetlands and Flood Hazard Special Permit (pursuant to Section 7-16 of the Zoning Ordinance of the City of Salem) for installation of an underground water line within existing roadways, to be routed beneath the waters of the Forest River. The parcel is located within the right-of-way at the end of Pierce Road and connects to the right-of-way at the end of Sunset Road. At the November 17, 2005 public meeting, the Board voted by a vote of eight (8) in favor (Power, Durand, Sullivan, Lombardini, Puleo, Kavanagh, Ready, Collins), and none opposed, to approve the application for a Wetlands & Flood Hazard District Special Permit with the following conditions: 1. Conformance with the Plan Work shall conform with the plans entitled, "Loring Avenue Area Water System Improvements" prepared by CDM , One Cambridge Place, 50 Hampshire Street, Cambridge, MA 02139, and dated October 26, 2005. 2. Utilities a. Utility installation shall be reviewed and approved by the City Engineer. b. All utilities shall be installed underground. 3. Board of Health All requirements of the Board of Health shall be strictly adhered to; with specific \\ 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 •TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM l attention to rodent control. 4. Fire Department The applicant shall comply with all requirements of the Salem Fire Department. 5. Building Inspector The applicant shall comply with all requirements of the City Building Inspector. 6. City Engineer The applicant shall comply with all requirements of the City Engineer. 7. Conservation Commission The applicant shall comply with the attached Order of Conditions as approved by the Conservation Commission. 8. As-built Plans As-built plans, stamped by a Registered Professional Engineer or Land Surveyor, shall be submitted to the Planning Department and Engineering Department. 9. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 8:00 AM on weekdays and Saturdays. No work shall continue beyond 5:00 PM. There shall be no work conducted on Sundays or holidays. Inside work of a quite nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. c. Drilling,blasting and pre blast survey work shall be limited to Monday—Friday between 8:00 AM and 5:00 PM. There shall be no drilling or blasting on Saturday, Sundays, or holidays. d. All construction shall be carried out in accordance with the Rules and Regulations of the Planning Board, and in accordance with any and all rules, regulations, and ordinances of the City of Salem. e. The applicant shall conduct street sweeping on Pierce Road and Sunset Road, as deemed necessary by the City Planner. f. The contractor will be responsible for providing the location(s) of all staging areas to the City Engineer for approval, prior to the start of construction. g. Amendments Any further amendments to the site plan shall be reviewed by the City Planner and if deemed necessary by the City Planner, shall require approval of the Planning Board. Any waiver of conditions contained within shall require the approval of the Planning Board. h. Violations Violations of any condition shall result in revocation of this permit by the Planning Board, unless the violation of such condition is waived by a majority vote of the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. The Special Permit shall not take effect until a copy of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his successors or assigns, shall pay the fee for recording or registering. Walter B Power, III Chairman l M° Mitt Romney Kerry Healey Jahn Cogliano Luisa Paiewonsky .. Covernor tt Govema Secreta Conunissioner _ HIGHWAY Secretary � - I W � EXECUTIVE OFFICE � 5 20060 PERMIT- SALEM OF TRANSPORTATION I��I DuP?. Cr E:'.J°""Ji,g; Permit#: 4-2005-0455 Subject to all the terms, conditions, and restrictions printed or written below,permission is hereby granted to CITY OF SALEM-DPW to enter upon the State Highway known as ROUTE 1 or LORING AVENUE for the purpose of installing an 811 water main, several water main service laterals and associated appurtenences. The Grantee will install the proposed 811 water main from the northerly location lineal station 9+37 southerly to the northerN side of the, roadway at st.tion 9+37 t.-uninuit:g .:asterly within the roadway, sh•)ulder area and the app'rosimatc Canter ci':;te rnadS•,- i.mi'ng at the existing 12" water main located within the northerly side of the roadway at station 67+85, The Grantee will replace an existing 10" water main with a 16" water main. The Grantee will install the 16" water main from the existing 16" water main located within southerly side of the roadway at station 31+26 to the grass area on the northerly side of the roadway at station 31+57 continuing within the grass area to station 32+15 then to the existing 1611 water main located within the southerly side of the roadway at station 32+79. The work will be performed as per plans on file at the Massachusetts Highway Department District Four Permits Office. A copy of this permit must be on the job site at all times for inspection. Failure to have this permit available will result in suspension of the rights granted by this permit. The Grantee shall notify the District Permit Engineer or his Representative at 781.641.8451, two (2) working days prior to the start of work. No work shall be authorized without said notification. Prior to starting any work, the Grantee shall notify the District Permit Engineer or his Representative in writing of the contractor who will be performing the work outlined under this Permst. The Grantee shall provide (fie name, addres!:, telephone number and appropr;ate .onlace per!on. The Grantee shall not engage in any work under benefit of this Permit until a MassHighway SmarTraveler ALERT form(attached) is filed with the District Permit Section two (2) working days prior to the start of work. The Grantee can fax the completed form to MassHighway at 781.646.5115. Except for an emergency, in no case will operations exceed the specified hours without the prior approval of the District Highway Director or her Representative. This includes the placement of traffic control devices,vehicles, equipment or anything that restricts the flow of traffic through the construction zone. Page 1 of 7 Massachusetts Highway Department-District 4.519 Appleton Street,Arlington, MA 02476 •(781)641-8300 No work shall be done under the terms of this permit on Saturdays, Sundays or Holidays. No work will be performed on the day before or the day after a long weekend which involves a holiday on any highway, roadway or property under the control of the Massachusetts Highway Department or in areas where the work would adversely impact the normal flow of traffic on the State Highway System, without permission of the District Highway Director or her Representative. Provisions shall be made for the safety and protection of Pedestrian Traffic during the construction period. It shall be the responsibility of the grantee to provide access to the property of residents and business owners during progress of the proposed work. If it becomes necessary to open the roadway surface in a larger area or relocate the existing work area to a location other than specified in this permit then the Grantee shall apply for an additional permit to cover this project. The Completion of Work Form shall be sent to the Grantor via certified mail as soon as possible after the completion of the physical work. WORK HOURS: 6:00 A.M. thru 2:00 P.M. Monday thru Friday. WORK HOURS: For work zone setups requiring one alternating lane of traffic 9:00 P.M. thru 6:00 A.M. Monday thru Friday. WORK HOURS: For work at the intersections of Paradise Road & Jefferson Avenue 9:00 P.M. thru 6:00 A.M. Monday thru Friday. The Grantee shall contact the Area Contact Person via Pager(7:30 AM to 4:00 PM Monday through Friday ONLY) Pager Number 781.387.0255, forty-eight hours prior to the start of work. The Grantee shall notify Dig-Safe at 1.888.344.7233 at least 72 hours prior to the start of work for the purpose of identifying the location of underground utilities. Dig-Safe# To be obtained prior to the commencement of work. All work shall be in compliance with the 1988 Edition of the "Massachusetts Highway Department Standard Specifications for Highways and Bridges", and Supplemental Specifications Dated December 11, 2002. Uniformed Police Officers shall be in attendance at all times while work is being done under this pen-nit. Page 2 of 7 All personnel who are working on the traveled way or breakdown lanes shall wear safety vests and hard hats. The furnishing and erecting of all required signs and traffic safety devices shall be the responsibility of the Grantee. All signs and devices shall conform to the 2003 edition of the Manual on Uniform Traffic Control Devices (MUTCD) with the Commonwealth of Massachusetts Amendments. Cones and non-reflecting warning devices shall not be left in operating position on the highway when the daytime operations have ceased. If it becomes necessary for this Department to remove any construction warning devices or their appurtenances from the project due to negligence by the Grantee all costs for this work will be charged to the Grantee. Flashing arrow boards will be used at all times when operations occupy the roadway and shall be available for use at all times. All warning devices shall be subject to removal, replacement and repositioning by the Grantee as often as deemed necessary by the Engineer. All vehicles, except passenger cars, which are assigned to the permitted project and which operate on the site at speeds of 25 M.P.H. or less shall have an offical SLOW MOVING VEHICLE emblem displayed and subject to Chapter 90 Section 7 of the Massachusetts General Laws. All vehicles and equipment on this project must be equipped with back-up alarms. It is imperative that construction operations are managed so that motorists travel "delay" is minimized. At any time during the operation when a traffic delay of over twelve (12) minutes occurs and the situation is worsening, the Grantee will begin to suspend operations. When in the opinion of the Engineer, this operation constitutes a hazard to traffic in any area, the Grantee may be required to suspend operations during certain hours and to remove his equipment from the roadway. Two way traffic shall be maintained at all times. Whenever work is to be done within two hundred (200) feet of traffic signals, the District Office must be notified by the Grantee at least 48 hours prior to the start of work by calling the District Permit Engineer at 781.641.8451. Care shall be exercised so as not to disturb any existing State Highway Traffic Loops. If said loops are disturbed, they shall be restored immediately after the end of the work day to their original condition. All expenses for restoring conditions shall be home by the Grantee. Page 3 of 7 Care shall be exercised so as not to disturb any existing State Highway Traffic Duct Systems or any underground structures that exist. If said system is disturbed, it shall be restored immediately to its original condition. Also any damaged Traffic lines shall be restored to their original condition. All expenses for restoring conditions shall be charged to the Grantee. The Grantee will be responsible for any damage caused by his operation to curbing, structures, roadway, etc. The Grantee shall be responsible for any settlement which may occur as a result of the work done under this permit. The Grantee shall i,.ssume furl responsibility for the structural integrity of any trench located within the MassHighway Layout. This responsibility shall remain in place for a period of three (3) years after the completion of the physical work, this time frame starts when the Grantor receives the Completion of Work Form from the Grantee. The Grantee shall respond to trench maintenance requests by the District Highway Director or his representative within two (2) working days. Non-response within the specified time will result in the required maintenance work being done by the Grantor, with all the expenses charged to the Grantee. Failure to respond to trench maintenance shall result in denial of future Permit requests. The Grantee shall be responsible for any ponding of water which may develop within the State Highway Layout, caused by this work. When a snow or ice condition exists during the progress of this work, the Grantee shall keep the highway well sanded to a point not less than two hundred (200) feet beyond the limits of the barriers and signs. No bituminous concrete shall be installed between November 15th and April 15th. No work shall be authorized during snow, sleet, or ice storms and subsequent snow removal operations. The Highway surface shall be kept clean of debris at all times and shall be thoroughly cleaned at the completion of this permit. At the completion of this permit, all disturbed areas shall be restored to a condition equal or similar to that which existed prior to the work. Whenever trenches are cut in the traveled way the surface shall be cut in straight lines using a concrete saw or other accepted methods equipped to cut the full depth surfacing and including Page 4 of 7 the reinforcing steel on concrete roadways. The excavation shall only be between these lines. The cutting operation shall not be done with a backhoe, gradall or any type of ripping equipment. For trench cuts within the paved surface of a State Highway where such trench cuts have a depth greater than four(4) feet, the use of Controlled Density Fill (CDF) for backfill is desirable, but not mandatory. The District Highway Director may approve a substitute backfill material for use in these circumstances. The Grantee must use a suitable backfill material which meets the requirements of the Grantor. The Grantor reserves the right to reject any material based on its physical properties, installation methods, or any other reasons which would cause the material to be unfit for use. All methods used to determine and verify the proper compaction of backfill shall be in accordance with AASHTO Standards Specifications for Density of Soil and Soil-Aggregate In- Place by Nuclear methods (Shallow Depth) (Designation T238-86 Method B-Direct Transmission shall be used to determine in-place density) and Moisture Content of Soil and Soil- Aggregate In-Place by Nuclear Methods (Shallow Depth) (Designation T239-91). All methods and work shall be performed by a technician on location certified in "soils"by the New England Transportation Technician Certification Program (NETTCP). All data and results shall be submitted to the District Highway Director for review and acceptance. The Grantee shall assume full responsibility for the structural integrity of any trench which does not contain CDF as backfill material. If CDF is used, the responsibility shall remain in place for a period of three(3) years after the completion of work which time starts with MassHighway receiving the Completion of Work Form. In the area of the open cut the backfill shall be made in six inch layers and mechanically compacted to the elevation of the adjoining subgrade, then gravel shall be placed and compacted to within two inches of the finished grade. The last two inches shall be bituminous concrete to form a temporary patch. The temporary patch shall remain in place for at least ninety days unless directed by the Engineer. A permanent patch shall then be installed. The pavement shall be cut in a neat true line one foot outside all limits of the excavation within the roadway surface, then excavated to depth of nine inches in order to place a six inch slab of Class F High Early Air Entrained Cement Concrete with No. 4 steel reinforcing rods on a twelve inch grid constructed to bridge the trench areas. The last three inches shall be surfaced with Bituminous Concrete Type I, compacted in two lifts, consisting of one and one half inches of binder and one and one half inches of top to meet the existing pavement surface. After the work has been completed the Grantee shall use the Infra-Red Method as a surface treatment a minimum of one (1) foot beyond the limits of the trench. Page 5 of 7 All utility companies whose services are located within or adjacent to the proposed installation areas shall be notified in writing of the proposed installation at least 48 hours prior to the start of any excavation in said areas. This is independent of the required dig safe notification. Any grass areas disturbed within the State Highway Layout shall be graded, loamed to a depth of 4" and seeded. If the sidewalk area is disturbed, it shall be restored, full width, in kind a minimum of five feet beyond any disturbed area. It shall be the responsibility of the Grantee to replace all pavement markings which have been disturbed by this permit. These pavement markings shall be restored within ten (10) days after this work is performed or as deemed necessary by the District Highway Director. Any bound marked MHB shall not be removed or disturbed. If it becomes necessary to remove and reset any highway bounds then the Grantee shall hire a Registered Professional Land Surveyor to perform this work. It shall be the responsibility of this land surveyor to submit to this office a statement in writing and a plan containing his stamp and signature showing that said work has been performed. Grantee assumes all risk associated with any environmental condition within the subject property and shall be solely responsible for all costs associated with evaluating, assessing, and remediating, in accordance with all applicable laws, any environmental contamination (1) discovered during Grantee's work or activities under this permit to the extent such evaluation, assessment or remediation is required for Grantee's work, or(2) resulting from Grantee's work or activities under this permit. Grantee shall notify Grantor of any such assessment and remediation activities. This permit is issued with the stipulation that it may be modified or revoked at any time at the discretion of the District Four Highway Director of-her Representative without rendering said Department or the Commonwealth of Massachusetts liable in any way. The Grantee shall indemnify and save harmless the Commonwealth and its Highway Department against all suits, claims or liability of every name and nature arising at any time out of or in consequence of the acts of the Grantee in the performance of the work covered by this permit and or failure to comply with terms and conditions of the permit whether by themselves or their employees or subcontractors. APPLICANT'S REPRESENTATIVE: Bruce Thibodeau TELEPHONE NUMBER: (978)745-9595 Page 6 of 7 No work shall be done under this permit until the Grantee has communicated with and received instructions from the District Highway Director of the Massachusetts Highway Department at 519 Appleton Street,Arlington, Ma. 02476-7009. The permit shall be void unless the work herein contemplated shall have been completed before November 7, 2006. Dated at Arlington this 7th day of November, 2005. Massachusetts Highway Department, By Patricia A. Leavenworth, P.E. District Highway Director LFRllfr Page 7 of 7 MASS HIGHWAY Completion of Work You may proceed with the work described within this Permit which has been issued to you by the Massachusetts Highway Department (MassHighway). Your attention is called to the time frame allowed for completion of said work. If an extension of time is required or alterations to any of the permit conditions becomes necessary, application for such changes should be made as soon as possible to the District Highway Director. Upon completion of the work, please fill out this form and forward it to: Massachusetts Highway Department, District Four, 519 Appleton Street, Arlington, MA 02476. IF THIS NOTICE IS NOT RETURNED. THE LIABILITY ASSUMED UNDER THIS PERMIT WILL CONTINUE. By Authority of the Massachusetts Highway Department District Four Highway Director. Dear Sir. I hereby notify you that the work outlined and authorized under the terms and conditions ofMHD Permle No. has been completed in accordance with all requirements of MassHighway. The date of completion: Permit Grantee: Signed: City/Town: Date: Massachusetts Highway Department. District 4. 519 Appleton Street, Arlington, MA 02476. (781) 641-8300 Massfthway/SmarTraveler ALERT Fax to (781) 646-5115 Permit#• Today's Date: Operation Start Date: Operation End Date: ❑ District One ❑ District Two ❑ District Three District Four ❑ District Five CIRCLE ONE: Construction Maintenance LOCATION: Route NB SB EB WB PROJECT LENGTH: miles CITY/TOWN: OPERATION START: a.m./p.m. OPERATION FINISH: a.m./p.m. DESCRIPTION OF WORK and LANE CLOSURES: CONTACT: CAR #: PAGER: CELL PHONE: FIELD OFFICE: APPROVAL: (Please initial when approved) Construction Engineer(if appropriate) Maintenance Engineer(if appropriate) District Highway Director DISTRIBUTION: _Chief Engineer _Public Affairs _Dewey Square _SmarTraveler Other —Other (Rev. 9/30/97) A B C D E F G H Z o- w rn 0 � PVC/DI ADAPTOR AND r7 LIMITS OF TRENCH BEND AS REOUIRED (TYP.) EXISTING GROUND SURFACE _ IL Lo EXCAVATION a IDI BEND } CN NEW CLASS 52 DI % VERT AS REQUIRE - f 1PIPE W/RESTRAINED JOINTS BEND (TYP) w EXISTING UTILITY :.<.R f ' ~¢ O B — MIN. 2r. SLOPE _""� NEW 6" SEWER - 'V CONNECTIO 1= IF EXIST. UTILITY IS $ '� - ° ° -— �` ..y - - - - - - SEWER 18" MINIMUM. °w° 'f z n OTHER UTILITIES ' 00 NEW PIPE PVC/DI ADAPTOR AND . So of w VARY. 0 rho o BEND AS REQUIRED (TYP.) 04 ! 18" MIN. 60 SEE TYPICAL NEW WATER - - - _ _ — Q c0 °Oo 000 o p°Pe°0° TRENCH SECTION MAIN - ' M O °� I ° 000 w SHEET N0. 10 4" MIN SCREENED 00 w >, SCREENED GRAVEL FROM GRAVEL OVER TOP UNDISTURBED EARTH B '" OF PIPE TO MID-DIAMETER a CULVERT OF EXISTING UTILITY s`4 ' " 18" MIN. I CONCRETEBLOCK MINTHRUST a BEARING AREA TYPICAL SECTION EXIST. SEWER 2 r-, CONNECTION (TYP T OF 2) z WATER MAIN X EXISTING UTILITYRELOCATION OF EXISTING SEWER SERVICE Cq Lui -°�� -°�� ABOVE NEW WATER MAIN CULVERT CROSSING j w IF EXIST. UTILITY IS NTS X SEWER 18" MINIMUM. ° 4P VARIES NTS OTHER UTILITIES `�° VARY. -________ - EXIST. SEWER 3 CONNECTION p ----------- 0 —————————— N O NEW PIP 18" MIN. U) UNDISTURBED MATERIA SECTION "B"-"B" EX/STING NEW WATER SEWER LO TYPICAL UTILITIES CROSSING DETAIL 18" MIN. MAIN ADAPTOR AND BEND CENTER, A FULL `� AS REQUIRED (TYP.) d OR DI PIPE -� �. N .,.• - - LENGTH OF PIPE " " NEW AT THE SEWER 1: w NTS -``J WATER MAIN I z CROSSIMG 2 a• oo NOTE: WHERE NEW WATER MAINS CRlOSSED WITHIN 18 INCHES OF EXISTING NEW 6" PVC SEWER SEWERS, THE NEW WATER MAIN SHALL HAVE MECHANICAL JOINTS (MJ) CONNECTION M x UNLESS OTHERWISE SHOWN ONDRAWINGS. IN. 2 SLOPE w i,L PVC BEND I ASREOUIRED SEWER CROSSING DETAIL 6" CONCRETE ADAPTOR AND BEND ENCASEMENT NTS COMMON FILL AS REQUIRED NOTE: SEE UTILITY CROSSING DETAIL THIS SHEET FOR ADDITIONAL INFORMATION RELOCATION OF EXISTING SEWER SERVICE BELOW NEW WATER MAIN 4" MIN. NTS POLYURETHANE FOAM INSULATION SAND 16" DI INSULATED WATER MAIN PROPOSED FINAL 8" DI INSULATE EXISTING CONCRETE HEADWALL 17.83" 0.D. GRADE (2.5' COVER) WATER MAIN HDPE JACKET CLASS 52 DI PIPE 4" MIEN. . AT CROSSING APPROXIMATE EXISTING ` INSULATED DUCTILE IRON PIPE GRADE AT CROSSING ENCASEMENT DETAIL NTS ---- -� 3 1 , —_._.__ — st4@ 12".4' LONG CONTROL JOINTW. ` — APPROX.RIVER BANK GRADE ' SAND CUSHION 16" DI WATER MAIN ESTIMATED BOTTOM OF CULVERT ESTIMATED SEDIMENT LEVEL 8" PLAN SECTION D[ WATER MAIN 6"MIN COMPACTED GRANULAR EXISTING CONCRETE HEADWALL 8" DI INSULATED 6"MIN FILL PLACEDBETWEENWATER MAIN CONCRETE AND PROPOSED FINAL GRADE (2.5' COVER) UNDISTURBED EARTH APPROX. EXISTING GRADE 16" DI INSULATED BITUMINOUS CURB .o #4@ 12" CENTER WATER MAIN #4 (TYP) _ #4@ 12" —SUPPORT PIPE ON CONCRETE BLOCK SECTION NOTES: 1• CONTROL JOINTS AND PIPE JOINTS FOR ARCHES, 4 AND ENCASEMENT SHALL COINCIDE FOR SPACING. MAX.DISTANCE BETWEEN CONTROL JOINTS SHALL BE 24't SAND CUSHION 2• SEE CONCRETE ARCH AND ENCASEMENT DETAILS FOR FURTHER REQUIREMENTS OF 16" DI WATER MAIN gc 3. REINFORCING STEEL TO BE USED ONLY WHEN DEPTH 8" DI WATER MAIN f J yG OF COVER TO TOP OF SURFACE OF CONCRETE Mgss IS 5' -0" OR LESS ESTIMATED BOTTOM OF CULVERT �. LISA HIS OC m 'SECTION U CwL y No.415 �0, FG/g P�G\Sy�Q CONCRETE PIPE ENCASEMENT DETAIL FOREST RIVER `CULVERT CROSSING DETAIL SsIONAL NTS NTS DESIGNED BY: M. COTE C"i Camp Dresser&McKee Inc. CITY OF SALEM MASSACHUSETTS PROJECT NO. 1882-45767 DRAWN BY: B. GUILFORD �WATER DEPARTMENT FILE NAME: CSTDT002 consuRing SHEET CHK'D BY: L. GOVE �1{�;on , MISCELLANEOUS DETAILS II SHEET N0. CROSS CHK'D BY: W. MACKEY operotions CORING AVENUE AREA WATER SYSTEM IMPROVEMENT APPROVED BY: L. GOVE 10 NO. DATE DRWN CHKD REMARKS DATE: OCTOBER 2005 ACCESSION N0. 1882-68502 A B C p E F G H Z o- w cfl ED . o Lo TEMPORARY EARTH SUPPORT SYSTEM Loo UNPAVED PAVED o Lo � CONCRETE ANCHORGE THRUST BLOCK REOUIREMENTS RESTRAINED JOINT TABLE PAVING (VARIES) FINISHED GRADE LoI SUBBASE MATERIAL af N SEE SPECIFICATION Lu o RESTRAINED LENGTH 3 FITTING MIN. BEARING AREA (SO. FT.) FITTING EACH SIDE OF FITTING (FT.) ai 0 E BANK RUN GRAVEL ' ! �= 16"X16" TEE 23 16"X16" TEE 113 NEW WATER MAIN jCL16"X10" TEE 23 16"X10" TEE 66 I w CBACKFILL I o 5 > cn I va 12"X12" TEE 13 16"X8" TEE 44 oU '� OVERBURDEN cr Z 0 16"X8" TEE 23 12"X12" TEE 87 COMMON FILL >MATERIAL _ Ed 12"X8" TEE 13 12"X8" TEE 51 I w iiD cQn v PIPE BEDDING 8"X8" TEE 6 8"X8" TEE 58 1 i AS SPECIFIED 0 \\ 0p 0 CT r`-' 16"-1/8 BEND 18 16"-1/8 BEND 22 11 / �� i (50 8"-1/8 BEND5 8"-1/8 BEND 13 ORGANIC w --- y _ (50 y y M y y SOILS y O y z w y y N 8"-1/16 BEND 3 8"-1/16 BEND 6 i BED BOTTOM OUADRANT y I ( (—I I I y > y ON UNDISTURBED EARTH I I`I 8"-1/32 BEND 1 8"-1/32 BEND 3 6" PLUG 4 6" PLUG 57 8" MIN. IN ROCK X HYDRANT 4 12"X8" REDUCER 55 EXCAVATION IN ROCK ' EXCAVATION IN EARTH STRUCTURAL FILL ca OR SELECT COMMON FILL (7rNORGANIC SILT. 0 12"X6" REDUCER 74 SAND OR GRAVEL TYPICAL TRENCH DETAIL EXISTING PAVING 0 8"X6" REDUCER 0 30 NTS (THICKNESS VARIES) WIDTCOLD PLANE FINAL PAVINGH EXCAVATION AND REPLACEMENT j TOP 2" j EXISTING PAVING 2" BINDER OF ORGANIC SOILS-DETAIL j (FULL WIDTH) COURSE NTS ,. FINIISH GRADE LO FLOW - �� N .. 7.5 6" MINIMUM 00 11 TOTAL (TYPICAL) 2 PAVING 3.5" BASE COURSE d.0 • d'Od a� E °. 12" 12" 'B' TAMP THE TRENCH FULL 'q' BURY THE TOP END OF WIRE OR NYLON BOUND ANGLE FIRST STAKE OF SOIL. SECURE WITH THE MATTING INA TOWARD PREVIOUSLY STRAW BALES PLACED LAID BALE EX ::S.TOIE:: `:::::::; ::: ISTING WATER MAIN 6" ROW OF STAPLES, 10" TRENCH 4" OR MORE IN ON THE CONTOUR EX SPACING, 4" GOWN FROM DEPTH TO BE ABANDONED 6» TRENCH Y 2-REBARS, STEEL PICKETS, OR 2"x2" STAKES %" TO 2' r COMMON FILL 'C' OVERLAP: BURY IN GROUND (OR'DINARY BORROW) CONCRETE PLUG FOR ' "'' UPPER END OF ABANDONED PIPE LOWER STRIP AS INYY 'E'OVERFALL NTS 'A' AND 'B'. OVERLAP Y END OF TOP STRIPj. Y 4" AND STAPLE. Y rYY TfRENCH WIDTH VARIES " 6'-0" WHERE POSSIBLE 41 STATE HIGHVWAY PAVING DETAIL .4 Ile NTS 'D' EROSION STOP: FOLD OF MATTING BURIED IN SILT,-~ _' ,l TEMPORARY HAY BALE NEW CURB TRENCH AND TAMPED. -' 1 1/2" STOP AND BOX HYDRANT 6., 3 DOUBLEROW OF STAPLES. % -�- - NTS PLACE STAPLES 2 FEET o EXISTING CURB STOP EXISTING GROUND TO BE REMOVED \ I I ( FINISHED GRADE APART TO KEEP MATTING SURFACE FIRMLY PRESSED TO SOIL. �,�.//i / / / //i TYPICAL STAPLE #8 �� CLOSE EXISTING i 6" VALVE GAUGE WIRE iii CORPORATION STOP BOX i AND CAP PLUG I I SCREENED GRAVEL SERVICE PIPE i I CONNECT TO EXIISTING i ( PIT 2'-6" MINIMUM ii g i SERVICE WITH REDUCER DIAMETER FROM 6" iii ABANDON EXISTING ( AND ADAPTER ANCHORING TEE BELOW HYDRANT TO EROSION CONTROL BLANKET SERVICE CONNECTION I AS REQUIRED I WITH 6 TEE i _ 6 MIN. ABOVE NTS ; W NEW SERVICE i BRANCH o i HYDRANT DRAIN RING y p CONNECTION o ( (RESTRAINED M.J. 6 DI in FILTER FABRICWITH I , OR FLANGED PIPE AS SPECIFIED. Wb MINIMUM OF POST 6-IN SAND I SINGLE PLY ROOFING FELT ENCASEMENT I - - - CONCRETE THRUST BLOCK . d , . .� .� r FILTER FABRIC - AS SPECIFIED SILT LADEN - - - - RUNOFF ANCHOR FABRIC VIVITHTIE RODS AND CLAMPS CONICRETE BLOCK SET ON SOIL, TAMP BACKFILL OR RESTRAINED JOINTS UNDISTURBED EARTH EW CORPORATION CRUSHED SITONE �. CARRY FILTER FABRIC STOP AS SPECIFIED 6 M.J. GATE VALVE _ = N DOWN INTO TRENCH BEDDING AS SPECIFIED 1= I — — _— _— GRADE EXISTING NEW DI -III-III—I 1=III=III=III= DIRECTION EXISTING GROUND 4'-0" MAXIMUM SEE TYPICAL TRENCH DETAIL — IIMIII—I - - - - - GRATE INLET , WATER MAIN WATER MAIN =1 I 1=!I I-III- - _ = A B C D E F G H z a w ---J O v LO o > �0. a Q FAIRVIEW ROAD IS NOT 0 °O REMOVE AND REPLACE 3 O \ BACKFED. CONTRACTOR TO Lo D EXISTING GATE VALVE MAINTAIN WATER SERVICE 04 WITH 8" DI PIPE AND `O OQ 1 DURING CONSTRUCTION. (oO0 ,(2) 8" COUPLINGS. O O \ ui o NOTE. 43 0 3 REMOV� AND REPLACE EXISTING GATE VALVE 1. ALL CONSTRUCTION ACTIVITIES ON ROSEDALE mE LD Q O WITH 8 .• DI PIPE AND (2) 8 COUPLINGS. AVENUE, RIVERBANK ROAD, AND SUNSET ROAD SHALL BE BID AS PART OF THE SRF ELIGIBLE BASE O �„ \� �' .N BID. ALL OTHER CONSTRUCTION ACTIVITIES ON z a- _ O LAFAYETTE STREET ARE INCLUDED UNDER THE BID _ __ ITEMS WITHIN SRF ELIGIBLE BID ADDITIVE A WHICH 1 FE ¢ �t O HARBOR VIEW TERRACE IS J < ` ` TOTMAIINTAINDW TERTRACTOR SERVIICE WILL BE ONLY AWARDED IF FUNDS ALLOW. INSTALL NEW HYDRANT D�JRING CONSTRUCTION. 2. INSTALL CATCH BASIN PROTECTION ALONG ASSEMBLY WITH (2) 8" COUPLINGS �\ \ CLEANING AND LINING ROUTE. j w _ •� �/ \ REMOVE EXRSTING LOWRY REMOVE EXISTING COWRY HYDRANT CCONVECTION.� O 6 CONNECTION r INCLUDING FRAME AND COVER. INCLUDING FRAME ��'��, AND COVER. I REMOVE AND REPLACE . 8 � o EXISTING GATE VALVE Of �� WITH 8".DI PIPE AND _ , ��\ O (2) 8" CbUPLINGS. • CLEAN AND LINE �\ EXISTING 8" APPROXIMATE BUFFER SALEM HARBOR x O WATER MAIN ZONE APPROXIMATE LIMIT OF X �\ SAVOY ROAD IS NOT REMOVE EXISTING LOWRY \ O o WETLAND BACKFED. CONTRACTOR TOHYDRA INCLUDING FRAME TIONAND COVER. 0 `�� 1 REMOVE EXISTING COWRY MAINTAIN WATER SERVICE HYDRANT CONNECTION o DURING CONSTRUCTION. �� 1 INCLUDING FRAME AND COVER. o REMOVE AND REPLACE o 0NAPLES ROAD IS NOT \ EXISTING GATE VALVE / a BACKFED. CONTRACTOR TO -- — 1 WITH 8" DI PIPE AND MAINTAIN WATER SERVICE �� i"1 2 8" COUPLINGS. \ 2 DURING CONSTRUCTION. O `. ) REMOVE ,ANQ REPLACE �\ \ EXISTING GATE VALVE \ INSTALL NEW HYDRANT \� %, WITH 8" DV PIPE AND \ � ASSEMBLY WITH (2) �' (2) 8" Cg.UPLINGS. \ 8" COUPLINGS O N O \ CLEAN AND LINE 0 9* 100 EXISTING 8" 00 O WATER MAIN \ REMOVE EXISTING L0. RY -A HYDRANT CONNECTIOV -)3�;�3 �'ING FAME AND . .D COVER \ 4-k� INSTALL NEW HYDRANT REMOVE EXISTING COWRY INCLU E ASSEMBLY 1 ITH (2) 8" HYDRANT CONNECTION P C COUPLINGS INCLUDING FRAME AND COVER. / \33, -p . IT- LIMITS OF BASE--BI.,..�l \ \ WORK � SEE (NOTE 1. 9MDGE REMOVE ANEY REPLACE EXISTINO'GATE VALVE WITH 8\ DI PIPE AND 2 8" C UPLINGS. 1.0„ C ® INSTALL 1 \ SEDIMENTATION/EROSION 1� CONTROLS Q Q- REMOVE AND REPLACE 1. EXISTING HYDRANT REMOVE AN REMOVE AND REPLACE EXISTING \ S REPLACE EX TING GATE VALVE WITH 6 DI PIPE GATE VALVE TH AND (2) 6" COUPLINGS. 6" DI PIPE AND\2 6" COUPLINGS. CLEAN AND LINE FAIRVIEW AVENUE IS NOT EXISTING 8" WATER MAIN I EMOVE AND BACKFED. CONTACTOR TO EPLACE MAINTAIN WATER SERVICE rXISTING DURING CONSTRUCTION. \ G YDRANT o I �•. CLEAN AND LINE EXISTING 6" WATER MAIN V OF Mgss REMOVE AND REPLACE EXISTING O 4 LISA HISC GATE VALVE WITH 6 DI PIPE � COa . GOVE AND (2) 6++ COUPLINGS. a CIVIL 9 N0.415 6 NAL REMOVE AND REPLACE O EXISTING HYDRANT 1" = 100' W CONNECT NEW 8 HDPE WATER 50 0 100 MAIN. SEE SHEET NO. 7 O DESIGNED BY: M. COTE CITY OF SALEM MASSACHUSETTS PROJECT N0. 1882-45767 DRAWN BY: G. BELIZAIRE C&A Camp Dresser&McKee Inc. WATER DEPARTMENT FILE NAME: CSTPLO10 SHEET CHK'D BY: L. GOVE B^Q��-^g SUNSET ROAD, RIVERBANK ROAD, ROSEDALE AVENUE CORING AVENUE AREA WATER SYSTEM IMPROVEMENT SHEET NO. W. MACKEY const=tion CROSS CHK'D BY: o�rotons AND LAFAYETTE STREET 8 NO.. R ' DATE: DATE DRWN CHKD REMARKS APPROVED BY: L. GOVE OCTOBER 2005 ACCESSION NO. 1882-65000 A g C D E F G H "? a / w / D a } h'" O � / 40 Q 40 _ ( 0 Irl �^ \ W ; . O i� \ -30 1 30 cn V) tl W Z \ \ OLLJ \ \ 8—a J `� / \ F— O 20 - - - 20 , , / �� < / \ \ o o 6 SOLID SLE E m E \ B-' w w1 10 `�` ',g' 4 8", �ATE ,VALVE ° 8"X6"' REDUCER _z 0 �`�, 87X$ TEE \ Z x i I ✓ " GATE VALVE o W o \ ! ' 8" DI PIPE 1 J Q \ \ 0 U M cn s z ,��• �� Q�a -10 10ol `l1 :J Ft \ f O w T \ / 8" HDPE WATER MAIN ttq ' V —zo lb PROFILE -- `\ SCALE: 1 "=20'-0" APPROXIMATE ACCESS/ o \ \ EGRESS PIT LOCATION f v� �' f x AREA OF SPECIAL CONSTRUCTION - HORIZONTAL I DIRECTIONAL DRILLING LUMP SUM BID ITEM 16 SHALL INCLUDE ALL COSTS TO FURNISH AND INSTALL 1 55 , 'j THE 8"' HDPE WATER MAIN BY MEANS OF' HORIZONTAL I '` �' �� DIRECTIONAL DRILLING. ALL OTHER DI PIPE AND FITTINGS, Ln ,' f � r x VALVES;, PAVING, AND ALL ELSE NECESSARY TO CONNECT / ' \ THE 8"' HDPE WATER MAIN TO THE EXISTING WATER MAINS 8 'DI/HDPE ON PIERCE ROAD AND SUNSET ROAD SHALL BE PAID FOR CO PLING B-4S UNDER' THIER RESPECTIVE ITEMS IN THE BID FORM. o ' % 6 / \ 2 �- 8 HDPE i \ o APPROXIMATE 200-FT WATER MAIN i \ _j / RIVERFRONT AREA >_ -- / I �' `�s EXISTING 6" WATER MAIN ` ! �, TO BIE CLEANED AND\ \ 8 DI WATER MAIN I / / i Qin LINED. SEE SHEET NO. 8 APPROXIMATE 100-FT � \ \ \ BUFFER ZONE N \ T BM' , 12PASS I / �_ SPIKE SET IN U.DOLE - EXISTfNGESEWER \ 2 4 1 ' ABOVE GRADE EL EVA TION= 1,5.66 " �� Gtr` , 00- GR41SS d / I OLREDUCE �. �` '� �.� BUFFER ZONE APPROXIMATE 1 FT ;, GATE,VALVE / ;f 8 1 $'r"6EN ,. z E ROADi�z _ _..-. _... i+ . 5 201 ti 20 PE NEN C`"^-•-....,.�._ Nei t'r 's" — — — — — — _� t R / 1-1 EASEM E T \ ' f �Go� �, is Q� APPRROXIMATE LIMITS ° 4 \ / n , � f � � �n MARSH / \ 1 vc 5 F ....:�:�_ ...-..err.,_.� _.�...� _._.�__. �.:..� _- ---- IDA T OASTAL BE.AC NC. 1 C C. a T L FLA (C H) �' \ ALa � *f �iUEk,SLK 5l!�:�'�LK —_ _a _ _ . .._-_. _ e: 25 CONTRACTOR TO REMOVE CAP AND / / / — _ — — 40 EXTEND 8" DI WATER MAIN USING_ HAY BALES OR � Y A 8" DI SOLID SLEEVE ' `- ' SILT FENCE B--1 / TOP OF COA AL BANK APPROXIMATE LIMITS , VE r OF SALT MARSH I / '' i 8" DI/HDPE i LIMIT OF LSCSF COUPLING r, (ELEV. 14.36') Wa 22 29 8.l-1/8 � N Ld f I (2) 8„-1��8 BEND a > \ /r BENDS / I APPROXIMATE ACCESS/ � \ TOP OF COASTAL BANK (ELEV. 14.36') EGRESS PIT LOCATION / AND LIMIT OF LSCSF \ HAY BALES OR �` d \ / SILT FENCE (y- 01 \ / THE LOCATION OF ALL EXISTING UTILITIES IN THIS ac. / / 20 / AREA ARE APPROXIMATE. CONFIRM LOCATION, PROTECT io'F l AND MAINTAIN ALL UTILITIES DURING CONSTRUCTION. 4 F 'I LISA HISCOC G, c� \ � 60VE r” 7� / �� ) �/l`CIVIL Cn \ / No.415 6 \\_\ 9 O VVHI�" PG ST cPE ``�S;ONNL�✓�<. 10 0 20 DESIGNED BY: M. COTE CITY OF SALEM MASSACHUSETTS Camp Dresser & McKee Inc. , PROJECT NAME:O 188CSTPL007 2-45767 DRAWN BY: B. GUILFORD WATER DEPARTMENT FILE consulting SHEET CHK'D BY: L. COVE engineering SHEET NO. construction LORING AVENUE AREA WATER SYSTEM IMPROVEMENT PIERCE ROAD TO SUNSET ROAD LOOP CROSS CHK'D BY: W. MACKEY operations APPROVED BY: L. GOVE 7 REV. DATE DRWN CHKD REMARKS OCTOBER 2005 NO. DATE: ACCESSION NO. 1882-68499 I i� q g C z a- \, I � rq w Ln O � Q- ` \ to O O Ln shy, N �P ``, Q z s O 1 J Q \ ,` Q LL 8" DI WATER MAIN \� \` • � `� \~�.. `• APPROXIMATE 100' LO R I N G AVENUE E (STATE HIGHWAY— ROUTE 1 A) o ��/ \�. ��.,ti \ `�c ° PASS UNDER _ \ / \ ;. 4 � Sxo �� `--.� DRAIN 57 > \`�� ., � - �� :--: ., . _; -,..y_�_ _max , _ •�2'� �'� ;t Ops r N / 9 !J'.5. vt 17.8 $ 3 Q �� \ 15 6" 1=7.9 �` �' ti`s-,• `'� `_-°' � _-_ --•_..�., _ `` / /' e ryl cs s o HAY BALES OR \ f It SILT FENCE REMOVE AND REPLACEsX0O En EXISTING HYDRANT o , k //. /�f , > - U r APPROXIMATE LIMIT i OF WETLANDS �' � / � '} ;- .``\ 'Ey` `''° ""--_.._ _`__"__.__:- p! I `_...._----•- . fps 00 00 WSI 0 A- ro N ,/ ,; ... ,•Cayce .,`•e,. ' f / • `= ' `"--_ — - 0041 / / 6✓ Ile ✓! �\ _.. - / - �-- -�. s - _ _- - __ --- `- " ' '' = 6" WATER MAIN TO 1 1^ BE' ABANDONED _ i __ HAY BALES OR SUPPORT AND PROTECT ~ .---- '- "'*'•"'"�� —r SILT FENCE TREE AS NECESSARY �� - �'- _"-�-"�---�--�"-------^•- `` i rr- � • �� i APPROXIMATE LIMIT OF WETLANDS l 3 'y 1 8" SO ID / 2 6 2 2 5 8 l I CONTRACTOROTO HARISON RAD (MAIN AIN WAT RD 8" G E VS SLEEVE ALVE / SERVICE DURING CONSTRUCTION •� 1 8 DI PIPE . t8'9 16 BEND ~-.,� ` ------- � ' APPROXIMATE 100' 8" GATE VALVE 8.,XBTEE2 BUFFER ZONE J 4 a P SS UNDERLIMITS OF PLANE ANDC�ULL 8" DI WATER MAIN `LD D AIN I (SERVED OFF !i WIDTH OVERLAY HARRISON ROAD) i 0 NE HYDRANT ASSEMBLY REMOVE AND ` REPLACE SIGN IGHWAY-ROUTEf C AS NECESSARY AVENUE (STATE c8/aN �Q 4 _ p RI N _ --- AT - _ - 'S OTOS M N f s [ E _ L --1271 _ Y _ __----- --- r 24.5 284 w , -...- GRASS IN R=21.30 EXISTING INTERCONNECTION J ` TO BE ABANDONED EXISTING INTERCONNECTION �� 6' 44+00 ------ - - � TO BE ABANDONED 6 .,"{l- 6LU�G - R= 2 , �_. ________.. ; �„ _____-__.--_-�m-•--�--- --- 8.39 4 7 — LOCATION OF SERVICE CONNECTION UNKN WN CO LOCATION D< RINGC CONSTRUCTION. 6" CAP/PLUG —_ • •-,Y�� ?6. ,� - -- �,••_ .. ��--_-----5 _____._ .�� LISA HISCOCK s GOVE 6" CA /PLU GATE VALVE 12 0.415 CIVIL \ VL A,N a ,4. L 1 I 6" WATER AIN TO 8 GATE a��N�z�'��.�: BE ABA ONED ; ------ _ w \ _ .. _ � ®� r2Gj� 6" SOLID SL EV VALVE: 8.,X6" REDU R \ CLOSE AND THEN Z 8 GATE VAL REMOVE AND REPLACE HAY BALES OR REMOVE VALVE BOX 8" DI PIPE SILT FENCE AND COVER FOR 28"-1111 EXISTING HYDRANT I 5 7oFF `b N , 8"-1 1 16 BEND I I 1 " = 20' ALL GATE VALVES (SERVED ROAD rte= 8"X8' TEE TO BE ABANDONED (TYP.) LINCOLN 10 0 20 DESIGNED BY: M. COTE PROJECT NO. 1882-45767 DRAWN BY: B. GUILF— Cm ORD camp Dresser & McKee Inc. CITY OF SALEM, WATER MASSACHUSETTS FILE NAME: CSTPL004 L. GOVE consulting TMENT LO RI N G AVENUE SHEEP CHK'D BY: engineering SHEET NO.LORING AVENUE AREA WATER SYSTEM IMPROVEMENT construction (MHD STA 34+00 TO 45+00) 4 CROSS CHK'D BY: W. MACKEY operations APPROVED BY: L. GOVE REV. DATE DRWN CHKD REMARKSOCTOBER 2005 NO. DATE: ACCESSION N0. 1882-68496 A B C D E F G H z n- w w > o0 O r a. Ln O CD cn Lin C), N LORING AVENUE (STATE HIGHWAY— ROUTE 1A) O Q Q E I LOCATION OF SERVICE CONNECTION F_ UNKNOWN. CONTACT OWNER FOR l I z LOCATION DURING CONSTRUCTION. APPROXIMATE 100' RIVFRVIFW ';TRFFT IS NnT RA('KFF_D• 1 o Q I I _ UIFFER ZONESERVICE DURING CONSCONTRACTOR TO TRUCT ON. 1 PASShNDER SEWER Q 6" SOLID SLEEVE _ �j /� ---�_ - � 4 R"yr,," RFnI I(:FR Q I — 8 GATE VALVE E ISTIN 4 4 6 8" DI PIPE I ERC NNECTION 4 5 0 -.._ _._ _3_g _ _ ._ 4 2 6 I 8"X8" TEE T BE ABANDONED _o , ;, 4 414 41 2 I a N I NEW HYDRANT ASSEMBLY P;t AIAIL SET 1N U. PO „ 8 DI WATER MAIN i „ROUE GRADE I 6 CAP/PLUG �Ff /ATION = 15.31 I PASS UNDER DRAIN q 1 ( ERVED FF o I RIVERVIEW ENUE) I 8" GATE VALVE Z _ I \ L E f— t( •a z" ` a = ;7 W _ ,_• . nlzsPH o Lv — — O _ r J -- -- __.. f �� ___ ti0 S-- __.._._._ _ __..___�. .,__ _____ __ _____� ._ — 70 U = = -16.8( - ' ;_.,_., �0 30"S N R= .06 I 30 .� ----- 3p"S W 25+00 26+ 0 ____ G__ _ — - _.�.�.__. »G l- _ 6"G CN IS51, U r 27+00 p� I .w ry , 1 PJ Ne _ —_ _. .-_ f W 1E a __.. - - 1F>"It' - 1 „€"�_ 6,1v �r'1iti _ - z __..- n. �-_ .. _-. _ __ _�._.__,r _ 219 16 SN16'W 16 Gil W --- (MARBLEhfEAQ) 4 ' 16 U _ _. . _. _ . ._ — 16"nrw o 'tiN 16 -- — __ -. �f.z , : r i CD I Q-------- OHW _ - g+•--------- —a--='M•-- / — _-.. _____._ _ ...�,�.-------- -------- O / .h �-- . -..... ._ J :1` En I, I \ y- j I APPROXIMATE LIMIT 6" WATER MAIN TO CLOSE AND REMOVE VALVE BOX OF WETLANDS BE ABANDONED AND COVER FOR ALL ABANDONED APPROXIMATE LIMIT GATE VALVES (TYPICAL) OF WETLANDS 6" CAP/PLUG HAY BALES OR 00� SILT FENCE \ HAY BALES OR SILT FENCE E 0 c i� FOREST R/VE LORING I N G AV (STATE - L ENUE HIGHWAY ROUTE 1A) 1 (4) 8"-1/8 BENDS — \ ,. 8" DI WATER MAIN _ --� 8 -1/16 BEND w- APPROXIMATE 100' BUFFER ZONE REMOVE AND REPLAQE� __� „ -- _ r. ��sCJF '��:;^ � ----.A-,�� SIGN AS NEGESSARI' s, _B--GATE- VAL�/E r 40.1 -�- 04 8,•x8'° TEE 8" GATE VALVE 8" DI PIPE HAY BALES OR 8" GATE VALVE I• _- SILT FENCE 8" SDI „PIPE ,,'0 �.-- • ` __- �_ - APPROXIMATE ILIMIT 16"x8" TEE ` d(3) ` • _�,fes..•+—� n _ OF WETLANDS �! ^' � 16"-1/8 BENDS �- d- CTIO - 16" DI WATER MAIN ,,.-•i ,.• ,;,. ..,,�__ LIMITS OF AREA OF SPECIAL CO)NSTRU N •. \ 8 DI WATER MAIN �.-� G +d ,fir Q. - FOREST RIVER CULVERT,.CRO.SSIN_G__._._ _ -. --- ----`-""""- ` GRAVEL SS So — ` - y — _ `- 1 6 DI WATER MAI '--- " v a .- 16 GATE VALVE -- : (W — _ _ ----" 16" GATE VALVE ` - - __ 16-1/8 BEND_ ��- 1 .� _. __.... AND FU F 4L COLD PLANE Y _ 1(3) 16 1/8 BENDS 1 31 +00 32 �00 33--00 ~ 30+00 16 SOLD SLEEVE _... 16"X16" TEE yp"I,qr --�------•- .-......., 16" SOLID SLEEVE _.,v,.. 16" GATE VALVE------- ra __ z 16"X16" T 16"X10 REDUCER , A.�, _..._ _ . 1.6,Y--GATE .VALVE 34+00 ` __, , ..... ._ 10 SOLID SLEEVE � � 16'rv _ r 1.a.2 ---- -- — c0tv - _ _ 1 Q" SOLID SLEEVE _ 4— -- - _ - , nn e _. ————.--. --•....W-...°��— i-.mac—.,.�� T..�,e..::_.,. .MC. ��:. l7T/ /.ff F Y ��r••.lAf!. , t� INSIDE -'.` , .....»_.(3f'!W CONTRACTOR TO DIG TEST PITS R � —� -. ` __ - CUL VERT �tJ.3`� �.�,.. .�.. :--� TO LOCATE LIMITS OF 10' WATER CLOSE AND REMOVE VALVE BOX - `� �F ti�gss na -----+- MAIN AND COVER FOR ALL ABANDONED '�" c ' �� `� LISA NISCOC (2) 8"-1/16 BENDS GATE VALVES (TYPICAL) 6" WATER MAIN t�, m • 1 TO BE ABANDONED a No. 6 2 t 0 9� �F GCSTE, CONTRACTOR HAY BALES OR I TO USE PRE-INSULATED 16 AND 8 O SILT (FENCE SS-oNp��' PIPE AND FITTINGS WHERE GROUND COVER IS LESS THAN APPROXIMATE LIMIT 5 FEET. MOUND FINAL GRADE IN THIS AREA. S� OF WETLANDS 1 " = 20' SEE DETAILS SHEET NO. 10. 10 0 20 DESIGNED BY: M. COTE Cm CITY OF SALEM, MASSACHUSETTS PROJECT NO. 1882-45767 G. BELIZAIRE Camp Dresser & McKee Inc. FILE NAME: CSTPL003 DRAWN BY: WATER DEPARTMENT CORING AVENUE L. GOVE consulting SHEET CHK'D BY: engineering construction CORING AVENUE AREA WATER SYSTEM IMPROVEMENT SHEET NO. CROSS CHK'D BY: W• MACKEY operations REV. APPROVED BY: L. GOVE (MHD STA. 23+00 TO 34+00) 3 N0. DATE DRWN CHKD REMARKS DATE: OCTOBER 2005 ACCESSION N0. 1882-68495 q g C Z CEDARCREST AVENUE IS NOT BACKFED. CONTRACTOR TO MAINTAIN WATER > L6 SERVICE DURING CONSTRUCTION. a Ln o I 8" SOLID SLEEVE 504 8" GATE VALVE 8 DI PIPE I Q8"X8" TEE Q I I I ASS OVER RAIN , I 49 0'A 490 I � (SERVED O F 1 I I 1 z (SERVED 0 F Fl� CEDARCREST VENUE) I I I o I CEDARCREST VENUE) Q UNKNOWN.TION OCONTACT OWNER EC R N > I 1 J Q 494 I I LOCATION DURING CONSTRUCTION. Z1(2) O 2 5 O 0 4 EXISTING INTERCONNECTIroN TO BE ABANDONED 4 g 2 4 8 8 �-- � o 8" GATE VALVES LL I w , I -- — ( I 8" DI WATER MAIN I W 1 ATE VA ' 8 GATE VALVE LO ING AVENUE (STATE HIGHWAY-' ROUTE 1 A) : I d - sox I ! OHIO' -- ,. s,.__.-_. ____._.__ -i_.-� - .: OMI•#----- -1 , — — — r- �l77 6tS ,. - i f _ -•- ___-_-_..-___________ _...- r __,_._ __._---_-- _ - S 1 -e Y .: � t5 s , 14 - 12'D--- 'D -r_ -31.8 U�" 11 ' R- ut)-12'D 6'G— �--12'D F o I 12+00 13+00 1/ + cf� "�` �"`{ 16+00 6 G o17+00 6'C - 6'C' Ire! J IYY'1r C3 '�' a_ 1 0 > ! 5 o� W _ __ '.__._ 6`w- "W —6 - 6",W — 6"IM - RSr - 6' 6' "�N cis U 'W 16"01— O° d 6 W Sl�`4?t sl-Y44' ` 6"bV = Z 16 , --_- t6"w 46"w 16 U r �' 1 - F J R ' S7 T,O.P.43. MARBLEh1G�iD _ h1ARBLLHE•4C1 " _ ' 16 =-- 16"01 1R� .�-� �. . _ - 6 Ql W 'C14 IL— _:, �6_�.__ S " f �_ 1 6 : 2 •- hd i _.— I , fl N�3 0 , x - - - - �' - - - - - - - - - - - - - - - - - - - - 6SOLID SLEEVE b . �« REMOVE AND REP CE l 8X6 REDUCER "_ 6" WATER fvtAlN ,� ti I EXISTING HYDRANT (2) 8" CAP/PLUGS I TO 8E ABANDONED I 0 8„ GATE VALVE �, 1 I N I E 6" CAP/PLUG 1 PASS UN ER 0 8X8 T E i 1 DRAIN REMOVE AND REPLACE 1 I — r I ', � EXISTING INTERCONNECTION CLOSE AND REMOVE VALVE BOX I f W AND COVER FOR ALL ABANDONED I I EXISTING HYDRANT TB _ 2 TO BE ABANDONED I I Lij � GATE VALVES (TYPICAL) F',�C VA1L SET ll�/ �G1 - _' I 1 I 1 I 1 ' C7VE GRADE > I Z F , U 4 9 7 W I ELM AVENU ) 1 — I ----- 4 6 1 ELEVATION= TION= > N I 483 1 481 ' 4- 1 4 1 1 1 Q I I I 479 1 469 1 65 I z l I J � I I - I Ld W 0 I I I I i Z J t INTERVALE ROAD IS NOT BACKFED. OAKVIEW AVENUE IS NOT BACKFED. Q APPROXIMATE CONTRACTOR TO MAINTAIN WATER CONTRACTOR TO MAINTAIN WATER 0 SERVICE DURING CONSTRUCTION. ON BUFFER w SERVICE DURING CONSTRUCTION. ZONE w I 8" SOLID SLEEVE I f 8" GATE V LVE 6" SOLID SLEEVE: J I 8' DI PIPE I ' � I 8"X6" REDUCER I 8" GATE VALVE EXISTING Q 8"X8" TEE 8" DI PIPE 8"X " T INTERCONNECTION I �� 8 EE I �, TO BE � I (SERVED OFF —,-4-62 I 1 ABANDONED I w OAKVIEW AVENUE) I I '�-� I I 6{� I — I I 4 8 4 (SERVED OFF I 1 4J2` l A ~ — I / I 1 4 6 PASS UN ER I I OAKVIEW AVEN E) _ 456 I 3 W „�,, 4 Q NEW HYDRANT ASSEMBLY DRAIN 8" CII WATER MAIN = i ' C� II E INTERCON ECTIPN L� 0 f f 8 GATE VALVE --� Iir, TO BE ABANDONED \ I I Z LORING AVENUE (STA- E HIGHWAY-ROUTE �1 A) � ► I\ � I rv1 GATE VALV F .!4 1<WALL Ld_.-____�M_.`_ 18>`G R=22.70 1.71 tt PASS UNDER I— �, 1 " r ea — - - _ _ . w _ n -- --- _ y DRAIN �-�--I =28.3 5 z M /_ g --- - o »_, s - __� 12 Q—• - 12"D 12,0 � I " _ G R=22 ®__ _. J 19+00 �" "G -- _____ 6"� Q 20 -00 - - j, 22+OCO 6r 23+00 lw— 6 1w Illy I— 1614' - 1 �' _ 16'1"✓ _ �� i6'?�_ _- -- - , __- =- 16"�v r iA e r (C PpE1.J) - � e4P �1 �� ,.. ----,-•--- �� a_ 16"fir - , " . 1 b ' f W D— (CAPPED) a%(CA 16 6'1� - 161V-_ - Q-2�. _ µr - - � -/ - - - - - - - - .- - .- ------ ------_ -_�-- C OSE AND REMOVE VALVE BOX 8" DI WATER MAIN REMOVE AND REPLACE t� 6" WATER MAIN A D COVER FOR ALL ABANDONED EXISTING HYDRANT 8" GATE VALVE (2) 6 CAP/PLUGSHAY GTE VALVES (TYPICAL) 1 TO BE ABANDONED SILT FENCE OR 1 L7 1 LOCATION OF SERVICE CONNECTION UNKNOWN. CONTACT OWNER FOR LOCATION DURING CONSTRUCTION. I 4 8" GATE V L \ OkA OF M,q�,s I ' LISA RISCO tiG 1 1 APPROXIMATE tU GOVE � CIVIL Cn No.41516 9�GrSTE'' I SSS%ONgL E�G� I I i 20' 10 0 20 DESIGNED BY: M. COTECm PROJECT NO. 1882-45767 G. BELIZAIRE Camp Dresser &McKee Inc. CITY OF SALEM, MASSACHUSETTS FILE NAME: CSTPL002 DRAWN BY: WATER DEPARTMENT L. GOVE consulting SHEET CHK'D BY: engineering LORINGAVENUE SHEET N0. consttions LORING AVENUE AREA WATER SYSTEM IMPROVEMENT CROSS CHK'D BY: W. MACKEY operations APPROVED BY: L. GOVE (MHD STA 11 +00 TO 23+00) 2 REV. DATE DRWN CHKD REMARKSDATE: OCTOBER 2005 N 0. ACCESSION NO. 1882-68494 A B C D E F G F{ z n- w Lu LEGEND EXISTING GENERAL NOT E S NEW _ _ STREAMS/LAKES/RIVERS PROPERTY LINE LO af N EA SEMEN T LINE W o REMOVE AND REPLACE EXISTING WATER MAIN — — CHAIN LINK FENCE m1. THE DATA SHOWN ON SHEETS WAS COMPILED BY HARRY R. FELDMAN, INC. IN MARCH 2005 AND x X x x = WOOD FENCE Q FROM CITY OF SALEM AND PUBLIC UTILITY HISTORICAL PLANS AND RECORDS. ALL BUILDING INFORMATION NEW WATER MAIN GUARD RAIL c� IS APPROXIMATE AND BASED ON THE CITY OF SALEM 2005 GEOGRAPHIC INFORMATION SYSTEM (GIS) ASSESSOR'S DATA BASE. RETAINING WALL 2 THE LOCATION, SIZE AND MATERIAL OF EXISTING PIPES, DUCTS, CONDUITS, WATER SERVICE CONNECTION o Q AND OTHER UNDERGROUND STRUCTURES SHOWN ON THESE PLANS ARE NOT WARRANTED TO BE EXACT PLUG/CAP w EXISTING WATER LINE 1 I Q NOR IS IT WARRANTED THAT ALL UNDERGROUND STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL BEAR FULL < o RESPONSIBILITY FOR OBTAINING ALL LOCATIONS AND SIZES OF UNDERGROUND UTILITIES AND STRUCTURES. GATE VALVE 8 BOX w (Rr WA TER LINE OF RECORD w T 3. EXACT LOCATION OF NEW PIPES, VALVES, FITTINGS, ETC. SHALL BE EXISTING GAS LINE DETERMINED IN THE FIELD BY ENGINEER. BENDS G (R) GAS LINE OF RECORD 0 4. EXISTING HYDRANTS THAT ARE CONNECTED TO A WATER MAIN THAT IS E EXISTING ELECTRICAL LINE a NOT FULLY FUNCTIONAL SHALL BE COVERED/BAGGED IMMEDIATELY. S EXISTING SANITARY SEWER 5. ALL EXISTING WATER MAINS ARE UNLINED CAST IRON OR DUCTILE IRON UNLESS OTHERWISE NOTED. o EXISTING STORM DRAIN z HYDRANT ASSEMBLY 6. ALL WATER SERVICES OF 2" OR LESS THAT ARE CONNECTED TO EXISTING MAINS ARE TO BE ABANDONED AND NEW TEL EXISTING TELEPHONE LINE w SERVICES INSTALLED BETWEEN NEW WATER MAINS AND NEW CURB STOPS. EXISTING HOUSE SERVICES TO x BE CONNECTED TO NEW CURB STOPS. OHW OVERHEAD WIRES 7. NEW HYDRANTS ARE SHOWN SCHEMATICALLY AND SHALL NOT BE PLACED ON PRIVATE PROPERTY. TEE EXISTING PA VED ROAD u 8, THRUST BLOCKS TO BE USED ONLY WHERE SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. E' ALL FITTINGS SHALL BE RESTRAINED WITH RESTRAINED JOINT PIPE IN ACCORDANCE WITH THE MINIMUM REDUCER REQUIREMENTS SHOWN IN THE MISCELLANEOUS DETAILS. EXISTING UNPA VED ROAD 3 9. DEPTH OF COVER GENERALLY TO BE 5 FT. MAY BE REDUCED TO 2.5 FT.-5 FT. WITH INSULATION WHERE _ _ EXISTING CONTOUR (INDEX) NECESSARY AND WHERE DIRECTED BY THE ENGINEER. SOLID SLEEVE z �9 — EXISTING CONTOUR (INTERMEDIATE) ui ui 10. NOTIFY FIRE DEPARTMENT 48 HOURS PRIOR TO REMOVAL/REINSTALLING OF HYDRANTS. 175 X5 EXIS TING SPO T EL E VA TION 11. REMOVE AND REALIGN ANY EXISTING LATERAL SEWER SERVICE CONNECTIONS THAT INTERFERE WITH THE NEW WATER MAINS. SEE DETAILS ON MISCELLANEOUS DETAILS II (SHEET NO. 10). CLEAN AND LINE EXISTING WATER MAIN U EXISTING BUILDING/HOUSE LO 12. CONTRACTOR SHALL SUPPLY SUPPORT FOR EXISTING UTILITY POLES AS REQUIRED BY UTILITY COMPANY. C=::D HEDGE 13, DISTRIBUTION SYSTEM FIRE PROTECTION MUST BE MAINTAINED AT ALL TIMES. AT NO TIME SHALL FIRE TREE LINE ao PROTECTION BE LESS THAN THAT EXISTING PRIOR TO CONSTRUCTION INCLUDING SERVICE CONNECTIONS TO 2 i PROPERTIES WITH FIRE SPRINKLEIR SYSTEMS. EXISTING LIGHT POLE 14. EXISTING WATER MAINS, AS WELL AS SERVICE CONNECTIONS, GATE VALVES, AND HYDRANT ASSEMBLIES SHALL REMAIN IN SERVICE, AND EXIS TING TELEPHONE POLE: E UNDISTURBED TO THE EXTENT POSSIBLE, UNTIL THE 8" DI WATER MAIN, SERVICES, HYDRANTS ETC. HAVE BEEN TESTED, CHLORINATED, AND � EXISTING HYDRANT ACTIVATED. S EXISTING SANITARY MANHOLE 15. NOTES PERTAINING TO NEW WORK SHOWN THUS: D EXIS TING S TORM WA TER MANHOL E 16. WHEN HORIZONTAL SEPERATION BETWEEN THE NEW WATER MAIN AND EXISTING OR RELOCATED TEL EXIS TING TELEPHONE MA NHOL E SEWER IS LESS THAN 10-FEET AIND THE VERTICAL SEPERATION IS LESS THAN 18-INCHES ELEC EXISTING ELECTRICAL MANHOLE THE NEW WATER MAIN SHALL BE: CONSTRUCTED OF MJDI OR CONCRETE ENCASED PIPE FOR w EXISTING WA TER MANHOLE A MINIMUM OF 10-FOOT BEYOND WHERE THE SPACING IS LESS THAN 10-FEET HORIZONTAL AND 18-INCHES VERTICAL. p EXISTING MISCELLANEOUS MANHOLE EXISTING WA TER GA TE VAL VE 17. IF A NEW WATER MAIN CROSSES UNDER THE SEWER, BOTH PIPES ^HALL BE DUCTILE IRON EXISTING GAS GA TE VAL VE OR CONCRETE ENCASED FOR A MINIMUM OF 10-FEET TO EITHER SIDE OF THE RESPECTIVE CENTER LINES. ® EXISTING CA TCH BASIN So EXIS TING SIGN' 18. CONTRACTOR SHALL LOCATE AL.L SANITARY SERVICE CONNECTIONS FOR 300 FT. MINIMUM IN ADVANCE EXISTING BORING OF INSTALLING WATER MAIN TO MITIGATE POTENTIAL CONFLICTS. � TEST PIT 19. THE CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES WILL OPERATE DISTRIBUTION SYSTEM VALVES FOR THE o EXISTING DRILL HOLE PURPOSE OF OBTAINING A SHUT DOWN. p EXISTING STONE BOUND 20. THE CONTRACTOR SHALL COORDINATE ACTIVATION OF NEW WATEI MAINS WITH CITY OF SALEM STANDARD TREE DEPARTMENT OF PUBLIC SERVICES AND ENGINEER. 21. THE CONTRACTOR SHALL SAW-CUT ALL PAVEMENT TO ITS TOTAL DEPTH IN THE PINE TREE 3 PROCESS OF INSTALLING WATER, MAINS IN ALL PAVED AREAS INCLUDING STREETS, DRIVEWAYS AND SIDEWALKS. ® MB MAIL BOX 22, THE CONTRACTOR IS ADVISED THAT IT MAY BE NECESSARY TO WORK DURING PERIODS OTHER THAN + 10+00 MASSACHUSETTS HIGHWAY DEPARTMENT LAYOUT STATIONING NORMAL WORKING HOURS FOR THE PURPOSE OF OBTAINING SHUT DOWNS AND/OR TO FACILITATE INSTALLATIONS OF NEW WORK. ALL WORK OUTSIDE OF NORMAL WORKING HOURS WILL BE COORDI- m METER NATED WITH CITY OF SALEM DEPARTMENT OF PUBLIC SERVICES AND THE ENGINEER. • PK NAIL, REBA R, SPIKE 23. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT OR SEDIMENT EPLP ESCUTCHEON PIN/LEAD PLUG LADEN WATER FROM ENTERING CATCH BASINS, DRAINAGE SYSTEMS, OR WATER BODIES. FND FOUND 24. CONTRACTOR SHALL PROTECT AGAINST SILTATION OF WETLANDS AND SHALL COMPLY WITH N/F NOW OR FORMERL Y ALL REOUIREMENTS CONTAINED IN ORDER OF CONDITIONS APPENDED TO THE SPECIFICATIONS. HAY BALES SHALL BE PLACED AROUND ALL CATCH BASINS SUBJECT TO RUNOFF FROM CONSTRUCTION PL PROPERTY LINE AREAS. WETLAND AREAS DISTURBED SHALL BE RESTORED AS SPECIFIED. BIT CONC BITUMINOUS CONCRETE 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER SERVICE. GRAN GRANITE FL FLOOD LIGHT 26. BORINGS AND PROBES WERE PERFORMED BY ENVIRONMENTAL DRILLING IN 2005. GUY WIRE LIP UTILITY POLE 27, BORING AND PROBE LOGS ARE APPENDED TO THE SPECIFICATIONS. BORINGS AND PROBES ARE SHOWN IN PLAN FOR INFORtMATIONAL PURPOSES ONLY AND MAY NOT BE SHOWN AT EXACT LOCATIONS UP,ILP UTILITY POLE/LIGHT POLE ALONG THE PIPE ALIGNMENT. R RIM 28. WHERE NEW DI WATER MAIN CROSSES OVER EXISTING SEWERS, CONTRACTOR TO CENTER LENGTH I INVERT OF DI WATER MAIN OVER THE SEWER CROSSING. CMP CORRUGA TED METAL PIPE RCP REINFORCED CONCRETE PAPE CI CAST IRON 4 CL CEMENT LINED AC ASBESTOS CEMENT �,ZN OF ,y DI DUCTILE IRON � �sSgC g LISA HISCOCK yc P V'C POLYVINYL CHLORIDE c GOVT: VCP VITRIO US CL Y PIPE CIVIL �No.415r6. (R) RECORD `��s��tSTEPr, (T) THRESHOLD EL EVA TION QNAL 65.242 FIELD SPOT EL EVA TION 65.48 PHOTOGRAMMETRIC SPOT ELEVATION BE BEECH DESIGNED BY: M. COTE CITY OF SALEM MASSACHUSETTS PROJECT NO. 1882-45767 Camp Dresser& McKee Inc. LEGENDDRAWN BY: B. GUILFORD WATER DEPARTMENT FILE NAME: consulting SHEET CHK'D BY: L. GOVE Pco stti ro CORING AVENUE AREA WATER SYSTEM IMPROVEMENT LEGEND AND GENERAL NOTES operations SHEET NO. CROSS CHK'0 BY: W. MACKEY APPROVED BY: L. GOVE LGN REV. NO. DATE: DATE DRWN CHKD REMARKS OCTOBER 2005 ACCESSION NO. 1882-68492 CITY OF AL M , MA ACH ETT WATER SYSTEM IMPROVEMENTS Lm 0 Ft 1114 477 ADtlf 1E 14 Ll 1E AL Ft 1E AL VVAL7rIEFt .9; 1f ,; 7r1F. 1V1 11A1 FtC) 1f1EriA1E141r .9; SALEM BID NO X=XX DWSRF NO 2864 CONTRACT NO . 1 M', g �.p• '. s^ '_Y r..F' -, .p;3 A ,k, d -iv r. ? a--s + c�,., - rl—t, ±il� CITY M Y � �: LIST O DRAWINGS _ - ,rr. �' - a�._--j• ,. .,.. ,,, a r'"'t,,^. 1 .i'; �A"'fy ,�=r' 4 ,�t•.' �."-'" ' t - Y STANLEY J . USOViCZ JR . lw— _ . " SH EET TITLE , ^ -- , ty y 3i 4 afv , T V. - :ya.. Tcj � '::h �.Y r3t' �• e 'Y',=* . +' ,� .1'i i' a,.,J^if LGN LEGEND AN N — xil! ;, r D GENERAL NOTES x ' • i k, CORING AVENUE INNiIN SQUARE TO MHD STA. 11 +00) , , e> yy _ DIRECTOR OF PUBLIC SERVICES/CITE ENGINEER _ 7 , 2 ORING AVENUE MHD STA. 11 *00 TO 23+00 ,N(1 ek a-`,cw '& , rf•,w: f 'c A, Y '_. .. i ,., ,4 's' " # .: t r# ;a 3. i F'q`yt .}'•"° ; a'' fir:. ;, i T; -,- :4...;: : '„ . . ,..,. .:s' f- #,,i.''•' �.:, ,sP". - =a'M e 'OAK "=r yw BRUCE THIBODEAU PE { `. N ; .a , i . . , .. „ ,.. 3 CORING AVENUE E (MHD STA. 23 00 TO 34+00 a. ' t , _;C' .r- i L: •-#�"�' �•6 ._. `r` ie ,;.3 f 4� #i#tom. ' ' 4 LORING AVENUE HD STA. 34+00 TO 45+00) , p r• Lh X�`. ,.! 3{F.f"g 14.fit ,; 'l^ t c + , " Nr, ? �i:; +c ;,, >: s}a ". „'yc , #., s. #.• ,� 'x S,:is'irCy#r p 'A. '{ '.d Ii[ ->♦• `,+I '; .:y "'H.:C}a` ta`t+ r".Y}ll 4 �`. v : , .., ::... ,.. .�•, 4:,, #.� ..J to ,;.'1/' . "` .: ar s "11 a 2 -x - 5 LORING AV T . , l!►' ," :w #<< , � - r� — � - ENUE (MHD STA. 45+00 TO 56+00) •e - s 5 CORING AVENUE (MHD STA 56+00 TO 58+00) :x '�'" � ` ?t�vat • . .4.. .. ., ,,,,it•"',"`SC ' . .�.M.:4 "t'i° 'Y A r• 7 PIIERCE ROAD TO SUNSET ROAD LOOP s'A� , 8 SUNSET ROAD,RIVER BANK ROAD, ROSEDALE AVENUE, N YY .1 4Y 4 fm5 AND LAFAYETTE STREET s OCTO E 2005 Y i ` s7L L . w y 9 MISCELLANEOUS DETAILS NEW 8 HORIZONTAL —CLEANING AND �— BID ADDITIVE A '10 MISCELLANEOUS DETAILS II WATER MAIN DIRECTIONAL LINING CLEANING AND DRILLING DINING 11 TRAFFIC MANAGEMENT PLAN 1 12 TRAFFIC MANAGEMENT PLAN II LOCATION PLAN 13 TRAFFIC MANAGEMENT PLAN III 100 % DESIGN - NOT FOR CONSTRUCTION 14 TRAFFIC MANAGEMENT PLAN IV IN of Mgss'c LISA HIS CO K G - GOV'E v ZCIVJL cn 9 No.41' 6 o Q OA, 0 P 7 a SSS/ONAL E '\ 0 0 0 0 0 CAMBRIDGEvMASSACHUSETTS C CD co Consulting Operations N co co 1882-68491 41 Decision J w I(�� .eC.�OL F- 9VV"I p CITY OF SALEM ' 1 PLANNING BOARD Wireless Special Permit Decision = _� The Petition of Metro PCs for the Property Located at 1000 Loring Avenue (Loring Towers) - 1) r A Public Hearing on this petition was held on September 18,2008. The following Planning Board Members were present: Charles Puleo, Tim Kavanaugh, Tim Ready, Nadine Hanscom, Gene Collins, Pam Lombardini, David Weiner, and John Moustakis. Notice of a this meeting was sent to abutters and notice of the hearing was properly published in the Salem Evening News. The petitioner is requesting a Wireless Communication Facility Special Permit under Section 5-3, Special Permit Uses, of the City of Salem Zoning Ordinance, to allow for the installation of six (6) panel antennas to be concealed in three (3) faux flues all painted to match the building. The antennas will be connected via coaxial cables to three (3) equipment cabinets located within a 10' x 16' lease space on the roof of the building concealed by a 10' screen wall textured to look like brick to match the building. The equipment cabinets measure 71" H x 52"W x 38"D. One (1) 19" GSM antenna as well as f one (1) 3718" GPS antenna will be located on the rooftop to allow the FCC mandated E911 capabilities. The Planning Board reviewed the application and plans submitted and found that the petitioner addressed the requirements of this section for the issuance of a Special Permit. On September 18, 2008, the Planning Board closed the Public Hearing and the Board voted'?5 by a vote of eight (8) in favor, and none opposed, to grant a Wireless Communication Facility Special Permit for the location stated above, in accordance with the application dated August 27, 2008 and site plan last dated August 20, 2008, titled "Metro PCS, Loring , Towers, 1000 Loring Avenue, Salem, MA 01970 Essex County", Sheets T-1, C-1, Z-1, Z-' and Z-3, drawn by Metro PCS and stamped by Professional Engineer Daniel P. Hamm, E submitted and now part of the file. The Special Permit was approved with the following condition: 1. Maintenance and upkeep of the approved antennas, equipment cabinets, and screen walls are the responsibility of MetroPCS, its successors, or assigns. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty(20) days have elapsed and no appeal has been filed or that if such appeal has been filed that it has been dismissed or denied, 120 WASHINGTON STREET, SALEM, [MASSACHUSETTS 01970 • TEL: 978.745.9595 FAx: 978.740.0404 ♦ WWW.SALEM.COM is recorded in the Essex South Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision is on file with the City Clerk and that a copy of the decision and plans is on file with the Planning Board. Charles Puleo, Chairr an T OQ metroPCS. rw...a. Prepared For: Prepare MetroPCS Caron & Ass�d�ia� k " S>tem Benjamin Caron LorinTowers UO ' g BO301 Concord Street Site Address: Haverhill MA 01830' ,•' 1000 Loring�Avenue (978)360-3671 t ,� Salem,MA 01970 a ben@cadsims.cain 9 ,iI d .m For visual reference only. Actual visibility is Loring Towers BOS0160B Created By:Hudson Design Group LLC dependent upon weather conditions,season, together with Caron&Associates Design LLC sunlight,and viewer location. 0—AdoF��Zs Photographic Renderings—08/22/2008 MIL (978)360.3671 info@cadsims.com 1��rr�sly~r;l .�g�y �'1• +�•rf 4� ,. . � .,��.r / r � !` [j1//�r��7;yaryy�s�r 1 ��{ cif rst{Ia�..l.,}. y,('�0 n y ` / ��N^.y�r, * Y .� � �� .R +.,�.�( � .�� d�i� � ,"1�>/nliN 46'•I,•' vj� '�+ .(,�1 I ! /[ T y 2 �91FF • FJ r� a `moi It .r .fes j)Ti P ' ' � ♦� '� • •; a > Loc.\nU � +,• lei , .� .� u� v .: � ,.• .ham �'• � + ell 71 r 1 ,t it :��..4 ..4. rie.>l: 1 ��.ir • r�± �'3•*V.'.i' f'>I� f. 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Actual visibility is ' Created By:Hudson Design Croup LLC dependent weather conditions,season, Loring Towers BOSo160B eP� Pon together with Caron&Associates Design LLC sunlight,and viewer location mniwifamox Photo Location 2—85mm— 875'+/-Away—08/22/2008 Tel:(978)360.3671 info@cadshns.com ' SAM—= ProposedNu metroPCS. Conditions � • _ 6 1 For visual reference only. Actual visibility is Created By:Hudson Design Croup LLC dent upon weather conditions,season, ' deP� Loring Towers BOS0160B P together with Caron&Associates Design LLC sunlight,and viewer location. am C4DF%R�1 Photo Location 2—85mm- 875'+/-Away—08/22/2008 Tel:(978)3643671 info@cadsims.com Existing Hudson©O metrppCS. Conditions __� � 0� pGl t� �4 00 10 ia 00 E I� 6 For visual reference only. Actual visibility is Loring Towers sosoi6os Created.By:Hudson Design Group LLC dependent upon weather conditions,season, together with Caron&Associates Design LLC sunlight,and viewer location. a�,d-,CU do menus l wa Photo Location 3—85mm— 705'+/.Away—08/22/2008 Qb_Tel:(978)3643671 info@cadshns.com Proposed "'� 0� metroPCS. Conditions For visual reference only. Actual visibility is Loring TOWerS BOSOI6OB Created By:Hudson Design Group LLC dependent upon weather conditions,season, together with Caron&Associates Design LLC sunlight,and viewer location. a°= d�; me R.. Photo Location 3--85mm— 705'+/-Away—08/22/2008 �. d asa91 n Qb_Tel:(978)360.3671 info@cadsims.com Existing Hua:a,©Q rIIctrOPCS. Conditions °"""""Q � • _ x 3 g€av x i t i y LH 4�p " For visual reference only. Actual visibility is Loring Towers Bosol6oB Created By:Hudson Design Group LLC dependent upon weather conditions,season, sunlight,and viewer location. ame}up�ncAUFN,&Wr Photo Location 4—85mm-- .800'+/-Away—08/22/2008 together with Caron&Associates Design LLC am,e�owudo�asnwmrw Qb_Tel:(978)3643671 info@cadshns.com - N Proposed Hudsoo� ntetl'oPCS. Conditions a , 6"TM.y !s ?uc n r 9 OVA cam OR, FEZ"E- 1*4 For visual reference only. Actual visibility is Created By:Hudson Design Group LLC dependent upon weather conditions,season, Loring Towers BOS0160B ep Po together with Caron&Associates Design LLC sunlight,and viewer location. CAD Fik RrW Photo Location 4—85mm— 800'+/-Away—08/22/2008 Tel:(978)360.3671 info@cadsims.com Oruwnrg O,rrvided on OB/l9/IW8 MetroPCS Massachusetts LLC Proposed Wireless Communications Facility Loring Towers 1000 Loring Ave., Salem, MA Plans I C� metroPCS. metroZMOM OO _ 2135 BILLERICA ROAD THIRD FLOOR ® CHELMSFORD, MA 011324 Unlimit Yourself. TEL (978) 244-7200 O FAX (9713) 244-7240 BOS0160B N Hudson ©O LORING TOWERS anm+cs MRIEI Eawl TEL RANHN® _ HMNDTTIL AMOW NS 91BM5596 1000 LORING AVENUE SALEM, MA 01970 ESSEX COUNTY ANTE P. �s (Cull �a I o.4, 720 SITE TYPE: ROOFTOP NAL � ENGINEER/LAND SURVEYOR SITE INFORMATION: VICINITY MAP APPROVALS uraV TxlY urc/CBIW uram TIQ wffrnw aF.ISFNSEO T4i0FES5QW1 LTNIIII91, m IL1FR Na Rocul¢HT. PROPERTYOWNER: LORING TOWEL SALEM PRESERVATION SCALE NIS LANDLORD: LIMITED PARTNERSHIP c/o AIMCO _. ; REVISIONS 4582 SOUTH ULSTER STREET PARKWAY,SUITE 1700 DENVER.008097 N $.1'a'by,� FIELD CONST.MGR: APPLICANT: METROPCS MASSACHUSETTS LLC RF ENGINEER: 285& RS0 SITE ACOUumoN AGENr:CHB SFOD.AA 1824 (978)244-7000 ARCHITECT/ENGINEER: SITE ADDRESS: TOMLORINGAVENUE 14p� SALEM.MA01970 iia \ +� SHEET INDEX 1 08/20/ ZONING FINAL COUNTY: ESSEX �� T°''d":N O+w"' _ DWG LATITUDE: N421B55° u�M°i `^�?�` . f 0 013/15/0 ISSUED FOR REVIEW 1N"Tb 1 1 . DESCRIPTION REV. LONGITUDE: W-70.907167 lye �/ g �~YREV. DATE DESCRIPTION ZONING CLASSIFICATION: RESIOBIOAL-MFFAMILY Y AOC -/'� "6 T-I MESHES ULTI Ao¢tT ra. uae®er. I¢ xve I / P esmem ow rs bsxou � i sR� r °jS' i" •__ Gl OT PIAN ZONING JURISDICTION: CITY OF SALEM Z-I ROOF PLAN TAX ID PARCEL NUMBER: MAP 20 LOT 7 1-2 EVAiION II owl ae qx I SITE NAME: ARCHITECT/ENGINEER: HUDSON DEIGN GROUP LLC x -a a - F Z4 DETAILS I 1600 05G20 NORTH,S \\\\' BULLRING 20 NORTH,SUITE 2.101 N,ANDOVE.WO1845 BOS01606 POWER COMPANY: NATIONAL GRID 25 RESEARCH DRIVE 'lf �. R'. (�38389".0DDwA D,sB2 T�� ryr'` LORING TOWERS TELEPHONE COMPANY: 185BZON I '- DO NOT SCALE DRAWINGS 185 FRANKIJN STREET BOSTON.MA02107 4. / C_ITF_ _p11DRFC$: (9D0)941A90D �7 lam,-�(�—V CONTRACTOR SHALL VERIFY ALL PUNS AND EKSTING DIMENSIONS AND CONDITIONS ON 1000LORINQ/�VB�AJE SITE ACQUISITION MANAGER: KATE RUGMAN � Fes; _, THE JOB SITE AND SHALL IMMEDIATELY N011FY THE PROJECT OWNERS REPRESENTATIVE IN SN.991.M401970 (603)3,88000 tyy�w, /q WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR / IM F/ CON5TRUC110NMANAGER: MARION HUMMER �C -.- �"� SAME DRAWING—._S_. (97EWILB279 PROJECT DESCRIPTION OPS CONTACT: ALIKE W 4.72805 TITLE SHEET (978)2447'180 � E��E� DRIVING DIRECTIONS 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL Be USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CBLULAR HEAD SOUTHFASTON BIUPBG RD TOWARD EWOTTST. 0.4 MILES.MERGEpNT019-3 S TOWARD BURUNGTON/BCSTON. SERVICE 10.0 MILES.MERGE ONTO 495 N/MA-128 N VIA THE EXIT ON THE LEFT. 13AMILM KED LETTO TAKE MA-129 N VIA EXIT 45 2 THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. DRAWING N0: TOWARDGLOUCESTER. IB MILES.TAKE THE LOWELL ST EOL EXIT 26,TOWARD PFABODY SQ/SALEA.0.2 MILES.TURN 3 NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. SLIGHT RIGHT ONTO LOWEL ST, 13MILELLOWELSTBECOMES MAIN ST.0.2 MILES.TURN RIGA ONTO WASHINGTON Sr. A NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. 02 MILES.TURN LEFT ONTO ABORN Sr.0.1 MILES.STAY STRAIGHT TO GO ONTO SUTTON Sr,DA MILES.SUTTON ST BECOMES 5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. �_ MARLBOROUGH RD.0.9 MILES.TURN RIGHT ONTO HIGHLAND AVE/MA-107,0.1 MILES,TURN SLIGHT LER ONTO METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF SWAMPSCOTT RD. 1.3 MILES.SWAMPSC0IT RD BECOMES DANVERS RD.0.3 MILES.TURN LE'TONTO ESSEX ST.OA MILES, ONE TRIP PER MONTH AT ONE HOUR PER VISIT. ESSEX ST BECOMES LORING AVE 02 MILES.END AT 1000 LORING AVE SAL&A MAO797D 42ST GENERAL NOTES: metro,P/vvS. 1. fE1D SURVEY OA,E N/A �y 2 MIDARM NORI AMERICAN morlIc L CATM OF1sBa Unlimit Yourself. / I — ( ) 281 THIRD FLOOR ROAD \ 1 N"aEWTN.DAlLR1: NOR1X AMERICAN OAIIM"1861 NAOaI O \ 21-37/ / v r THIRD FLOOR ��7 A, SITE WNiRQ ppNi: "NRA OF DURING Ruuw& CHELMSFORD, MA CAnTUOE X 4-Ma ,21-2M3 , • 01824 / IANOT10F IS-ManorTEL (978) 244-7200 1-41 � / i PRCBFRIY ONIDt IONM 1 PI ASSOOAIES o .ISR BURrax pMMWAr FAX (978) 244-7240 / 21-2 1 \ 21--W ' FANCY,w wag 21-]S a. SITE„UMBER Wim j7. SIZE ADWiSR IODO UMINGw DIRK 11-5 21-235-920 O I �-� a AP%1GHudson Xr: R285 B�•YA55�THOSE� . // / OIEFNSTWA.MA 01914 Design GfoUJI O EXISTING BUILDING I B JURISDICTION: CITY"SALEM 16 TAX Ik YAp ID LOT 7 N�IDP�WXCAIlE21M IONPXRSOatn il. FIJI R69EN(S Ott"SNFXR YA55 tl5 DATA tr NAWaL wO1aOMe i.Vl:fl14S649M 21-96 \ HAX pEFEREn"3 As INDICATED BELOW `> 1z zOxwc Jnesnrnox: INsmENnAL-IALniAnY Q \_ O 13 1AAESCOAMHSSAND EXISTING UTILITY IRR.IWAS �CONTNED NRAACCTOR9 SII / \ L"11NC TONERS ASSWAIES I IncATE Au IBmFRmouNl uTutRs Ix nc rmD PaDN 10 Axr SITE waN. i3 c 1.Ou.iNcr ..T \ 21-11 \ PRIOR THE 10 MY F VAFOR ALLi A4 1'am sTRlKnox x011EnAnax n-xauRs `t'• �js� wlr: zD LOT: 7 \ \ on SME SYSTEM(MA ME NL m M.I-Bma44-rzu y,4, CALLRTf OS o6(C1): 1-B00-UEDFR5 US ANIEL P. CJI u. DOCUMEN LAN I"i11NOT TO IS LDYRIID AS ASSEtW✓5 CST M I DOCUMENTS AND Is NOT m"OOISTRIRD AS XAN91G BEEN OBTAINED z `21-2 RESULT"A III MARY AND n ACCURATE DD SURVEY MY 0ICCE 419RCi m CXAx" C� C V � A NLL21-1 PIEFFORWED BWN"RY SU¢JEY l SnNC _ EI-11 IS 9ETIO. SYSTEMDFR "1185 S FI LS BASED ON PIT I M OT I PIM NWIN WAS 0.4 7 LO / , MWIOCE uNRfn 2,-242 1 1�a IX�ACT R6REYNTAnOM GImOF GTR E NOR"��N Is NOT INTENDED m BE AN ' FUSES(PAONm TO wT ) 1 '�SiCIVAL EtT' ,I ��(,YP 2 '4 AL OF 5) `_- P�yryEj1`Q J { ENGINEEM/IAND SURVEYOR / S��PS/'T�-\I, / I , I SCO\( I LEGEND R l4 A L'KKATxM a,IM ipl Ax,pERmAL (PW TO wT"I PENmouSE ./ SW W" I _ _ _ - Lour slur MR;cmlc uxoEN IIa DIRECTION \ I COLOR TEXEwREJ /' / I Ri�tt uxE OF A IICEISFD PRDEF590NLL RNIGNEE, TO MIEN N.W WLUNf. A91NiWG PRWFAtt IME / / Tao ETIST.CONTOUR REVISIONS x X AST.OWN UIM PENCE 1 \ x x p .OWN IMI(PEN" FIST.TME LOS DUST.STREET LAYOUT EOSi.EASEMENT —ow—Om— ERSf.wRRxE.D UnuIFS OH" cj 1 /20/08 ZONING FINAL 0 08/15/ ISSUED FOR REVIEW NDYTn Effir.uxlwMNaOND ununEs —WAIT— P .UNDERGROUND,UnunEs REV. $ DARE DESCRIPTION MST.MNtt EVE p001 ppm q BD a ylE \ / •...............• Z"dNG B'JADIAY NNE cm A55NLMN / Naxio O6xb W. OIN Aff&VfiWn4L4M7)FA1®.Y ZIXaNG OSIRICI \ / ZONxC f01AAAAY UNE SITE NAME SWAMPSCOTi Z"0N`DISTRICT BOS01 60B / LORING TOWERS SITE ADDRESS: 1000 LORNGAVENM SAIEM.MA019'20 ZONING INFORMATION DRAWING TITLE: SOURCE: JURISDICTION: CITY OF SALEM. w PLOT PLAN TIRE XwM ZONING DISTRICT TYPE RlSmellN ULT-EAMLY 1 PLOT PIN BIRD`"A SNMY"TM PROPFITIY BV MINAS �e DIMENSION REC PLOT PLAN UIREMENTS REWIRED PROPOSED GROUP IXC,F mLIj Ae JUNE MIT PFORMOAF3T NSE".5.5 NM 1 1K 1011N OF SAEM,W SF5505 CATAamE C_1 $CMF 1' ISD' A„TFIJNA a'!9Arr. SITE SPECIFIC NOTES: 0 75' 150' 300. Oso. mONr YARD SETBA[N 10' 2GB1 DRAWING N0: 1. SITE P,LUCY NAs MT BEEN"XA L SET BY 1X0501! OR NVf1d IF ASSUMED Flmlalc CWLTII"I OiiFiS rNAN 5X001, SIDE YARD SETBACK: 10' 218'4 GROUP, E E FOR SE INS PRDECT.ALL SETBACKS 91EM1 M TIS 1. HAT PWI BASED ON TAX YAPS PROM TIE Ott"SMELL FNONfFA NUST BE sDORIIEO 0 ILTIIIL nLLn LOM00N — PWI ARE BASED a ABME REFBRI®ORAXDIGS REAR SET&CO 10' 170'1 2 ff10Aar ARE TAxET1 FROM TWE GASESi PoINT"EOXi"EM TO PROPEAtt!RES MAX. HEIGHT, 15' ABOVE 110'1 3 SITE 9AAEY NAS NOT PEAfCRMm BY HUDSON 0. ROMP DA S”RFFE ED MMM FOR SWXCE THE CONDUCT"!SMALL VEXfY All DIMEFl9WS AND ROOF EIEYATYMS LT[tl1 EFFECT THE CONIRCM"WORK (ALL L"'A9IEAENS ME N fFLT3 UNLFES OndMISE HOIED) metroPCS. ANTENNA ORIENTATION KEY UnlimitYounuelf. mR xoRm 30' 285 BILLERICA ROAD SECTOR 1 THIRD FLOOR 300• 30' CHELMSFORD, MA SECTOR 6 SECTOR 1 01e24 60' f� CT0 TEL (978) 244-7240 SECTOR 2 SECTOR 2 FAx (ala) 244-7240 0 P 0 PRpWbtD mu;(G4 AN11001A4 ONIMT 240'> 120 "AT""m�(PAM 1D O SECTOR 5 SECTOR 3 cm& )OFz Hudson b 180• rp. D"gn C p. O SECTOR 4 lmozoaoRR�r enmNcatwmLwnEx-,m re:Ma snsm NNOO'.HL 1M01&! FAl WlR 54896 OF tMSQ� _ ! ANIEL P. S MPI CIEXISTNV PANEL _ G TELCO PANEL o.4 7 U EXISTING PENTHOUSE EXISTING VERTICAL EXISTING VERIZON �O,c}.rFGIjTE�2`V qy�� CABLE TRAY CABLE TRAY ENGINEER/LAND SURVEYOR 0 6 A NM,IIN 6 TAW NR.PnEON. uram THEr ARE Acwc uxow,NE GRErnw ta A m 11ALBA P0.0iE44YJW1 QYJf�. To Aum Txe IpLTINEM. Q REVISIONS OEXISTING ANTENNAS El \, EXISTING VERIZON \ PENTHOUSE \ \ 1 08/20/ ZONING FINAL EXISTING EI.eiATOR \ 0 08/15/ ISSUED FOR REVIEW \ EXISTING VERIZON PENlH0U5E \\ REV. / DATE DESCRIPTION ANTENNAS (TrP.) \ \ I9116T in IRTD®w u sw[ PROPOSED POWDi/fDCO/ \ �® w9x gT: 4 As shwa aRamm m T>asTING SOURCES d BU4BpO PROPOSfm YETRW6 1tl-0'110-0' afro en. mx EOUR+YENT PIATFO WRmN SCIEFITWALL(PARR TO NATCII SITE NAME: PFTTIIIOIISE=aR Alm TDmam BOS0160B CABLEEXISMNO T-"GRIL£ GABLE LORING TOWERS TRAr EXISTING POLE MOUNLEO ANTENNAS (1rP.) PROWSEO 111EIMPC9 TO r IUlmmlm° SITE ADDRESS PRW l TRAY 1000LORNGAVENUE + S/LLBA,AAA0197D TMW X01X 300' Ad PRaPosEv NEMOPCS AxlETaus b• NOUNIm 067DE BRIM maU DRAWING TIRE: ROOF PLAN SECTOR 6 Fwo GwNm m NATCI) Z-1 Y , .i (TYP. Oi Z PFR iLUE) (TATA£OF 0 R' 16' 32' 64' ROOF PLAN 240' SECTOR 5 � 120' SECTOR 3 DRAWING NO' 180' SECTOR 4 Z— i metroPCS. Unlilnit Your"ll. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 FAX (978) 244-7240 EXISTING POLE MoUN 0 WENNAS OW) PROPOgD YEfROPLS EXISTING POLE MOUNTED ANTENNAS OPS Nat21xN YWNIED ) To CA1DP xMaclTT E%ISnNG VERIZON eamE SHELTER MOUNTIM I O BalA4f 11011111FD aLIFS Ia0P05ED ta,RDFcs Exlrnxc PErvTHOuSE Hudson of z Pm FLUE) ta4.le'-D'txluwlmrt Pur1�x PER � Dealyn Grouper: O PlAlaiN81 YTIIaY saam Au ((�TTV '� e) DWMr m MATCH PIENTHOM E%ISTING T-MOBILE "�Qi e) _YERtOP45 N/IErIN�4 COLOR AND TDCTURIO EQUIPMENT -� a uu»cawRntaulualol NFM mal.sysw e AHeOxRL INOteb FM:mal ala5♦81 _--- _--- TOP OF E%1511NG ROOF M�c / EIEv. 100'-GE' (AGLj N �FGROUND S POWBvre= ��P MaS gCti I per' AND si ml CIU'- o.4 70 EH /STEEZ� SS/ONAL I ENGINEER/LAND SURVEYOR EEI U"s A NOumx OF u.roR IXr PpmM uxus nRv aaE acme uxaER TIE duclDx aE A uaxam PaTETssIoxN.fNRram. To R uTVWCUYDfl. I I REVISIONS I FR I I IE I 1 08/20/01 ZONING FINAL I 0 08/15/ ISSUED FOR REVIEW I � H] REV. / DATE DESCRIPTION FE] I wmuT xa maR®ae a m1E FEI e(6an® max er o As Yaxx 'M omf0 a: mx SITE NAME- GROUND LEVEL EL". G`G'' `AGL) BOS0160B LORING TOWERS WEST ELEVATION SITE ADDRESS,10MLORINGIAVENUE z-z SLNE 3/3Y 1-e' MEM.MA019M 0 5'-4'17-8' 21'-4' 32'-0' DRAWING NU ELEVATION DRAWING NO: Z-2 y metroPCS. Unlimit Yourself. PROPOSED SCREEN RAU. 285 BILLERICA ROAD (PW TO MATCH) THIRD FLOOR CHELMSFORD. MA PROPOSED 01824 TEL (975) 244-7200 i;4? SED MB LT 12(OR APPWYED Envy � FAX (978) 244-7240 cwti D;R;.mmAw DIY cmax RKT�CABINEY RN 9'RUNG SPANDRIL IWUEN 10 RS OWN VOID DOW CLAMPS AND PROPOSED 1/2'OILv VD BORERS. ;. ( 9A1IDDCY CABINET PROPOSED TNwR Cw1X M rye c r� PROPOS.7e12TS' PROPOSED RHURE PMOL Alllt)RIM mR CIBIE nES, e•o.a) L O W/DowNrcr EWNIhT L „„• F�Er C�R Hudson . 1 R AND nPE e2uePs I . '�, Design Groupuc O E„p hN ivID rnN er 1o'-er. 4.4.4.OD. PNC SLEEPERS I'� `� MIDNG9IX)NRSUR:aIw Iti M0595t9 AND AT ILL CMM BRIDGE i Ij� \ �+{r'� F., '9 I RN0D9t MAGIMP iN1:MWSbSW6 OF CA e'Lamm(S NNW 9 1) OF N1BIE TRAr. (SEE NOW 17 A wREEx slRArmm coPPEn Wm `�'��IAp I �°-NaE uRa mRwNs SuuRR -y d \,t�'` CF MS'S SPLICE RATE •� `�P gnti RR f PAD mTal wBOyEEPDa9gy� A/N�IEL P. 11 wmm�mRs. SM -+ 6'H.3.2'0 4'LONG 3/4'I/CNIw1013 IDfi SI C7 aeMwc r/(s)c-smE cw PrstEwNsrCI V TO s D Tn -NomcoPP T1s i o.4 7/0 v.s FEL cRAnero � �'�ISTE�-0 GPS&ANTENNA MAIL CABLE TRAY DETAIL EQUIPMENT LAYOUT ENGINEER/LAND SURVEYOR Z_y Sru r.N.T.S Z-] SCALE N.TS Z-J SLNE N.i.i rr a A xmnlwrr DF uw COR.ve Rl60N Ut6fs TEY ARE/NIwG utSw INE n16LwIN OE A IX£ISED PINiE3LdYL FNLPEFA. REVISIONS 1 08/20/08 ZONING FINAL 2e 0 08/15/OE ISSUED FOR REVIEW REV. 1, DATE OESCRIPBON -r 'I- NmEI.Tw Dme®XN w 9:YD MR SUUMRSS IM /-3-\ �� amt en wx As s>,wN 30'Ow CNOeIIX �/ I I 1 POR SDC ISIS 263 SITE NAME: I II I II I PNREL AHIENN4 BOS0160B LLIJ {P OD. LORING TOWERS { 1/2'OA PIPE b ek�ROOF VAUpM 6V/9(tYPJ YCAtlilEl.'f PIM Oww1E NRwE \� S.X-SDROIIG RFII60RCEVIXf RUBBER NOMVt 54 I IXU DOLT ��: .SLE NQ SITE ADDRESS: SO OOBLOCRElM 410 ON 64CH OF ®aaca P� SNB MSA 01370 4 @ wse{RUED 1LH (DEE F9NL 61RUCIURAL NNLYSIS XR UNmw1 Tyro FOR RRII®i a 9ElDlRT a:6LDw6) FDL ROOF BMLAST mAn (SEE SIOET A-I FOR t1RENNl10N) DRAWMC TITLE OrP.) 1/8 DETAILS aHOOKAS 1FAvm I mur POINT SHAll BE FASTFIBERIMASS ENED BOX DRDDA DRAWING N0: TO TOP•BOTTOM OF /10 mv.svEws ANTENNA MOUNTING DETAIL(CANISTER) e BALLAST MOUNT PLAN s m 24wO CANISTER SECTION e{'o� � Z-3 2-] SGLLE N.YS 2_J SCALE RT.S 1 4'TMRwAKICK I X X{'MOE Z-3 SINE R.TS (SECTOR 1&6) APPLICATION •J 1 City of Salem Loring Avenue Area Water System Improvements Project October 2005 p S ectal Permit r i Application , CDM One Cambridge Place,50 Hampshire Street Cambridge,Massachusetts 02139 tel 617 452-6000 fax: 617 452-8000 October 28, 2005 Salem Planning Board 120 Washington Street Salem, Massachusetts 01970 Subject: Special Permit Application-Wetlands and Flood Hazard Districts Loring Avenue Area Water System Improvements Project City of Salem Department of Public Services-Applicant Dear Board Members: On behalf of our client,City of Salem Department of Public Services (DPS),Camp Dresser & McKee Inc. (CDM) is pleased to submit this Special Permit Application for the above referenced project. The DPS is proposing water system improvements in the Loring Avenue Area. The overall purpose of the project is to improve water quality,water system reliability, redundancy,and fire protection capabilities in five distinct areas of the city's water distribution system. A portion of the project work will take place within a City defined"Wetlands District." Work within the Wetlands District(Buffer Zone only according to the Salem Wetland Areas Plan prepared by Dr. Jerome Long of Terrain Investigation, Inc.) is limited to pipeline installation within existing paved roadways along Loring Avenue (Route 1A) and Pierce Road and activities associated with horizontal directional drilling,a trenchless construction method used to install pipelines. Two construction staging areas approximately 10' x 10' will be required for the horizontal directional drilling work to install the new 8-inch water main beneath the tidal creek(see attached Sheet No. 7). The staging areas will be located at the end ' of Pierce Road on a maintained lawn area and within the paved corner of Sunset Road. These staging areas will serve as access/egress points for the horizontal directional drilling equipment and the pipeline. The horizontal directional drilling construction method will ' avoid disturbances to the nearby salt marsh and tidal creek. No work is proposed within ecological wetlands;construction activities will generally be limited to work in uplands or within the 100-Buffer Zone to state jurisdictional wetland areas as defined in 310 CMR 10.00. Additional project information is provided in the attached Notice of Intent that was submitted to the Salem Conservation Commission on September 30, 2005 (refer to Appendix A) pursuant to the Massachusetts Wetlands Protection Regulations 310 CMR 10.00. The r consulting•engineering•construction•operations CDM Salem Planning Board October 28,2005 Page 2 Salem Conservation Commission closed the project hearing on October 27,2005 and issued an ' Order of Conditions (DEP 64-406) for the project(see Appendix B). The project plans submitted as part of the Notice of Intent application are also attached to this application (bound separately). The following provides responses to Section II,Parts A through E of the Special Permit Application for Wetlands and Flood Hazard Districts: Section II-A "A site plan at a scale of 1"equals 20'prepared by a registered land surveyor or registered professional engineer ...." IA site plan for the horizontal directional drilling work was prepared in accordance with the standards set forth in the Salem Zoning Ordinance and is included in the Special Permit Application, see attached Sheet No. 7 of the Notice of Intent plans. Section II-B "In the Wetlands District,a determination by a qualified engineer of the seasonal high:nater table, preformed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed." This section is not applicable because no new building structure is proposed as part of this project. Work is limited to pipeline installation within existing roadways and activities associated with horizontal directional drilling to install a new water main beneath a tidal creek. Horizontal directional drilling work seaward of the mean high tide line will occur beneath the tidal creek and the construction staging areas (access/egress points) will be located outside of wetland areas and landward of the mean high tide line. Section II- C "In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with application sections of the Massachusetts State Building Code....." This section is not applicable because the project only involves construction of underground water mains, see response above. CDM Salem Planning Board October 28, 2005 Page 3 Section II-D ' "A list of Federal, State, and other local permits required by the applicant." The following relevant environmental permits/approvals have been obtained or applied for this project: ■ An Order of Conditions (DEP File No. 64-406)was as issued on October 27,2005 by the Salem Conservation Commission(see Appendix B). ■ An application fora Programmatic General Permit Category II will be submitted to the Army Corps of Engineers, New England Division concurrent with this submittal. ' ■ A Chapter 91 Waterways Application (DEP Transmittal No. W069678) was submitted to the Department of Environmental Protection Agency- Northeast Regional Office on October 25,2005 and is currently under review. ■ The Massachusetts Historical Commission (MHC) determined that the project is unlikely to affect any significant historic or archaeological resources (see Appendix C). Section II-E "Descriptions relative to all conditions applicable in Section III below." Section III states: "In the Wetlands and Flood Hazard Districts no structures or building, including pipes and wells, shall be erected, constructed, substantially improved,enlarged, or otherwise created or moved,no area shall be paved, no earth or other material shall be stored, dumped, used as fill,excavated, or transferred,and no sediment shall be caused to be discharged from or onto a wetland, unless all the following conditions are found to exist as part of the granting of a Special Permit by the Planning Board." Work is limited to pipeline construction within existing paved roadways with the exception the horizontal directional drilling activities. As noted previously,no construction work or staging areas are proposed within wetland areas as shown on the Salem Wetlands Areas Plan. The City is proposing horizontal directional drilling to avoid any disturbances to the tidal creek and bordering fringe of salt marsh. Appropriate mitigation measures will be implemented to avoid wetland impacts during construction, please refer to Section 4.0 of the attached Notice of Intent for a summary of the mitigation measures. The attached Special Permit application includes the application form and Appendices A through C,which contain the following: i iCDM Salem Planning Board October 28, 2005 Page 4 i ■ Appendix A includes a copy of the Notice of Intent dated September 30,2005; i ■ Appendix B includes a copy of the Order of Conditions (DEP File No. 64-406); and ■ Appendix C includes correspondence from the Massachusetts Historical Commission. iThe plans submitted as part of the Notice of Intent filing are bound separately. Please advertise this project for your next scheduled meeting. We understand that the next public hearing is scheduled for November 17,2005. Please call me at (617) 452-6603 if you have any questions regarding this application. We look forward to working with you on this project. Very truly yours, S1111-- Isabel Simoes Environmental Scientist Camp Dresser& McKee Inc. Enclosures cc: Bruce Thibodeau,Salem Director of Public Services/City Engineer Lisa Gove,CDM Contents ^ V J 4—j W O . - V Addi Contents Special Permit Wetlands and Flood Hazard Districts Appendices Appendix A Notice of Intent& Attachments-September 2005 Appendix B Order of Conditions (DEP File No. 64406) -October 27, 2005 Appendix C MHC Correspondence-July 11,2005 r �r 1 1 C ; Appendix A Q � e �� « � lgR 8 - ,��ta�'a €;' „ � _ z � ` _ � ' . �. Appendix A Notice of Intent 1 1 Cm r city of Salem Loring Avenue Area Water System Improvements September 2005 Notice of Intent r CDM One Cambridge Place,50 Hampshire Street Cambridge,Massachusetts 02139 tel 617 452-6000 fax: 617 452-8000 September 30,2005 Salem Conservation Commission Department of Planning&Community Development 120 Washington Street Salem,Massachusetts 01970 Subject: NOI for the Loring Avenue Area Water System Improvements Project City of Salem Department of Public Services-Applicant WDear Commission Members: On behalf of our client,Salem Department of Public Services (DPS),Camp Dresser&McKee Inc. (CDM) is pleased to submit this Notice of Intent(NOD for the above referenced project. The DPS is proposing water system improvements in the Loring Avenue Area.The overall purpose of the project is to improve water quality,water system reliability,redundancy,and fire protection capabilities in five distinct areas of the city's water distribution system. A portion of the project work will occur within Coastal Bank,Land Subject to Coastal Storm Flowage(LSCSF),200-Foot Riverfront Area,the 100-foot Buffer Zone to Coastal Bank,Salt Marsh and Bordering Vegetated Wetland.The majority of the activity in coastal resource areas is associated with pipeline installation within existing paved roadways and for a 10' x 10' construction staging area in the upper limit of Coastal Bank (currently maintained lawn). The staging area will serve as an access/egress point for the horizontal directional drilling to install a water main under a tidal creek.The horizontal directional drilling work,a trenchless construction method used to install pipelines,will avoid disturbance to the nearby salt marsh and tidal creek. Construction activities will generally be limited to work in uplands or within the 100-Buffer Zone. Please advertise this project for your next scheduled meeting. We understand that the next public hearing is scheduled for October 13,2005. 1 ' consulting-engineering-construction-operations MJ1356.tloc ' 1 r r CDM Salem Conservation Commission September 30,2005 Page 2 Please call me at(617) 452=6603 if you want to schedule a site visit or if you have any questions regarding this Notice of Intent. We look forward to working with you on this project. Very truly yours, Isabel Simoes Environmental Scientist Camp Dresser&McKee Inc. ■ Enclosure cc:Bruce Thibodeau,Salem Director of Public Services/City Engineer Lisa Gove,CDM r 1 1 1 1 ' M11356.dx Contents Notice of Intent Form Figures Figure 1 Project Location Map Figure 2 Estimated Habitats Map Figure 3 Flood Insurance Rate Map Figure 4 Resource Areas Attachments Attachment A Project Narrative Attachment B Project Area Photographs Attachment C Abutter Information Attachment D Coastal Bank Delineation Project Plans (bound separately) Sheet Nos. 2-4 Loring Avenue Sheet No. 7 Pierce Road to Sunset Road Loop Sheet No. 8 Sunset Road,River Bank Road,Rosedale Avenue,and Lafayette Street Sheet No. 9 Miscellaneous Details I Sheet No. 10 Miscellaneous Details II 1 cm � Massachusetts Department of Environmental Protection gdBureau of Resource Protection -Wetlands WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 f„r jam: ` fonNu ` Salem � City/Town When filling out Important: A. General Information W forms on the computer,use 1. Project Location (Note: electronic filers will click on button for GIS locator): only the tab key to move your At the end of Pierce Road and various streets Salem 01970 cursor-do not a.Street Address b.Cit /Town c.Zi Code use the return Y P key. Latitude and Longitude: 042029'43.87"N 070053'35.07"W d.Latitude e.Longitude Map 31 m1 I Assessors Map/Plat Number g.Parcel/Lot Number 2. Applicant: Bruce Thibodeau City of Salem -Department of Public Services a.First Name - b.Last Name c.Company Note: City Hall Annex, 120 Washington Street 4th Floor Before d.Mailing Address completing this Salem MA 01970 form consuft your local e.City/Town f.State g.Zip Code Conservation 978.970.4248 978.549.3826 BruceThibodeau@Salem.com ,Commission h.Phone Number i.Fax Number j.Email address regarding any _ municipal bylaw 3. Property owner(if different from applicant): ❑ Check if more than one owner or ordinance. City of Salem a.First Name b.Last Name c.Company d.Mailing Address e.City/Town I.State g.Zip Code Ih.Phone Number i.Fax Number j.Email address 4. Representative(if any): 1 CDM a.Finn Isabel Simoes ' b.Contact Person First Name c.Contact Person Last Name 50 Hampshire Street d.Mailing Address Cambridge MA 02139 e.Cilyrrown f.State g.Zip Code 617.453.6603 617.452.8603 simoesim@cdm.com h.Phone Number i.Fax Number j.Email address 5. Total.WPA Fee Paid (from NOI Wetland Fee Transmittal Form): N/A(city is exempt) a.Total Fee Paid b.State Fee Paid c.City/rown Fee Paid 6. General Project Description: The project consists of new water mains and water main repairs that will improve water system ' reliability and water quality in five distinct areas of the City's water distribution system. See Attachment A for a detailed project description. 'wpaform3.doc•rev.3/29/05 Page 1 of 7 ' Massachusetts Department of Environmental Protectionrmeatyoee , J�' Bureau of Resource Protection -Wetlands DE1s��te 1 N�'mt�er WPA Form 3 - Notice of Intent � � R D"oeumen4`Transa ian'Numr ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/TownA. General Information( continued) ' 7. Project Type Checklist: 1 a. ❑ Single Family Home b. ❑ Residential Subdivision c. ❑ Limited Project Driveway Crossing d. ❑ Commercial/Industrial e. ❑ Dock/Pier f. ® Utilities g. ❑ Coastal Engineering Structure h. ❑ Agriculture—cranberries, forestry i. ❑ Transportation j. ❑ Other 8. Property recorded at the Registry of Deeds for: a.County b. Page Number c.Book d.Certificate#(if registered land) 9. Has work been performed on the property under an Order of Resource Area Delineation involving ' Simplified Review within 3 years of the date of this application? a. ❑Yes b. ® No ' 10. Buffer Zone Only-Is the project located only in the Buffer Zone of a bordering vegetated wetland, inland bank, or coastal resource area? a. ❑Yes-answer 11 below, then skip to Section C. b. ® No-skip to Section B. If yes, no Notice of Intent or Request for Determination of Applicability may be filed for work within the ' 50-foot-wide area in the Buffer Zone along the resource area during the three-year term of an Order of Resource Area Delineation, or any Extended Order, or until the applicant receives a Certificate of Compliance, whichever is later. 11. Buffer Zone Setback—For projects that involve work only in the buffer zone, select the applicable adjacent resource area (check one): a. ❑ BVW b. ❑ inland bank c. ❑coastal resource area The distance between the closest project disturbance and the associated resource area is: d.linear feet wpaform3.doc•rev.3/29/05 Page 2 of 7 Massachusetts Department of Environmental Protection � brpEP ROOM� a Bureau of Resource Protection -Wetlands Np Krl r1u � t' WPA Form 3 — Notice of IntentInV ta s� ocum��nE TI�"rua io"�T+lum 'r Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town B. Resource Area Effects 1. Inland Resource Areas Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Incline Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction a. ❑ Bank 1.linear feet 2.linear feet number b. ❑ Bordering Vegetated (provided on Wetland 1.square feet 2.square feet your receipt page)with all c. ❑ Land Under 1.square feet 2.square feet supplementary Waterbodies and Information you Waterways 3.cubic yards dredged submit to the d. ❑ Bordering Land 'Department. Subject to Flooding 1.square feet 2.square feet 3.cubic feet of flood storage lost 4.cubic feet of flood storage replaced e.❑ Isolated Land Subject to Flooding 1.square feet ' 2.cubic feet of flood storage lost 3.cubic feet of flood storage replaced f. ® Riverfront Forest River and a tidal creek(tributary to Forest River) 1.Name of Waterway(if available) 1.Width of Riverfront Area (check one): ❑ 25 ft. -Designated Densely Developed Areas only ' ❑ 100 ft. - New agricultural projects only ® 200 ft. -All other projects ' 2.Total area of Riverfront Area on the site of the proposed project: 40,500 Square Feet 3. Proposed alteration of the Riverfront Area: 6,700 4,700 2,000 a.Total Square Feet b.Square Feet within 100 ft. c.Square Feet between 100 ft.and 20011. 4. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes® No 5.Was the lot where the activity is proposed created prior to August 1, 1996? ® Yes❑ No wpafonn3.doc•rev.3/29/05 Page 3 of 7 ' Massachusetts Department of Environmental Protectione ecl:� P� q, " Bureau of Resource Protection -Wetlands Ko" QIP F i Iluml a 1 WPA Form 3 - Notice of Intentkp f ruactioni umber Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Aeam.1ORSalem City/rown B. Resource Area Effects ' 2. Coastal Resource Areas: Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below ,number (provided on b. ❑ Land Under the Ocean 1.Square feet your receipt page)with all 2.Cubic yards dredged supplementary Indicate size under Coastal Beaches and/or Coastal Dunes information you c. ❑ Barrier Beach below submit to the Department. d. ❑ Coastal Beaches 1.Square feet 2.Cubic yards beach nourishment e. ❑ Coastal Dunes 1.Square feet 2.Cubic yards dune nourishment f. ® Coastal Banks 10 1.Linear feet g. ❑ Rocky Intertidal Shores 1.square feet h.❑ Salt Marshes 1.Square feet 2.Sq ft restoration,rehab.,or creation ' i. ❑ Land Under Salt Ponds 1.Square feet 2.Cubic yards dredged ' j. ❑ Land Containing Shellfish 1.Square feet 2.Square feet restoration,rehab. k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the ' Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.Cubic yards dredged i. ® Land Subject to Coastal 100 , Storm Flowage 1.Square feet 3. Limited Project: ' Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 or 310 CMR 10.53? a. ® Yes ❑ No If yes, describe which limited project applies to this project: 10.24(7)(b)and 10.53(3)(d)-construction, reconstruction and maintenace of public underground utilities. ' wpaform3.doc•rev.3/29/05 Page 4 of 7 Massachusetts Department of Environmental Protection Proms�@Qby°Ee' Bureau of Resource Protection - Wetlands 1 WPA Form 3 - Notice of Intent 6L1,%6gocUme yEAr- bar" Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Citylrown C. Bordering Vegetated Wetland Delineation Methodology Check all methods used to delineate the Bordering Vegetated Wetland (BVW) boundary: Online Users: f. ❑ Final Order of Resource Area Delineation issued by Conservation Commission or DEP Include your (attached) document transaction 2. ❑ DEP BVW Field Data Form(attached) number (provided on 3. ❑ Final Determination of Applicability issued by Conservation Commission or DEP(attached) your receipt page)with all 4. 0 Other Methods for Determining the BVW Boundary (attach documentation): supplementary information you a. ® 50%or more wetland indicator plants submit to the Department. b. ❑ Saturated/inundated conditions exist c. ❑ Groundwater indicators 'For all projects d. ® Direct observation affecting other e. ❑ Hydric soil indicators Resource Areas, please f. ❑ Credible evidence of conditions prior to disturbance attach a Coastal Bank was delineated using DEP Definition and narrative 5. Other resource areas delineated: Delineation Criteria for Coastal Bank(DWW Policy 92-1)exlni . 'the resour eow D. Other Applicable Standards and Requirements area was delineated. 1. Is any portion of the proposed project located in estimated habitat as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program? a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife ' 11th Edition Atlas Route 135, North Drive b.Date of Map Westborough, MA 01581 2. For coastal projects only, is any portion of the proposed project located below the mean high water ' line or in a fish run? a.El Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Massachusetts Division of Marine Fisheries 251 Causeway Street, Suite 400 Boston, MA 02114 b. ❑ Not applicable—project is in inland resource area only 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? a. ❑ Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or DEP Website for ACEC locations). Note: electronic filers click on Website. b.ACEC wpaform3.doc•rev.3/29105 Page 5 of 7 Massachusetts Department of Environmental Protection ,U 6yoEa IN I A bel1 Bureau of Resource Protection -Wetlands � � E _file um % WPA Form 3 - Notice of Intent ' Salem it»�Transma c{Ifln u""m ett Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/town D. Other Applicable Standards and Requirements nline Users: 4. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands nclude your Restriction Act(M.G.L. c. 131, §40A)or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? document ransaction a. ❑ Yes ® No umber (provided on (our receipt 5. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the age)with all wetlands regulations, 310 CMR 10.00. upplementary information you a. ❑ Yes ® No If yes, describe which exemption applies to this project: 1ubmit to the apartment. b.Exemption 6. Is this project subject to the DEP Stormwater Policy? a. ❑ Yes ® No If yes, stormwater management measures are required. Applicants should complete the Stormwater Management Form and submit it with this form. ' b. If no, explain why the project is exempt: The project is limited to pipeline construction to improve water quailty, reliability, redundancy, and fire protection in the City's water distribution system. E. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users:Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. t. ® USGS or other map of the area (along with a narrative description, if necessary) containing ' sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. ® Plans identifying the location of proposed activities (including activities proposed to serve as ' a Bordering Vegetated Wetland [BVWj replication area or other mitigating measure) relative to the boundaries of each affected resource area. 3. ® Other material identifying and explaining the determination of resource area boundaries shown on plans (e.g., a DEP BVW Field Data Form). 4. ® List the titles and dates for all plans and other materials submitted with this NOI. ' 5. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ❑ Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. ' 6. ❑ Attach NOI Wetland Fee Transmittal Form 9. ❑ Attach Stormwater Management Form, if needed. ,wpaform3.doc•rev.3129105 Page 6 of 7 Massachusetts Department of Environmental Protection prowdea hy�eP � ' Bureau of Resource Protection -Wetlandsa r4 1 WPA Form 3 = Notice of Intent Dunent T dioNfrir Ger Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem ' - City?own F. Fees ' The fees for work proposed under each Notice of Intent must be calculated and submitted to the Conservation Commission and the Department(see Instructions and NOI Wetland Fee Transmittal Form). No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: ' N/A-Applicant is the City of Salem 1.Municipal Check Number 2.Check date 3.State Check Number 4.Check date 5.Payor name on check:First Name 6.Payor name on check:Last Name ' G. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will place notification of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the ' requirements of M.G.L. c. 131, §40. Notice must be made in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the project location. . Signature of Applicant Date Signatur Prope w ' differen Date 717 ' 9 o5r Signature of RepresenTative1 any) Date For Conservation Commission: Two copies of the completed Notice of Intent(Form 3), including supporting plans and documents; two copies of pages 1 and 2 of the NOI Wetland Fee Transmittal Form; and the city/town fee payment must be sent to the Conservation Commission by certified mail or hand delivery. For DEP: One copy of the completed Notice of Intent(Form 3), including supporting plans and documents;one copy of pages 1 and 2 of the NOI Wetland Fee Transmittal Form; and a copy of the state fee payment must be sent to the DEP Regional Office(see Instructions)by certified mail or hand delivery. (E-filers may submit these electronically.) Other: If the applicant has checked the"yes"box in any part of Section D, Item 3, above, refer to that section and the Instructions for additional submittal requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely ' manner may result in dismissal of the Notice of Intent. wpafonn3.doc•rev.3/29105 Page 7 of 7 " -0•�xl "cn '1 t� ; �\�\1 E\ --�Patk I .+1••\V Vis, L � ��rnt 1�J' , o• '�' a Av 1 did North ` J � �i. � I ti `��x• a° 9 �v CW��o�� 1 J /� `° - — 1 / .•6M1 I � a fVanO , sol r yf•Vor IR'T r e 1 ,�'�r l I�l>r / � � �� • �� '4 ��s M1 �iSubr.( G° 9/ C�, �l� r>� r �o\i '�•;� i i Ir; - 1 la ., c J .�/� o J qn Ppke�yp•� /Vtr rt' 6gai Pane r� Knapp � .-- \� -Y _� i• � f �' •Cois,n ® O �p1 salim tum' m �:' .Jw/rG - �' I\Wlio J r/j% /� SOUT/1 Glout S A�L V M / / r:'- ,J,`• l C Lon 'Point •�v t 1'� ' 'V I ``vI/d� F; � ii r 4 s / r 1 \�j I' � r V pq Lli. " 1'. h alnler i�/ "Al 1r ria q'" A�1 S� �N60 , �? �(`.\ e,1. Q ,A '.c 0 _ { Polmer / r tyl ,-_, �•• �. F\L. „i'S1+ sir .1�(1 nl r �� -a 1 -0Omt —'.f.- I r'�V Ik•'ra .PiCkeriog ' 1 J v \ 'v L• \ \ wt C Point ✓ o�v r ck-'/ ) S{� l.Cb°%eCJf S,✓'/� ' 0 1��'fi�\ �C SAI Line 4`✓/(( ar �HIG � 1 r r� ¢i (\' ,I' /) r' to n r r `j .4�R�1 ( � G1 115 r\ ��./ r } '� �1 •�L �//L_ � l"4 f\�. .� (,�e� t,�� r-; s New Water Main w�r �,i iym eamcua.��•. -J� nola.5e 'rn rxa— (J' n}pl l ,.�.� N � / �1..� adae�,�;/(j�C '"J:l��r.";3,d ,�9 �� `I , t ^'•\ l i ° ..� f n(r',.�r, �l r/f,-1 Z. ' � J �� o //��''''ttlt! ,+t' ..�J r 1(r/rr�. r r�!/4 p� t r tr o.I ;. �`�5'`g OI J!Ai1•�. Directional r..� ... ,�–�6��\, MP--'ROU `;r.4 i ' rll� ` Il e ._�e � .�I /. ^,� �`a I /6 i (y.� le �•"' a� ! � �^ IswP V tir� •\ a 1 C u�'des u a.J�'s /� � r ISL? f i ,,,�((Q`l) ' r �.'�` `�ri Jf,--1 0 > r 4 '�f` 1� ta.�} r •� rr ' 0 2000 4000 City of Salem, Massachusetts Scale in Feet Loring Avenue Area Water System Improvements Figure 1 ' Project Location Map 5 ^� �3 IN W E 4'x` , � a �d}•, 4 Y..'.t` � � S e � 4�7y "S PROJECT r LOCATION �k J Y � r i r,i �• � �Ji �� e; ,IR T py �l �� '`ss ea _, � + � ;•v� M�',�x tgpy. ° fir As ' Source: City of Salem, Massachusetts Massachusetts Natural Heritage Atlas Loring Avenue Area Water System Improvements 2003-2004 Edition:Salem and Lynn Quadrangles Figure 2 CDM Estimated Habitats Map . -ate•+ {��11 A a y. I 't�. 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J�o� l it R °•�,,�br 14" j 4 �^ i_ Approximate 200 foot COASTAL / Salem Figure I RverfrontAma EEM DEEP MARSH ulty Flood Zone N =A F=P SALT MARSH Massachusefts Resource rN79 AE =SHALLOW .! OR FEN Loring Avenue Area 4E EM VE tg�SHRUB SWAMP Water System Improvements =X500 WW-1 TIDAL FLAT Source: MassGIS Wetland Type 7.a2 UPLAND 0 250 500 1,000 I F-�COASTAL BANK BLUFF =WOODED P DECIDUOUS EV C ' y r pvtieu (EL 11) ZONE. C North - a ZONES " ZONE A4 f 14 74 t� n .3i1 f of ✓� ElAt 1 f 3 xi v✓ 1f 12 Yy ZONE C. Location g wy ZONECs 'NEB ZONE 13 �'� y r ZONE t hw. ZONE RM is II r I I I t, Project i r Location 13 Project F , Location ZONE C o-F Project Location � f t 1 Y a `1 f / l Project ZONE c Location 1/ 500 0 500 Approximate Scale Source: FEMA Flood Insurance Rate Map City of Salem, Massachusetts Community Panel 250087 0026 Loring Avenue Area Water System Improvements Figure 3 CDM Flood Insurance Rate Map ' Attachment A Project Narrative i i i i Attachment A Project Narrative 1.0 Project Description 1 The City of Salem Department of Public Services(DPS)proposes water system infrastructure improvements in the Loring Avenue area to improve water quality, water system reliability,redundancy,and fire protection capabilities(See Figure 1- Project Location Map).The project is comprised of five areas of the City's water distribution system and includes the following work: Loring Avenue 8-inch Water Main Work This component of the project involves the replacement of approximately 6,000 linear feet of existing unlined 6-inch cast iron(CI)water main with new cement lined 8-inch ductile iron(DI)water main in Loring Avenue from Jefferson Avenue to Cedar Avenue(See Sheets 1.through 6).All work is proposed within the limits of the existing roadway right-of way. Currently,the existing 6-inch and 16-inch water mains in Loring Avenue cross- connect many times.The 6-inch water main is deteriorated and often breaks, essentially shutting down both water mains due to the frequent cross connections. The new 8-inch water main will provide reliability and a redundant line for the Loring Avenue distribution area. Forest River Culvert Crossing Constriction This component of the water distribution improvements involves the replacement of approximately 215 linear feet of an existing 10-inch water main on Loring Avenue at the Forest River culvert crossing with a new 16-inch DI pipeline. This section of the ' existing 10-inch water main currently acts as a bottleneck in the 16-inch ductile iron water main running the length of Loring Avenue (See Sheet 3).The new 16-inch DI water main section will be installed within the roadway shoulder of Loring Avenue over the existing culvert and in a common trench with a new 8-inch DI water main. The new water mains will be installed between an existing sewer pipeline and gas pipeline.All work is proposed within the limits of the existing roadway right-of way. The new 16-inch water main will eliminate the constriction caused by the 10-inch diameter pipeline segment and will return the flow and fire protection capabilities in ' that line to values appropriate for a 16-inch transmission line. Looping the"Presidential"Area to Sunset Road Area ' This component of the project involves the installation of approximately 275 linear feet of an 8-inch high density polyethylene(HDPE) pipe from the end of the existing 8-inch water main in Pierce Road under a tidal creek tributary to the Forest River and connecting to the existing 6-inch water main on Sunset Road (See Sheet 7).The new 8- inch water main will be installed using horizontal directional drilling,a trenchless construction technique, to install the pipe beneath the tidal creek. CDM A-t MJ,356a Attachment A Project Narrative ' Pierce Road is supplied by the Loring Avenue water main,and the Sunset Road area is supplied by the Lafayette Street water main.This new 8-inch main will create a new loop in the distribution system for increased pressure and improved water circulation and fire protection flow in the Loring Avenue area known as"the Presidential" . neighborhood.This loop will also provide a redundant means for the City to supply water to all customers on Loring Avenue if there is a major water break on Loring Avenue anywhere between the intersection of Jefferson Avenue and Harrison Road. ' Cleaning and Lining of Sunset Road Neighborhood Water Main This portion of the project involves the cleaning and cement lining of approximately 2,000 linear feet of existing 6-to 8-inch water main on Sunset Road,Riverbank Road, and Rosedale Avenue (see Sheet 8).All work is proposed within the limits of the existing paved roadway and right-of-way.Work is limited to the 100-Foot Buffer Zone. The cleaning and lining in this neighborhood will remove tuberculation and debris from the pipes to provide increased flow and adequate fire protection. Cleaning and Lining of Lafayette Street Water Main ` This portion of the project is proposed as a"bid alternate" and involves cleaning and cement lining of approximately 3,100 linear feet of the existing 8-inch water main on Lafayette Street from Rosedale Avenue to Loring Avenue (see Sheet 8).A bid alternate means that this segment of the work will proceed if there are sufficient funds based on contractor bids. *� The cleaning and lining of this stretch of Lafayette Street will remove tuberculation and debris from the pipe,allow for the replacement of broken valves,and provide up to four new fire hydrants on Lafayette Street.All work is proposed within the limits of the existing paved roadway and right-of-way.Work is limited to the 100-Foot Buffer Zone. Summary Construction of the 8-inch water main along Loring Avenue (Route 1A),horizontal directional drilling under a tidal creek,and the water main cleaning and lining discussed above will require work within the resource areas regulated as Coastal Bank, Land Subject to Coastal Storm Flowage(100-year flood elevation based on Flood Profile No. 11 of the New England Coastline Tidal Flood Survey,September 1998),Riverfront Area and the 100-Foot Buffer Zone to Coastal Bank,Salt Marsh and Bordering Vegetated Wetland. The following sections address wetland resource areas,work proposed in and adjacent to resource areas,and proposed measures to mitigate wetland and water quality impacts. nm A-2 W1356a 1 AttachmentA Project Narrative 2.0 Existing Conditions On April 20,2005,a CDM(Camp Dresser&McKee,Inc.)wetland scientist inspected the proposed project area for the presence of wetlands in accordance with Section 404 of the Clean Water Act,the Massachusetts Wetlands Protection Act(M.G.L.Ch 131 Sec.40),the Massachusetts Wetlands Protection Act Regulations (310 CMR 10.00 et. seq.),and the U.S. Army Corps of Engineers 1987 Wetlands Delineation Manual.CDM and the Salem Conservation Commission Agent met on April 20,2005 to discuss the overall project and work proposed within and adjacent to resource areas. According to discussions with the agent,work proposed within existing roadways that fall within the 100-buffer zone and resource areas associated with the tidal creek do not ;i have to be flagged for this project,as long as wetland resource areas are identified on . the plans,and hay bales and/or silt fences are shown at the limit of the work areas. The approximate wetland boundaries were determined by the limit of wetland vegetation(limit of plant community dominated[50% or more cover] by species adapted to living in wetland conditions)by visual inspection,indicators of wetland hydrology,use of tidal charts and the MA DEP GLS Wetlands Database. Coastal boundaries were determined pursuant to the Wetland Protection Regulations and DEP Policies. Four wetland areas located within 100-feet of the proposed work areas were identified in the field and are labeled accordingly on the attached plans. Loring Avenue(Route 1A) The wetland located to the southeast of Loring Avenue,east of House No.455 and across from Oakview Road,is a wooded swamp and is regulated as Bordering Vegetated Wetland(BV W).This wetland is dominated by red maple (Acer rubrum), northern arrowwood (Viburnum recognitum) and highbush blueberry (Vaccinium corymbosum) (see Photo No.1). A dirt mound primarily vegetated with common greenbrier(Smilax rotundifolia) and Japenese knotweed(Polygonum cuspidatum)is located between the edge of the wetland and sidewalk. The wetland located to the southeast of the road,east of the wetland discussed above, and across from House No.450 is an emergent marsh regulated as BV W(see Photo No. 2).The emergent marsh is dominated by common reed (Phragmites australis), cattails(Typha latifolia), purple loosestrife (Lythrum salicaria),and sedges (Carex spp). ' There is also a large wetland system located along the southeast side of Loring Avenue for approximately 950 feet,which collects drainage from the emergent marsh mentioned above.This wetland is regulated as salt marsh and is associated with the Forest River which drains to Salem Harbor(see Photo Nos.3 through 5). The extensive salt marsh is composed of salt hay(Spartina patens)in the high marsh, smooth cordgrass (Spartiina alterniflora) in the low marsh,and unvegetated inter-tidal mudflats.The Forest River is a tidal river that flows in a southeasterly direction under Loring Avenue through a 10-foot wide box culvert.Salt marsh and mudflats border both sides of the Forest River and Loring Avenue. cm A-3 hU1356a Attachment A Project Narrative Pierce Road The wetland system located at the end of Pierce Road is associated with a tidal creek that is a tributary to the Forest River (see Photo Nos. 6 through 10).The tidal creek is located northeast of the Forest River and northwest of Salem Harbor.A fringe of salt marsh approximately 30 feet wide is located along the western bank and Salt Marsh approximately 15 feet wide is found along the eastern bank.The Salt Marsh is dominated by smooth cordgrass in the low marsh,salt hay grass in the high marsh, seaside golden rod(Solidago sempervirens) and marsh orach(Atriplex patula).The channel of the creek is a mudflat,regulated as Coastal Beach,and at low tide the channel bottom is exposed.The Coastal Bank extends landward of the Salt Marsh to approximately the edge of the paved road. The Massachusetts Natural Heritage(11th Edition,Salem and Lynn Quadrangles) indicates that the work proposed herein is not located within the vicinity of an estimated habitat of state listed rare wildlife or priority habitat of rare species (see Figure 2-Estimated Habitats Map). 3.0 Work Proposed within Resource Areas and the 100- Foot Buffer Zone ' 3.1 General Construction This project will involve work in Coastal Bank,Land Subject to Coastal Storm Flowage,the 200-foot Riverfront Area and the 100-Foot Buffer Zone to Coastal Bank, Salt Marsh and Bordering Vegetated Wetland.A description of construction activities in these resource areas is described below in Sections 3.2 and 3.3.All other construction is proposed outside of resource areas and their buffer zones. Loring Avenue- Water main Construction Water main construction along Loring Avenue (Route 1A)will include installing hay ' bales or silt fence at the limit of work before any excavation commences to prevent the transport of sediment to downgradient wetlands during construction.Construction of the water mains will require excavation of a 5-to 6-foot wide trench approximately 6 to 7 feet deep.Trenching work will require the use of heavy equipment for excavating the trench and moving materials.Soils will be stockpiled next to the trench after excavation.Once the water main is installed; the trench will be backfilled to match existing street grades.Temporary paving will be installed on roadways after required compaction and final paving after one winter cycle. The silt fence/hay bale barrier will be inspected weekly and after all storm events of 1/2 inch or greater and will be repaired as needed.The barrier will be left in place until the area is permanently stabilized.Hay bales will be replaced as necessary due to sediment build-up and degradation. Pierce Road-Horizontal Directional Drill Construction Approximately 200 linear feet of 8-inch high density polyethylene (HDPE) will be installed under the tidal creek located at the end of Pierce Road.The new water main CDM A-4 ' wi3s Attachment A Project Narrative will be open cut installed from the end of the existing 8-inch water main in Pierce Road,and then directional drilled from the end of Pierce Road under the tidal creek to connect to the existing 6-inch water main on Sunset Road.The new 8-inch water main will be installed using horizontal directional drilling,this method uses a remotely operated drilling head to"drill" underground and then pull solvent welded sections of HDPE pipe back through the drilled opening.No open-cut excavation will take place in the tidal creek(regulated as Coastal Beach) and bordering Salt Marsh for this work. Compared to open-cut trench methods,horizontal directional drilling CA decreases the effect on surface features because most of the operations are V underground,generally 10 feet below ground level. The horizontal directional drilling _ work will require a pilot hole to be drilled for the proposed pipe from the starting point at ground level(Pierce Road) and then gradually down to a depth of about 10 feet or more below ground level(under the tidal creek),and will exit at a predetermined location on the other side(Sunset Road).The head of the drill contains a transmitter which enables the crew to track its location and make adjustments in the direction as needed. A reamer will be attached to the pilot drill and the carrier pipe will be attached to the reamer on Sunset Road from where it will be pulled back to Pierce Road underground. The access and egress points (staging areas)needed to install the water main via horizontal directional drilling in this area will be located within previously disturbed areas.The access and egress points are generally 10' x 10'.The access point will be located on a maintained lawn area at end of Pierce Road,adjacent to the paved road and the egress point will be located on Sunset Road (see Photos 6 through 10).The access and egress points will be surrounded by a silt fence prior to the commencement of drilling operations. Upon completion of work,the excavated area within the maintained lawn will be backfilled with clean backfill material and covered with topsoils that were originally removed from the area. All vegetated areas disturbed during construction will be returned to pre-construction contours and seeded to prevent soil erosion.The disturbed area within Sunset Road will be backfilled,patched and repaired to match existing street grades. Water Main Cleaning and Lining Work Cleaning and lining is an operation that rehabilitates existing water mains in place with minimal surface disturbance.Work in the Lafayette Street and Sunset Road neighborhood areas will involve excavating several pits that will be excavated within the roadway to access the water main.The access pits will be approximately 10'x 10' x 6' deep and are usually excavated at an existing valve location,where the pipe is saw cut opened and valve removed.The water main will be thoroughly cleaned and flushed to remove all rust,tuberculation,deposits,and other foreign materials from the existing main using a dragline method that provides a satisfactory surface for proper application and bonding of the cement lining.The interior of the existing main will be coated with cement mortar approximately 3/16-inches thick creating a new smooth wall surface for water flow.The open pipe is then reassembled with either a new valve or coupling,chlorinated and tested,service lateral connections are cleared Cm A-5 '' ta.nasse Attachment A Project Narrative with compressed air,and then the pit locations are backfilled and returned to their original condition. 3.2 Work within Coastal Wetland Resource Areas 1 Coastal Bank Coastal Bank is defined as"the seaward face or side of any elevated landform,other than a coastal dune, which lies at the landward edge ofa coastal beach, land subject to tidal action,or other wetland." [310 CMR 10.30] In the project area Coastal Bank is associated with the Forest River and the tidal creek tributary to the Forest River and Salem Harbor.The top of Coastal Bank was delineated based on slope characteristics pursuant to the DEP Definition and Delineation Criteria for Coastal Bank(DW W Policy 92-1).There are two top of Coastal Banks along the western side of the tidal creek located at the end of Pierce Road where horizontal directional drilling will take place.Standard E of the Policy indicates there can be multiple coastal banks within the same site and generally occurs where coastal banks are separated by land subject to coastal storm flowage (with a slope less than 10:1)(refer to Attachment D). According to the FEMA Flood Insurance Rate Map (FIRM) Community Panel No.250087 002B,this portion of the project area is located within the Zone B (areas between limits of the 100-year flood and 500-year flood). However,review of the New England Coastline Tidal Flood Survey indicates the 100- year tidal flood at this location extends to approximately elevation 14.36 feet-City of Salem Datum(elevation 10 feet NGVD).The top of the upper Coastal Bank is approximately at elevation 14 feet,along the edge of the maintained lawn area and roadway and has a slope steeper than 10:1 but shallower than 4:1.The top of the lower Coastal Bank is approximately at elevation 11 feet and has a slope steeper than 10:1.Both banks are separated by Land Subject to Coastal Storm Flowage (LSCSF) as also shown on Figure 5 of the DEP Coastal Bank Policy.The upper limit of LSCF within this area of the project is elevation 14.36 feet City of Salem Datum. Work within the Coastal Bank at the end of Pierce Road will consist of using the maintained lawn area as a staging area(access/egress point) for the horizontal directional drill work.The access or egress point(approximately 10' x 10')will be excavated within the limits of the maintained lawn area and will not require any disturbance to the fringing Salt Marsh bordering the tidal creek. Approximately 10 linear feet of Coastal Bank will be temporarily altered. Upon completion of construction the disturbed area will be regraded to match pre-existing contours and will be restored with loam and seeded.Staked silt fence or hay bales will be installed at the Limits of work to prevent the transport of sediment.Sedimentation and erosion controls will not be placed in the salt marsh downgradient of the work area. Standard B was used to delineate the top of Coastal Bank on the easterly side of the tidal creek along Sunset Road.This Standard indicates that for a Coastal Bank with a slope steeper or equal to 4:1;the top of Coastal Bank is that point above the 100-year flood elevation where the slope becomes shallower than 4:1 (see Figure 2 of the DEP Coastal Bank Policy).The top of Coastal Bank near the proposed work area is at cmCoastal nu1assa Attachment A Project Narrative approximately elevation 18 feet. No work is proposed within the Coastal Bank adjacent to Sunset Road.The access or egress pit for the horizontal directional drill work will be located within the paved road. The top of Coastal Bank was not delineated in areas where construction work will occur within the limits of pavement and within the 100-foot Buffer Zone,specifically Coastal Bank associated with the Forest River and Salem Harbor for water main construction and water main cleaning and lining work. Land Subject to Coastal Storm Flowage(LSCSF) Land Subject to Coastal Storm Flowage(LSCSF) is defined as"...land subject to inundation caused by coastal storms up to and including that caused by the 100-year storm, surge of record or storm of record, whichever is greater." [310 CMR 10.571 As indicated above,the FIRM shows the entire project area within the Zone B. Based on review of tidal flood charts, the upper,limit of the 100-year tidal flood elevation at the end of Pierce Road is approximately at elevation 14.36 feet City of Salem Datum Work within LSCSF will be associated with setting the staging areas (access/egress !} points)for the horizontal directional drill work and will proceed as described in Section 3.1. Approximately 100 square feet of LSCSF will be temporarily disturbed for the construction staging area at the end of Pierce Road. Review of the FIRM Community Panel No.250087 002B shows work associated with cleaning and lining the water main along Lafyette Street and the Sunset Road neighborhood will take place within the V-Zone (areas of 100-year coastal flood with velocity).The cleaning and lining activities will take place within existing paved roadways and will proceed as described in Section 3.1. Riverfront Area The Riverfront Area along tidal rivers extends 200 feet horizontally from the mean high water line of the Forest River and the tidal creek,both tidal waterways. [310 CMR 10.58]. Proposed construction within the project area will generally take place in disturbed areas including Loring Avenue where water main construction will take place within the existing roadway.Work within the 200-foot Riverfront Area will also include construction of the access/egress points on the maintained lawn area at the end of Pierce Road and Sunset Road for the horizontal directional drill work. Additionally,a portion of the water main cleaning and lining,which is limited to roadway work will also take place within the Riverfront Area.Construction work within the 200-Foot Riverfront Area and overlapping resource area of LSCSF and the 100-Foot Buffer Zone to Coastal Bank and Salt Marsh will proceed as described in Section 3.1. Structures and activities subject to a M.G.L.c.91 waterways license or permit,are exempt from Riverfront Area regulations per 310 CMR 10.58(6)(i).The horizontal directional drilling work will require a Chapter 91 Waterways License for the Cr A-7 nuiasw Attachment A Project Narrative underground pipeline,and therefore no further discussion of Riverfront Area is provided for this portion of the project. As noted previously,the remaining work,which includes water main installation within Loring Avenue,and water main cleaning and lining in the Lafayette Street and Sunset Road areas will take place within existing roadways;therefore the short-term construction activities associated with these water system improvements are not anticipated to have any adverse effects within the 200-Foot Riverfront Area and adjacent wetland resource areas. 3.3 Work Within the 100-foot Buffer Zone �r The majority of work will take place in existing roadways within or outside of the 100-Foot Buffer Zone to Coastal Bank,Salt Marsh and BV W.Construction within the 100-foot Buffer Zone will proceed as described in Section 3.1.Disturbed areas will be restored to pre-construction conditions.The disturbed off-road areas (staging area) will be seeded with a perennial grass,maintained and re-seeded as necessary until 80 percent ground coverage is achieved,and in roadways the pavement will be repaired. After exposed soils are stabilized,the hay bales or silt fence will be removed. Water main construction is not anticipated to have any adverse effects on adjacent wetlands and waterways. 4.0 Mitigation Measures The following summary presents the mitigation measures that will be implemented to avoid and minimize wetland impacts during construction.Please refer to the project plans for typical details of measures to protect wetlands and waterways during and after construction. Construction Period ■ Staked silt fence or hay bales will be installed at the limit of work prior to commencement of construction to prevent the transport of sediment and debris to downgradient wetlands and to demarcate the limit of work. The silt fence or hay bale barrier will be inspected weekly and after all storm events of 1/2 inch or greater and will be repaired as needed.The barrier will be left in place until the area is permanently stabilized.Hay bales will be replaced as necessary due to sediment build-up and degradation.See Miscellaneous Detail Sheet No. 9 for details of these barriers. ■ Stockpiled soils will be enclosed within a line of staked silt fence or hay bales to prevent erosion or siltation into resource areas.The silt fence or hay bale barrier will be inspected weekly and after all storm events 1/2 inch or greater and repaired as needed.The barrier will be left in place until the area is permanently stabilized. Hay bales will he replaced as necessary due to sediment build-up and degradation. Cm A-S nuiaeca r Attachment A Project Narrative ■ Work in and adjacent to wetland resource areas will proceed as rapidly as possible. Limiting the exposure time of disturbed soils to wind and precipitation will minimize the soil erosion and subsequent sedimentation. ■ Storm drain inlet protection will be provided for all storm drains which will collect runoff from the work area.This protection will prevent sediment from entering the storm drain system and being conveyed to wetlands or waterways. 1 Typical inlet protection includes a filter box,constructed by enclosing the catch basin grate with a 2"X 4" wood frame covered with!V4"woven wire mesh,and filling the wood frame with crushed stone,or other approved inlet protection. ■ Periodic inspections will be made by the Resident Engineer and applicant to ensure compliance with the permit conditions. ■ Spill containment equipment(e.g.,oil absorbent pads,oil absorbent materials, containment booms,shovels,etc.)will be stored in the equipment and refueling areas in an easily accessible manner for use in the cleanup of accidental releases of fuel or other hazardous substances. ■ The contractor will be required to maintain water quality in all waterbodies during construction or discharging from dewatering activities,if necessary. Increases in turbidity will be limited to using construction BMPs. The contractor will obtain a NPDES permit if dewatering is necessary. Post Construction Measures The following summary of mitigation measures will be implemented to restore any short term impacts that occur in or adjacent to wetlands. ■ If seeding occurs outside of the growing season,temporary stabilization measures (i.e., mulching or erosion control blankets)will be used to prevent erosion until the area can be seeded during the following growing season. ■ All disturbed soils will be permanently stabilized with grass to match preconstruction conditions.The area will be maintained and re-seeded to ensure that grass cover is adequate to stabilize the exposed soil. ■ The silt fence or hay bale barrier will not be removed until a vegetative cover dense enough to prevent erosion is established in the work area. 5.0 Review of Performance Standards Work proposed herein and shown on the attached project plans (bound separately) was designed to comply with the Wetlands Protection Act and Wetland Protection Regulations (Regulations) [310 CMR 10.00 et sell.Work is proposed within the resource areas of Coastal Bank,LSCSF,and RFA.Work is also proposed in the 100- foot Buffer Zone to Coastal Bank,Salt Marsh,and BVW. This project qualifies as a Limited Project in accordance with Sections CMR 10.24(7)(b) and 310 CMR 10.53 (3)(d) Cm A-9 M11356a AttachmentA Project Narrative of the Wetlands Protection Regulations,which includes"The construction, reconstruction,operation and maintenance of underground and overhead public utilities, such as electrical distribution or transmission lines,or communication, sewer, water and natural gas lines." The following presents how this project complies with these resource area performance standards. Coastal Bank Work along Coastal Bank is limited to setting up an access/egress point for the horizontal directional drill work at the end of Pierce Road.The portion of Coastal Bank to be temporarily disturbed is currently a maintained lawn. This resource area is considered to be significant to the storm damage prevention and flood control interests of the Act because it supplies sediment to coastal beaches, coastal dunes or barrier beaches,and therefore the provisions pursuant to 310 CMR 10.30(3) through(5) apply: (3) No new bulkhead, revetment, seawall,groin or other coastal engineering structure shall be permitted on such a coastal bank except that such a coastal engineering structure shall be permitted when required to prevent storm damage to buildings constructed prior to the effective date of 310 CMR 10.21 through 10.37 or constructed pursuant to a Notice of Intent filed prior to of such buildings subsequent to the effective date of !� 310 CMR 10.21 through 10.37,provided that the following requirements are met: (a) a coastal engineering structure ora modification thereto shall be designed and constructed so as to minimize,using best available measures,adverse effects on adjacent or nearby coastal beaches due to changes in wave actions,and (b) the applicant demonstrates that no method of protecting the building other than the proposed coastal engineering structure is feasible. (c) protective planting designed to reduce erosion may be permitted. Not applicable,no new coastal engineering structure is proposed as part of this project. (4) Any project on a coastal bank or within 100 feet landward of the top of coastal bank, ' other than a structure permitted by 310 CMR 10.30(3), shall not have an adverse effect due to wave action on the movement of sediment from the coastal bank to coastal beaches or land subject to tidal action. The proposed temporary staging area (access/egress point) will not have an adverse effect on the stability of the coastal bank or its ability to supply sediment to coastal beaches,coastal dunes or barrier beaches.Approximately 10 linear feet of Coastal Bank will be temporarily altered for the access/egress point. COM A-10 W13%a Attachment A Project Narrative The Coastal Bank along the project site;comprised of maintained lawn,is significant to storm damage prevention or flood control.Upon completion of work,the disturbed area will be regraded to match pre-existing contours and will be restored with loam and seeded to stabilize the disturbed work area.The silt fence/hay bale barrier will J not be removed until a vegetative cover dense enough to prevent erosion is established in the work area. The proposed temporary staging area will not adversely affect the stability and integrity of the Bank at this site. (5) The Order of Conditions and the Certificate of Compliance for any new building within 100 feet landward of the top of a coastal bank permitted by the issuing authority under M.G.L.c.131,§40 shall contain the specific condition:310 CMR 10.30(3),promulgated under the M.G.L.c.131,§40, requires that no coastal engineering structure, such as a bulkhead, revetment, or seawall shall be permitted on an eroding bank at any time in the future to protect the project allowed by this Order of Conditions. Not applicable,no new coastal engineering structure is proposed as part of this project. As noted previously,it is our opinion that the proposed temporary staging area will not adversely affect the Coastal Bank's stability or ability to supply sediment 1 to coastal beaches,coastal dunes or barrier beaches. Land Subject to Coastal Storm Flowage(LSCSF) The FIRM shows the entire project area within the Zone B.Based on review of tidal flood charts,the 100-year tidal flood elevation at the end of Pierce Road is approximately at elevation 14.36 feet City of Salem Datum. Work within LSCSF will be associated with setting the staging areas(access/egress points)for the horizontal directional drill work and will proceed as described in Section 3.1. There are no performance standards for working in LSCSF.This resource area is considered to be significant to the storm damage prevention and flood control interests of the Act. Whereas there will be no permanent placement of fill or new structures within LSCSF,the proposed project is not anticipated to result in an increase in the horizontal or vertical extent of coastal storm flooding.However, projects should still be designed to minimize impacts to coastal flooding and avoid placing structures or fill that could be susceptible to storm damage, to the maximum extent possible. Riverfront Area (RFA) Temporary work in RFA is described in Section 3.1 and includes pipeline installation and a temporary staging area (access/egress point)for the horizontal directional drill li work at the end of Pierce Road. Additional work in the 200-Foot Riverfront area includes water main construction within Loring Avenue and water main cleaning and lining in the Lafayette Street and Sunset Road areas. Structures and activities subject to a M.G.L.c.91 waterways license or permit,are exempt from Riverfront Area regulations per 310 CMR 10.58(6)(i),and no further CM A-11 MN356a Attachment A Project Narrative discussion of Riverfront Area is required for horizontal directional drill work.Note, temporary work within the Riverfront Area for this portion of the project will take place within previously disturbed areas (i.e.,roadway and maintained lawn).Upon construction completion,all disturbed areas will be stabilized and restored to match preconstruction conditions. Work associated with water main installation within Loring Avenue and water main cleaning and lining will take place within the 200-Riverfront Area,and therefore the general performance standard 310 CMR 10.58(4)applies to the project. (a) Protection of Other Resource Areas-When work is proposed within RFA and the presumption of significance is not overcome,the applicant must demonstrate that the project meets the performance standards of the resource areas,including 310 CMR 10.30 (Coastal Bank),10.32(Salt Marsh),10.55 (Bordering Vegetated Wetland),and 10.57(Land Subject to Flooding),located within the RFA. This project will require work within other wetland resource areas including Coastal Bank and LSCSF.The performance standards for Coastal Bank are addressed above and there are no performance standards for work in LSCSF. 1 A portion of the proposed work will occur within the 100-foot Buffer Zone to Coastal Bank,Salt Marsh and BV W.There are no performance standards for work in the buffer zone in the Regulations,however,the guiding principle for work in buffer zone is that work shall not adversely affect adjacent wetland resource areas ability to protect the Interests of Wetlands Protection Act.The proposed work within the buffer zone is designed to avoid the alteration of adjacent wetland resources,and with implementation of erosion and sedimentation control measures is anticipated to avoid impacts to wetland resources. (b) Protection of Rare Species -When work is proposed within RFA,no project may be permitted which will have any adverse effect on specified habitat sites or rare wetland or upland,vertebrate or invertebrate species or which will have any adverse effect on certified vernal pool habitat. The Massachusetts Natural Heritage (11th Edition,Salem and Lynn Quadrangles) indicates that the work proposed herein is not located within the vicinity of an estimated habitat of state listed raze wildlife or priority habitat of rare species (see Figure 2-Estimated Habitats Map). (c) Practicable and Substantially Equivalent Economic Alternative-The applicant must also prove by a preponderance of evidence that there are no practicable and substantially equivalent economic alternatives to the proposed project with less adverse effects. There are no other alternatives to the proposed project that would result in less adverse effects. All work is already proposed within existing roadways with the CDM A-12 W1356a Attachment A Project Narrative exception of the horizontal directional drill(trenchless method) work at the end of 1 Pierce Road.The purpose of the proposed water system improvements is to improve water quality,water system reliability,redundancy,and fire protection capabilities in five areas of the City's water distribution system.Therefore the public need for the project is extremely important and the"no build" alternative was rejected from consideration. (d) No Significant Adverse Impacts-This project will have no adverse impacts on the ability of the RFA to protect the interest of the Wetlands Protection Act.This project does meet all of the standards set forth in 310 CMR 10.58 (4)(d)1 (a-d). Within the 200 Riverfront Area,the Conservation Commission may allow the alteration of up to 5,000 square feet or 10% of the RFA within the lot,whichever is greater,on a lot recorded on or before October 6,1997. Alteration of the RFA is limited to approximately 6,700 square feet within existing paved roadways that will be temporarily altered for pipeline construction. No permanent alteration is proposed as part of this project. (a) At a minimum,a 100 foot wide area of undisturbed vegetation must be provided from the MAHW. Structural stormwater management measures may be allowed when there is no practicable alternative. Work will occur within the first 100 feet of the lower limit of RFA. However, this work is limited to pipeline construction within existing paved roadways.Where utility pipes are located within paved areas,the trench will be backfilled and repaved, thus this alteration is only a temporary alteration of RFA. (b) Stormwater must be managed according to standards established by the DEP. Stormwater will be managed in accordance with the DEP Stormwater Management Policy. (c) Proposed work shall not impair the capacity of the RFA to provide important wildlife habitat functions. The majority of RFA alteration is limited to pipeline installation within existing paved roadways and the use of existing lawn area for a temporary construction staging area. These areas will be restored to match existing conditions.Therefore,no long-term impact to wildlife habitat is anticipated. (d) Proposed work shall not impair groundwater or surface water quality by incorporating erosion and sedimentation controls and other measures to attenuate nonpoint source pollution. Lastly,the project as designed will protect groundwater and surface water quality during construction and for the long-term.The project design includes all necessary CM A-13 ruiassa Attachment A Project Narrative controls to prevent and contain accidental releases of materials used during 1 construction. 100-Foot Buffer Zone to Coastal Bank,Salt Marsh and BVW Work within the 100-foot Buffer Zone to these resource areas is described above. There are no performance standards for working in Buffer Zone,however the guiding principle is to prevent adverse impacts to the downgradient resource areas.As designed,work in the 100-foot Buffer Zone will not adversely affect the downgradient resource areas.Construction phase erosion and sedimentation control measures will protect these areas from erosion or deposition of sediment.The short-term and long- term mitigation measures will protect the interests of Coastal Bank,Salt Marsh,and BVW within the project area. 6.0 Summary The proposed infrastructure improvements will improve water system reliability and provide a redundant water line for the Loring Avenue distribution area. Additionally, this project will create a new loop in the distribution system for increased pressure, and improved water circulation and fire protection in the Loring Avenue area between Pierce Road area and Sunset Road area. ' Construction work within resource areas is limited to pipeline construction along Loring Avenue(Route 1A) and a temporary staging area for the horizontal directional drilling work at the end of Pierce Road.Approximately 10 linear feet of Coastal Bank will be temporarily disturbed for the construction staging area.Work within Riverfront Area and LSCSF will be temporary and will occur within existing roadways and a maintained lawn area. Work in resource areas and 100-Foot Buffer Zone are not anticipated to have any long term adverse impacts to wetlands and waterways. conn A-,4 Attachment B Project Area Photographs 1 '�9 4� ao }�� (a9 hold �� 4A I ��1��I �rY'�9�� t✓ . �Y p' p'I �z ' p � j- I + ( +t211 iii ^,J v i H t \ IFd p V11�L A• ♦ y��!>��It)N `�A ip' ftm^ j ^I� le �'L9 tZ - IX" Virg . 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M -. a . �. 04/20/ Attachment C Abutter Information i 1 i 1 1 1 1 t 1 r Wr r- rim r- ■ , a- fMr os M NM- NM- wl�ruw not�ierf� Salem 09/12/2005 Abutters List 12:30:14PM Filter Used: DataProperty.ParcellD='21-0142-0'OR DataProperty.ParcellD='21-0143-0'OR DataProperty.ParcellD='21-0144-0'OR DataProperty.ParceIID '21-0158-0'OR DataProperty.ParceIID='21-0159.0.. Parcell!) Location Owner Co-Owner Mailing Address City State Zip 21-0142-0 486 LORING AVENUE HIBBS CHRISTINA 486 LORING AVENUE SALEM MA 01970 21-0143-0 484 . LORING AVENUE CRAWFORD CHARLES M CRAWFORD PATRICIA 484 LORING AVE SALEM MA 01970 21-0144-0 466 LORING AVENUE MIESZCZANSKI STANLEY MIESZCZANSKI F 466 LORING AVE SALEM MA 01970 21-0158-0 464 LORING AVENUE CONSOLI KARLA LUISE 464 LORING AVE SALEM MA 01970 21-0159-0 462 LORING AVENUE VENETOS KONSTANTINOS VENETOS PANAGIOTA 462 LORING AVE SALEM MA 01970 21-0161-0 3 REAR OAKVIEW AVENUE ROUGIER THOMAS R ROUGIER BARBARA E 3 OAKVIEW AVE REAR SALEM MA 01970 30-0037-0 3 LINDEN AVENUE CONTE RALPH L CONTE CONSTANCE R 3 LINDEN AVE SALEM MA 01970 30-0038-0 5 LINDEN AVENUE WILSON KENNETH ALMON WILSON EVELYN DAMATO 5 LINDEN AVE SALEM - MA 01970 30-0039-0 7 LINDEN AVENUE PASTERNAK EDWIN W PASTERNAK CATHERINE A 7 LINDEN AVE SALEM MA 01970 30-0050-0 445 LORING AVENUE MARBLEHEAD TOWN OF WATER&SEWER COMMIS: P 0 BOX 1108 MARBLEHEAD MA 01945 30.0051-0 456 LORING AVENUE DEJESUS CARLOS A DEJESUS TERI A 456 LORING AVE - SALEM. MA -- 01970 30.0052-0 452 LORING AVENUE BRENNAN LESLEY P 452 LORING AVE SALEM MA 01970 30-0053.0 450 LORING AVENUE JEFFERY MARIE ANNE 450 LORING AVE SALEM MA 01970 30-0054-0 446 LORING AVENUE JEFFERY CHARLES 446 LORING AVE SALEM MA 01970 30.0055-0 440 LORING AVENUE MALLETT JERRY W 440 LORING AVE SALEM MA .01970 30-0056.0 430 LORING AVENUE THEBERGE HENRI 0 430 LORING AVE SALEM MA -01970 30-0057-0 426 - LORING AVENUE ZABLOCKI CHRISTINE ZABLOCKI STEVE 426 LORING AVENUE SALEM MA 01970 30-0058-0 414 LORING AVENUE SHIELDS MARYANNE 414 LORING AVENUE SALEM MA 01970 30.0059.0 412 LORING AVENUE BENNETT STANFORD H BENNETT MARILYN P 412 LORING AVENUE SALEM MA 01970 30-0060-0 410 LORING AVENUE YAKUBIAN DIKRAN 410 LORING AVENUE SALEM MA 01970 30-0076-0 4 RIVERVIEW STREET SALEM CONSERVATION COMM MA 30-0082.0 402 LORING AVENUE SALEM CONSERVATION COMM MA 31-0001-0 262 LORING AVENUE MASS COMMONWEALTH OF SALEM STATE COLLEGE 354 LAFAYETTE ST SALEM MA 01970 31-0190-0 21 LINCOLN ROAD GANSENBERG ALAN GANSENBERG ROBERTA 21 LINCOLN ROAD SALEM MA 01970 31.0191.0 30 MONROE ROAD COMEAU L LUCILLE 30 MONROE RD SALEM MA 01970 31.0207.0 2 FAIRVIEW AVENUE NOONAN TIMOTHY J NOONAN HELEN R 4 FAIRVIEW AVE SALEM MA 01970 31-0212-0 1 FAIRVIEW AVENUE GAUTHIER THERESE 1 FAIRVIEW AVE SALEM MA 01970 31-0213-0 448 LAFAYETTE STREET READ DAVID C 51 AVERILL STREET TOPSFIELD MA 01983 31-0215-0 452 LAFAYETTE STREET FRASER ROBERT G JR FRASER ANNE M 452 LAFAYETTE ST SALEM MA 01970 31-0231-0 462 LAFAYETTE STREET SULLIVAN NANCY ELIZABETH 462 LAFAYETTE ST SALEM MA 01970 .- 31-0233-0 463 LAFAYETTE STREET MARBLEHEAD TOWN OF WATER&SEWER COMMIS: P 0 BOX 1108 MARBLEHEAD MA .01945 31-0235.0 465 LAFAYETTE STREET SALEM CONSERVATION COMM MA 31.0236.0 467 LAFAYETTE STREET SALEM CONSERVATION COMM MA - 31.0240-0 474 LAFAYETTE STREET HARNEY FREDERICK J JR PAULINE R 474 LAFAYETTE ST SALEM MA 01970 31.0241-0 1 ROSEDALE AVENUE JOHNSON ALICE L 1 ROSEDALE AVE SALEM MA 01970 31.0244.0 7 RIVERWAY ROAD PHOC NOMINEE TRUST - OCONNER PETER TR7 RIVERWAY ROAD SALEM MA 01970 31.0245.0 1 RIVERBANK ROAD BOLDEN BRYAN C BOLDEN KAREN E 1 RIVERBANK ROAD :SALEM MA 01970 31.0246-0 3 RIVERBANK ROAD CORONA JOSEPH P JACQUELINE B 3 RIVERBANK RD SALEM MA 01970 - 31.0247.0 5 RIVERBANK ROAD GAUTHIER INVESTMENT TRUST GAUTHIER MARIE ATR 5 RIVERBANK ROAD SALEM MA 01970 . 31.0248.0 7 RIVERBANK ROAD BROWN ALEXANDER R 7 RIVERBANK ROAD SALEM MA 01970 31.0249-0 9. RIVERBANK ROAD KEANE PAMELA B. _ 9 RIVERBANK ROAD SALEM MA 01970 31.0250-0 24 SUNSET ROAD OHARE THOMAS P SR OHARE JOAN M 24 SUNSET RD SALEM MA 01970 31.0251-0 22 SUNSET ROAD POREMBA BARBARA A 22 SUNSET RD SALEM MA 01970 31-0252-0 20 SUNSET ROAD HAYES MARJORIE L 20 SUNSET ROAD SALEM MA 01970 31-0253-0 18 SUNSET ROAD 18 SUNSET ROAD SALEM REALTY STEWART JAMES 18 SUNSET RD SALEM MA 01970 t t 1 . ParcellD Location Owner Co-Owner Mailinn Address City State Zip 31-0255-0 14 SUNSET ROAD OTOOLE PAUL F OTOOLE MARGARET C 14 SUNSET ROAD SALEM - MA `01970 31-0256-0 12 SUNSET ROAD OCONNELL LEO G .JEAN M 12 SUNSET RD SALEM MA 01970 31-0264-0 2 ROSEDALE AVENUE BENCAL EVELYN H 2 ROSEDALE AVE SALEM MA 01970 31-0273-0 17 SUNSET ROAD POWERS KATHLEEN M 17 SUNSET RD SALEM MA 01970 31-0286-0 20 LINCOLN ROAD SALEM CITY OF PICKMAN PARK PLAYGROU MA 31-0287-0 18 LINCOLN ROAD GAUTHIER ROLAND F JR GRETCHEN C 18 LINCOLN RD SALEM MA 01970- 31-0288.0 38 BUCHANAN ROAD TSEKI STEVEN 38 BUCHANAN RD SALEM MA 01970 31-0289-0 36 BUCHANAN ROAD PRISCILLA G.MICHAUD TRUST TF MICHAUD PRISCILLA G TR 36 BUCHANAN RD - SALEM MA 01970 31.0290.0 24 BUCHANAN ROAD REMON ELEANOR K 24 BUCHANAN RD SALEM MA 01970 31-0302-0 29 29A PIERCE ROAD PAPALEGIS LILLIAN C 29 PIERCE RD SALEM MA 01970 31-0303-0 31 PIERCE ROAD HENSLEY SUZANNE E 31 PIERCE RD SALEM MA 01970 31.0315.0 257 LORING AVENUE MAZUZAN MARK P MAZUZAN K.VANESSA 257 LORING AVE SALEM MA 01970 31.0316.0 265 LORING AVENUE SALVO JOYCE P 265 LORING AVENUE SALEM MA 01970 31.0322-0 441 LAFAYETTE STREET HARBORSIDE 4 REALTY TRUST GREEN LAWRENCE J TR 3 WEST STREET MARBLEHEAD MA 01945 31-0323.0 466 LAFAYETTE STREET SALEM CITY OF- 31-0325-0 9 RIVERWAY ROAD FOREST RIVER BEACH CLUB INC C/O JOAN OHARE 24 SUNSET ROAD SALEM MA 01970 31-0326-0 REAR PIERCE ROAD SALEM CONSERVATION COMM MA 31-0328-0 3 RIVERWAY ROAD PANZINI WILLIAM PANZINI EDNA 3 RIVERWAY RD SALEM MA 01970 31-0333-0 17 RIVERBANK ROAD SALEM CONSERVATION COMM MA End of Report AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act (to be submitted to the Massachusetts Department of Environmental Protection and the Conservation Commission when filing a Notice of Intent) ' I, Isabel Simoes, hereby certify under the pains and penalties of perjury that on September 30, 2005,I gave notification to abutters in compliance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide to Abutter Notification dated April 8, 1994, in connection with the following matter: A Notice of Intent filed under the Massachusetts Wetlands Protection Act by the City of Salem—Public Services Department on September 30,2005 for water system improvements in the Loring Avenue area in Salem, Massachusetts The form of notification, and a list of the abutters to whom it was given and their addresses, are i attached to this Affidavit of Service. Nam Date Attachment D Coastal Bank Delineation 1 . CLIENT HOB NO. COMPUTEDDY PROJECT DATE CHECKED DATE DETAIL CHECKED BY � PAGE NO (-� a r JOU o v . 110 t �1 I � a � Ma [ s a } b! M o �I CDM 8 CLIENT JOB NO. COMPUTED 8Y. - PROJECT DATE CHECKED DATE lcm DETAIL CHECKED BY� PAGE NO. 49 Ci �¢a $ a S cr 1 _ N + P h v u � �� g I „ N o-1 $ 8' - � J I � p a6 F} tt `—° �r ` h s M n _ o Zr to n ° 10 ns - w _SW >� I--<) �/ rnm R MA DEP Coastal Banks: Definition and Delineation Criteria Page 1 of 3 wetlandsoh massgnvti IE�Ir(�l�( l�l : :� 1 _ wetlands topics: Go! DEP general topics. E' 1 Coastal Banks: Definition and Delineation Criteria for Coastal Bank (DWW Policy 92-1) Issued: March 3, 1992 Purpose The purpose of this policy is to clarify the definition of coastal bank contained in the Wetlands Regulations, 310 CMR 10.00, by providing guidance for identifying 'top of coastal bank'. Regulatory Standards Coastal wetlands are defined in the Wetlands Protection Act (MGL c. 131, s.40) as: any bank, marsh, swamp, meadow, flat or other lowland subject to tidal action or coastal storm flowage". Coastal banks are defined at 310 CMR 10.30(2) as: "the seaward face or side of any elevated landform, other than a coastal dune, which lies at the landward edge of a coastal beach, land subject to tidal action, or other wetland". 1 When these two definitions are read together, coastal banks can be inferred to be associated with lowlands subject to tidal action or subject to coastal storm flowage. Coastal banks, therefore, can occur around non-tidal ponds, lakes and streams provided that these elevated landforms confine water associated with coastal storm events, up to the 100-year storm elevation or storm of record. Land Subject to Coastal Storm Flowage, in turn, is defined at 310 CMR 10.04 as: "land subject to any inundation caused by coastal storms up to and including that caused by the 100-year storm, surge of record or storm of record, whichever is greater". 1 The Department uses the 100-year coastal flooding event as defined and mapped by the Federal Emergency Management Agency (FEMA) per the National Flood Insurance Program, as the maximum flood elevation associated with land subject to coastal storm flowage, unless recorded storm data reveals a higher flood elevation (which is the storm of record). Analysis Toa of Coastal lhttp://www.mass.gov/dep/brp/ww/files/coastalb.htm 9/29/2005 MA DEP Coastal Banks: Definition and Delineation Criteria Page 2 of 3 Bank Delineation The phrase "top of coastal bank" is used to establish the ' landward edge of the coastal bank (310 CMR 10.30). There is no definition for "top of coastal bank" provided in the Act or Regulations. A Guide to the Coastal Wetlands Regulations, prepared by the Massachusetts Coastal Zone Management Office, upon which Conservation Commissions and the Department have relied for guidance, states that the landward boundary of a coastal bank is "the top of, or first major break in, the face of the coastal bank", and implies that it is easily identified using United States Geologic Survey topographic quadrangles. However, the scale of topographic quadrangle maps generally do not allow for parcel specific analysis. No further definition of"top of" and "major break" is provided. The following standards should be used to delineate the "top of coastal bank" [refer to figures 1-7 for a graphic presentation of the information below]: A)The slope of a coastal bank must be greater than or equal to 10:1 (see Figure 1). B) For a coastal bank with a slope greater than or equal to 4:1 the "top of coastal bank" is that point above the 100-year flood elevation where the slope becomes less than 4:1. (see Figure 2). C) For a coastal bank with a slope greater than or equal to 10:1 but less than 4:1, the top of coastal bank is the 100-year flood elevation. (see Figure 3). ' D) A"top of coastal bank"will fall below the 100-year flood elevation and is the point where the slope ceases to be greater than or equal to 10:1. (see Figure 4). E)There can be multiple coastal banks within the same site. This can occur where the coastal banks are separated by land subject to coastal storm flowage [an area less than 10:1]. (See Figures 5 and 6). When a landform, other than a coastal dune, has a slope that is so gentle and continuous that it does not act as a vertical buffer and confine elevated storm waters, that landform does not qualify as a coastal bank. Rather, gently sloping landforms at or below the 100-year flood elevation which have a slope less than 10:1 shall be regulated as "land subject to coastal storm flowage" and not as coastal bank (see Figure 7). Land subject to coastal storm flowage may overlap other wetland resource areas such as coastal beaches and dunes. Information Requirements for Project Review Due to the complex topography associated with coastal banks, the following requirements are intended to promote consistent delineations. In order to accurately delineate a coastal bank, the following information should be submitted, at a minimum„ to the Conservation Commission and the Department of Environmental Protection: the coastal bank should be delineated and mapped on a plan(s)to a scale of not greater than 1 inch = 50 feet, including a plan view and a cross section(s) of the area being delineated showing the slope profile, the linear distance used to calculate the slope profile, and the location of this linear distance. In addition, there must be tttp://www.mass.gov/dep/brp/ww/files/coastalb.htm 9/29/2005 MA DEP Coastal Banks: Definition and Delineation Criteria Page 3 of 3 an indication which of the five diagrams mentioned above is (are) ' representative of the site. Averaging and/or interpolating contours on plans can result in inaccurate delineations. Therefore, it is strongly recommended that follow-up field observations be made to verify delineations made from engineering plan data and as shown on the submitted plans. The final approval of resource boundary delineations rests with the issuing authority (Conservation Commission or Department of Environmental Protection). ' dep home •calendar• new additions •search •site ma ' privacy Policy P YP y contact: Nancy.Lin(cDstate.m a.us i tttp://www.mass.gov/dep/brp/ww/files/coastalb.httn 9/29/2005 ,MA DEP Wetlands Figures Page 2 of 2 i NT ? Fa S - --- �tEdttt k6lt JhG't f}']Q 13t. 1i2. 195- i3iguplkl '+ 16 ii �YEW,t^3�36R [lLxS i#' 0141 tat,, !� •' ^� - 1 TO "t r,ra Z ' igsua WA104t!#04�ompa. s WAN6WLiy. ��t�r W� A�Sr �..zzr F '�:G"rsr� `FSB IFF slaad0bjCCrtat1>avaEcA F ,,Tcafk�SY ,t1Srxkds�it ;;.,� ,t., . txfxl,o�atForwnec�7Ji�d deo home •calendar• new additions •search • site map • privacy policy contact: Nancy.Lin _ state.ma.us tttp://www.mass.gov/dep/brp/ww/files/figl23.htm 9/29/2005 MA DEP Wetlands Figures Page 2 of 2 Tia w a fk Z. 14, T r F t+aida 24,E MI+AlM7777 II�II�IYIY�W xh 4 pe':.. a•:.w+��i$1€r x''3.=�4ds'�u.�,-.:�.kc"tYia4e;. nga ' Ta'6`ena'�&arecd,Sr'��aidZaME �liaali ala' ,..ar-.a � ..�a." a ,,.��i 3�.�:�3'•,.+ ' !R i{� cfiQpdair6i+�dsslaial� 5fal."}a[Ik ' '. CUrttmVial )Or$tCK4UkYCttlPd # •c '. a• sr� r3t�,t 131` ,i�.Itt;id C{�815[ CYA11116i JW. �`g-�k1'6k�9fb74ilk=1r'it lt�s_M�IIf'C lhpd\ . Od $vomialtk+ ;i aQ'subJzctto ,`+�� . '�'� ;+, tfdel»1rt+n,orbdterceed,ad dep home •calendar new additions •search site ma • privacy Policy contact Nancy,Lin state ma.us 1 'http://www.mass.gov/dep/brp/ww/files/fig4567.htm 9/29/2005 Appendix B co 70 far Zif"'�gD. ' iv �� s� �a�#�d`s�i��si'��Sl��..'�a��ws�� a, �'§ar iso e�� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t it Appendix B ' Order of Conditions �I 1 C Massachusetts Department of Environmental Protection DEP File Number. ' Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions #64-406 ' 7LI Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information t Important: SALEM When filling From: f.Conservation commission out forms on the computer, 2.This issuance is for(check one): a. ® Orderof Conditions b. ❑ Amended Order of Conditions ' use only the tab key to 3.To: Applicant: move your cursor-do not Bruce Thibodeau City of Salem - Department of Public Services ' tue the return a. First Name b.Last Name C.company key. City Hall Annex 120 Washington St °'VQ d.Mail¢lg Address Salem MA 01970 ' e.CiVrown f.State g.Zip Code FMA 4. Property Owner(if different from applicant): City of Salem a.First Name b.Last Name c.Company d.Mailing Address ' e.city/rown f.State g.Zip Code s. Project Location: ' At the end of Pierce Road and various streets Salem a.Street Address b.Cityrrown MAP 31 c.Assessors Map/Plat Number d.ParceyLot Number Latitude and Longitude, if known (note: electronic filers will click for GIS locator): e.Latitude f.Longitude ' s. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): a County b.Certificate(if registered land) ' c. Book d.Page 7. Dates: September 29 2005 October 27 2005 October 27 2005 a Date Notice of intent Filed b.Date Public Hearing Closed c.Date of Issuance s. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Loring Avenue Area Water System Improvements (Sheets 1-10) a.Plan Tire Camp Dresser. &Makee Inc. Lisa Hiscock Gove b. Prepared By c.Signed and Stamped by October 2005 1'=20' d. Final Revision Date e.Scale f.Additional Plan or Document'rifle g.Date ' xpalanrS.Eac•ray.JllWa Paas 1 N9 ' Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions #64.406 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided ' in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act.Check all that apply: a. ® Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution t. ® Protection of Wildlife d. ® Private Water Supply e. ® Fisheries Habitat ' g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2 This Commission hereby finds the project,as proposed,is: (check one of the following boxes) ' Approved subject to: a. C4 the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in ' accordance with the Notice of Intent referenced above,the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these ' conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the ' wetland regulations.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued.A description of the performance standards which the ' proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests,and a final Order of Conditions is issued. A description of the specific information which is lacking and why it Is necessary Is attached to this Order as per 310 CMR 10.05(6)(c). ' Inland Resource Area impacts:Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts:Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement ' 4. ❑ Bank _;T-1hearfeei b.linearfaet c.linearfeet d.linea (feet s. ❑ Bordering Vegetated Wetland a square feet b.square toot c.square feet d.square foot ' 6. ❑ Land Under Waterbodies a.square feet b.square feet c.square feel d.square feet and Waterways e.cu.yd dredged f.cu.yd dredged vgabrrib.tlw• rev.&1.95 Page 2 d 9 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: ;1 WPA Form 5 — Order of Conditions 464-406 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §4D B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land ' Subject to Flooding a.square test b.square fees c.square feet d.square teat Cubic Feet Flood Storage e.cubic feat t.cubic feet g.cubic feet h.cubic feet ' e. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e,cubic feet f.cubic feet ' s. IN Riverfront area6,700 6,700 a total sq.feet b.total sq.feet 4,700 4,700 Sq it within 100 It c.square feet d.square feet e.square feet f.square feet ' Sq 2,000 2,000 h between 100.200 ft g.square feet h.square feet i.square feet J.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) to. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet ' a cu.yd dredged d.cu.yd dredged ' 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a square feet b.square feet c.cly noudshmt. d.cy nourlshmt. ' 14. ❑ Coastal Dunes a.square feet b.square feet c.GY nourishnnt, d.cb nourishrnt ts. ® Coastal Banks 10 10 a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet C.square feel d.square feet 1S. ❑ Land Under Salt Ponds a.square feat b.square feet c.cu.yd dredged d.cu.yd dredged 1s. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feel t 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above ' a.cu.yd dredged b.cu.yd dredged 21. 0 Land Subject to Coastal 100 100 Storm Flowage a.square feet b.square feel wpalmv.sx•r�y.anf0a Pape1N9 1 Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands DEP File Number. 1 WPA Form 5 — Order of Conditions #64-406 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act ' (only applicable to approved projects) 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. The 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, bylaws,or regulations. ' 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply. a. the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. ' 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill.Any fill shelf contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe,tires,ashes,refrigerators,motor vehicles, or parts of any of the foregoing. ' 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if wch an appeal has been taken,until all proceedings before the Department have been completed. ' 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to ' be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. ' 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MA DEP] "File Number #64-406 " 1 ' NpOINN.tlOC•10".8&VOS fta.4WD Massachusetts Department of Environmental Protection ' Bureau of.Resource Protection - Wetlands DEP File Number. WPA Form 5 - Order of Conditions 464-406 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' C. General Conditions Under Massachusetts Wetlands Protection Act ' 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of ' Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. ' 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any ' data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by ' this Order. 16. Prior to the start of work, and M the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wettand boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wedand or water body. During construction, the applicant or his/her designee shall Inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately ' control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary.Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. ' 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. ' Special Conditions: If you need more See Attached Sheet space for ' additional conditions, select box to attach a text document vgmam5.0a•rev.S'1ID5 Pape 5 a19 Massachusetts Department of Environmental Protection ' Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 5 - Order of Conditions a64AO6 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance i. Is a municipal wetlands bylaw or ordinance applicable? ❑ Yes ❑ No z The hereby finds(check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: ' a Municipal Ordinance or Bylaw 4 Citatlon Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order of Conditions is issued. 4. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: ' a.Municipal Ordinance or Bylaw b.Citation The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent, the conditions shall control. spyaacte�more a The special conditions relating to municipal ordinance or bylaw are as follows: ' additional conditions, select boot to attach a tetd document ❑ 1 ' wWom ,O=-10v.3nM ftw6ds Massachusetts Department of Environmental.Protection Bureau of Resource Protection-WetlandsDEP File Number: WPA Form 5 - Order of Conditions #64-406 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance ' This Order is valid for three years, unless otherwise specified as a special October 27,2005 condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance Please indicate the number of members who will sign this form: five(5) This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail(return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Prottion Regional Office,if not filing electronically, and the property owner, if different ' from applicant. Signatures: 9(- 4 1 � Al Notary Acknowledgement Commonwealth of Massachusetts County of Essex ' On this 27th October 2005 Day Of Month Year Before me,the undersigned Notary Public, Kevin Comacchio, Keith Glidden,Kevin Carr, personally appeared Joe Furnari, &Michael Blier proved to me through satisfactory evidence of identification,which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem Conservation Commission City/room FRANKTAORMINA . ' 1 e NotaryPublic MY Commission mon Expires etls My Commission Expires April 27,21312 Sign a of of ry P fic ' rn 1r d Print d Name of Noty Public Place notary seal and/or any stamp above My Co nmissi n Expires �') �(L ' This Order is issued to the applicant as follows: a by hand delivery on ® by certified mail,return receipt requested,on �r106A 311 2Do5 Dale Date xgelorrtSAac•rev.3np5 Pepe 7 at9 Massachusetts Department of Environmental Protection DEP File Number. ' Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions #64-406 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals ' The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. ' The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.030 within ten business days from the date of Issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand deliveryto the Conservation Commission and to the ' applicant,if he/she is not the appellant.Any appellants seeking to appeal the Departments Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written Information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or ' Determination,or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how ' the Order does not contribute to the protection of the interests identified in the Massachusetts Wellands Protection Act,(M.G.L,c.131, §40)and is inconsistent with the wetlands regulations(310 CMA 10.00). To the extent that the Order is based on a municipal ordinance or bylaw,and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. 1 ' vgafom6.doc rev. PaQB e d 9 VU05 Massachusetts department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number. WPA Form 5 - Order of Conditions #64-406 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ' G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registys Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. SALEM ' Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------- ----------------------------- To: SALEM Conservation Commission Please be advised that the Order of Conditions for the Project at: End of Pierce Road and various streets #64-406 Project Location DEP File Number Has been recorded at the Registry of Deeds of: fCounty Book Page for Property Owner ' and has been noted in the chain of title of the affected property in: Bods Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: ' Instrument Number If registered land, the document number identifying this transaction is: ' Document Number ' Signature or Applicant ' wptlam5 dx• rev yY/a5 Paps 9 of 9 Attachment to Order of Conditions#64406 ' Pagelof 5 SALEM CONSERVATION COMMISSION DEP FILE #64406 ' Loring Avenue Area Water System Improvements City of Salem,Massachusetts ADDITIONAL FINDINGS Based on the Estimated Habitats or Rare Wildlife and Certified Vernal Pools Map(June 1,2003) from Natural Heritage&Endangered Species Program(NHESP)of the Massachusetts Division of Fisheries and Wildlife,it has been determined that this project does not occur near any habitat of state-Bested rare wildlife species nor contains any ' vernal pools. This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L.Chapter 131,Section 40 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 34, Section 34-1 —34-13. ' This Order permits the replacement of existing water main lines with larger diameter pipes,cleaning and lining of existing water main lines,and the horizontal directional drill work under a portion of a tidal creek that is a tributary to the Forest River. In all,approximately 6,700 sq ft of Riverfront Area will be altered(4,700 sq ft within 100 ft and 2,000 sq ft in the outer riparian zone), 10 sq ft of Coastal Bank, and 100 sq ft of Land Subject to Coastal Strom Flowage. A portion of this approved activity has been approved as a limited project subject to 310 CMR 10.24 (7)(b)and 10.53(3)(d)for the construction,reconstruction,and maintenance or public underground utilities. ' GENERAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety(at[ 5 pages) at the Essex County Registry of Deeds or the Land Court for the district in which the land is located,after the expiration of the 10-day appeal period and within 30 days of the issuance. A copy of the recording information must be submitted to the Salem Conservation Commission before any work approved in this Order ' commences. 2. Approval of this application does not constitute compliance with any law or regulation other than ' M.G.L Chapter 131,Section 40,Wetlands Regulations 310 CMR 10.00 and the City of Salem Wetlands Protection Ordinance,Salem Code Chapter 34,Section 34-1—34-13. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No ' alteration of wetland resource areas or associated buffer zones,other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing, a sign shall be displayed showing DEP File#64-406,and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. With respect to this Order,the Commission designates the Conservation Agent as its agent with powers to act on its behalf in administering and enforcing this Order. Attachment to Order of Conditions #64406 ' Page 2of 7. The Commission or its Agent,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order, the Wetlands Protection Act MGL Chapter 131, ' Section 40,the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. ' 8. The term"Applicant"as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all ' transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 9. It is the responsibility of the applicant to procure all other applicable federal,state and local permits and ' approvals associated with this project These permits may include but are not necessarily limited to the following: ' (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S.Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5)of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. ' (3) Sewer Extension Permit from the DEP Division of Water Pollution Control under G.L.Ch.21A ss7 and 314 CMR 7.00. Any Board of Health permit for septic system design for any portion of the septic system within 100 feet of wetlands shall be submitted to the Commission prior to construction initiation. (4) Design Requirements for Construction in Floodplain under the State Building Code(780 CMR 744.). ' 10. If there are conflicting conditions within this Order,the stricter condition(s) shall rule. 11. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 12. The Commission or its Agent shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. ' 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans ' T tiring Avenue Ares Water.gyacai Improvement(sheets 1-10) fTide) ' October 2005 (Dated) Lisa Hiscock Gove ' (Signed and Stamped by) City of Salem Conservation Commission (On fife with) Attachment to Order of Conditions#64-406 ' Page Sof 5 ' 15. Any proposed changes in the approved plan(s)or any deviation in construction from the approved plan(s)shall require the applicant to file a Notice of Project Change with the Commission. The Notice ' shall be accompanied by a written inquiry prior to their implementation in the field,as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. ' 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued the applicant or current landowner shall submit to the Commission a statement signed by the ' buyer that hefshe is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. 17. Condition Number_as indicated shall continue in force beyond the Certificate of Compliance,in ' perpetuity,and shall be referenced to in all future deeds to this property. PRIOR TO CONSTRUCTION 18. Prior to the commencement of any activity on this site other than activities listed above,there shall be a Pre-Construction Meeting between the project supervisor,the contractor responsible for the work,and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted,if necessary,during the pre-construction meeting. Please contact the Conservation Commission ' Agent at(978)745-9595 ext 311 at least forty-eight(48)hours prior to any activity to arrange for the pre-construction meeting. 19. Prior to the pre-construction meeting and commencement of any activity on this site,sedimentation and ' erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or its Administrator shall inspect and approve such installation at the pre-construction meeting- 20. No clearing of vegetation,including trees,or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 21. There shall be twenty(20)hay bales and wooden stakes under cover on the site to be used only for emergency erosion control. ' EROSION CONTROL 22. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the wetiand areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project; the Commission may require additional measures. 23. All debris,fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment from entering wetland resource areas. 24. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 25. The area of construction shall remain in a stable condition at the close of each construction day. 1 Attachment to Order of Conditions#64-406 - page 4of__5 26. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps,silt filter bags or other means approved by the Commission or its ' Administrator. 27. Within thirty (30)days of completion of construction on any given portion of the project,all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 28. If soils are to be disturbed for longer that two(2) months,a temporary cover of rye or other grass should ' be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, exposed surface shall be stabilized by other appropriate erosion control treasures,firmly anchored,to prevent soils from being washed by rain or flooding. DURING CONSTRUCTION ' 29. A copy of this Order of Conditions and the plan(s) approved in this Order shall be available on site at all times when work is in progress. 30. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on ' the approved plan(s). 31. All waste products,grubbed stumps,slash; construction materials,etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from river. ' 32. Cement trucks shall not be washed out in any wetland resource or buffer zone area, nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. ' 33. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. ' 34. Immediately following drainage structure installation all inlets shall be protected by silt fence,haybale barriers and/or silt bags to filter silt from stormwater before it enters the drainage system. 35. There shall be no pumping of water from wetland resource areas. ' 36. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines,cylinders or any other components shall be fixed immediately. 37. During construction,all drainage structures shall be inspected regularly and cleaned as necessary. 38. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to,civil administrative penalties under M.G.L Chapter 21A,section 16. AFTER CONSTRUCTION 39. Upon completion of construction and final soil stabilization,the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance (COC): (l) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). Attachment to Order of Conditions#64-406 ' Page Sof 5 ' (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. ' (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas trader the jurisdiction of the Massachusetts Wetlands Protection ACL This plan shall include at a minimum ' (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best ' management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings, septic system components, wells, ' utility lines,fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; 40. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds and a copy of the recording submitted to the Salem Conservation Commission. 41. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission,may the applicant request in writing a Certificate of ' Compliance as described above. 42. Erosion control devices shall remain in place and properly functioning until all exposed soils have been ' stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. I 1 I Appendix C 70 . MVV AR x % 0- gw TAa Vo Appendix C MHC Correspondence e The Commonwealth of Massachusetts ' William Francis Galvin, Secretary of the Commonwealth Massachusetts Historical Commission July 11, 2005 Isabel Simoes Environmental Scientist ' Camp Dresser&McKee Inc. 50 Hampshire Street Cambridge,MA 02139 RE: Loring Avenue Water System Improvement Project, Salem,MA: MHC#RC.37437. tDear Ms. Simoes: Thank you for providing information to the Massachusetts Historical Commission concerning the proposed project referenced above. The information was very well organized, which greatly facilitated ' this review. The project consists of five segments to improve the reliability and quality of the water service system in ' this part of Salem. Project elements include replacement or sliplining of existing underground water pipes, and the installation of new water pipes, including the construction of a new 8-inch water main under the Forest River between Pierce Road and Sunset Road. The project has been carefully designed to ' limit project impacts chiefly to areas that have been previously impacted or not considered highly sensitive for containing significant archaeological resources. ' Review of MHC's inventory of Historic and Archaeological Assets of the Commonwealth indicates that there are many inventoried historic and archaeological properties in the project area. Because of the nature of the project, however, MHC has determined that the project as presently planned is unlikely to affect any significant historic or archaeological resources. If the project plans change, please provide information for MHC's review and comment. These comments are offered to assist in compliance with Section 106 of the National Historic Preservation Act of 1966 as amended (36 CFR 800),MGL c. 9, ss. 26-27C(950 CMR 71), and MEPA (301 CMR 11). Please contact me if you have any questions. ' Sincerely, ' Edward L.Bell Senior Archaeologist Massachusetts Historical Commission xc: Salem Historical Commission ' 220 Morrissey Boulevard, Boston, Massachusetts 02125 (617) 727-8470 • Fax: (617) 727-5128 www.sec.state.ma.us/mhc 1 1. CDMS . 4 consulting•engineering•construction•operations ®CDM is registered trademark of.Camp Dresser&McKeelnc. CORRESPONDENCE !YAassarhuspffs a , t (office of f4t, (llifg Council env; Cfg �Kull COUNCILLORS-AT-LARGE MICHAEL BENCAL WARD COUNCILLORS PRESIDENT 2005 2005 THOMAS H. FUREY CHERYLA. LAPOINTE LUCY CORCHADO KEVIN R. HARVEY CITY CLERK MICHAEL SOSNOWSKI JOAN B. LOVELY JEAN M. PELLETIER ARTHUR C. SARGENT III LEONARD E O'LEARY MATTHEW A.VENO October 19, 2005 MICHAEL BENCAL JOSEPH A. O'KEEFE, SR. Marblehead Board of Selectmen (The Board) Judith R. Jacobi, Chair Jackie Belf-Becker Harry C. Chistensen, Jr. James F. Nye Jeffrey N. Shribman Re: "Lafayette Tides' Development 485 Lafayette Street-Salem/Marblehead Members of The Board: I represent the area of Salem directly adjoining the above captioned proposed housing development in the Town of Marblehead. The only road access (Tides Lanes) to this proposed development would be from Salem. The Salem Planning Board in a decision dated July 25, 2005, copy attached, approved a Special Permit to allow the construction of a roadway, which will end in a cul-de-sac on the parcel of land located at 485 Lafayette Street. I and my constituents residing in the Lafayette Street-Salem area opposed the granting of this Special Permit. As you are aware the means of road access to this proposed development at the bend of Lafayette Street near the Forest River tidal gates, in our opinion would be dangerous, especially during inclement weather notwithstanding the Salem Planning Board requirements 17. d. Flush scored concrete islands and striping to be installed on Lafayette Street and Tides Lane'. Motor vehicle traffic opposite 485 Lafayette Street to and from Salem and Marblehead is heavily congested. The Board is probably aware most motorists traveling thru Salem to Marblehead use Raymond Road/Raymond Avenue to duck Lafayette Street traffic. As a Registered Professional Engineer I am especially concerned with the lack of adequate means of access for fire department apparatus, primarily Marblehead units and mutual aid apparatus from Salem. Your attention is directed to attachments referencing National Fire Protection Association(NFPA) Standard 1141,Fire Protection in Planned Building Groups, 2003 Edition. Article 5.1.2 of this code stipulates access to the property of the planned building group shall be provided by minimum of two distinctly separate routes, each located as remotely from the other as possible. Road access to this proposed SALEM CITY HALL • 93 WASHINGTON STREET o SALEM, MA 01970-3592 ^ WWW.SALEM000NCIL.COM 2 development is limited to a single entrance and exit which is neither separate nor remote from the other. We request the Marblehead Board of Selectmen make a site visit to the proposed development and verify for themselves the limited access, traffic conditions and road access where the proposed roadway (Tides Lane) would join Lafayette Street in Salem. We ask The Board to consider the traffic issues and lack of distinctly separate road access and other issues and advise the Massachusetts Department of Housing and Community Development-Boston of its disapproval of the application for a J prehensive Permit for this Chapter 40B project in Marblehead. pectfully submitted,e O'Keefeouncillor Ward 7 Registered Professional Fire Protection Engineer#26533 p7 Salem Planning Board Salem City Council Anthony M. Sasso, Marblehead Town Administrator Marblehead Fire Chief Barry C. Dixey Salem Fire Chief David W. Cody Mayor Stanley J. Usovicz Jr. Cl I v OF c ' CITY OF SALEM CLtRK s CFF CE A PLANNING BOARD IQQs JUC 2 Form C--Definitive Subdivision and Wetlands &Flood Hazard District Special Permit Decision July 25,2005 Joseph A O'Keefe Sr. Councillor Ward 7 28 Surrey Road Glover Estates,LLC Salem MA 01970 C/o Arty. George W.Atkins Ronan,Segal&Harrington 59 Federal Street Salem,MA 01970 RE: Tides Lane--485 Lafayette Street Foran C--Definitive Subdivision and Wetlands &Flood Hazard District Special Permit Decision On Thursday,June 16,2005, the Planning Board ofth sac on the Parcell e City of Salem opened a Public Hearing regarding the application Glover Estates,LLC to allow the construction of a roadway, which will end in a cul-de- 1 located at 485 Lafayette Street. The public hearing was continued to July 7,2005, and July 21,2005. The public Hearing was closed on July b 2005. At the regularly scheduled meeting of the Planning Board held on July 21, 2005, the Board voted d,a vote of seven in favor(Puleo,Durand, Moustakis,Lombardini, Ready, Weiner,Sullivan), none opposed to of the Form C— Definitive Subdivision and Wetlands &Flood Hazard District Special Permit subject to the following conditions: 1. Conformance with the plan Work shall conform with the plans entitled, "Definitive plan, Tides Lane, Salem&Marblehead, Mass.,"prepared by Hayes Engineering, Inc., 603 Salem Street, Wakefield, MA, 01880,dated April 26,2005,including pages 1-4 revised June 1, 2005; and the sheet entitled, "Roadway Improvement Pte,"dated April 26,2005 and revised June 1,2005. 2• Atnendtnents Any modification to thea roved unless deemed PP Pis must receive the riot a toval d insignificant by the Ci p P PP of the Planning Board require the approval of the P City fanner. Any u az°�of conditions contained within shall ]arming Board. 3. Subdivision Regulations 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 . TEL: 978.745.9595 FAX: 978.740.0404 0 WWW.SALEM.COM 12. Pedestrian Signal Provided the project on the Marblehead parcel is approved, and as agreed, the applicant shall construct the pedestrian crossing signal on L specifications entitled, afayette Street as shown on the plans and C "Salem—Marblehead Branch Bike/Pedestrian Facility,Signalized Pedestrian tossing,"ng, prepared by C&C Consulting Engineers,LLC,214 Lincoln Street,Boston, dated January 2005,including drawings 1-6 prior to the start of construction. MA 02134, 13. Building Permit The applicant shall obtain approval of the comprehensive perni pt to b uild the proposed structures from the Town of Marblehead prior to the start of construction. 14. Curb cuts The applicant,if the property abuts a state highway, shall obtain a curb-cut permit from Mass Highway prior to the commencement of any work 15. Drainage The applicant shall submit a revised drainage plan and detail of the proposed drainage facility to the Department of Planning&Community Development and the Office of the City Engineer for review and approval prior to the endorsement of the plans. 16. Environmental Cleanup Provided the project on the Marblehead parcel is approved, and as agreed, the applicant shall remediate the lead contaminated soils including but not limited to the site,harbor, beach, bike Path, and parcels owned by the Salem Conservation Commission (Assessors map 31,Lots 235 and 236). A detailed remediation plan shall be submitted to the planning Board prior to the start of any work 17. Lafayette Street Improvements a. Provided the project on the Marblehead parcel is approved, and as agreed, the applicant shall construct roadway improvements to Lafayette Street as shown on the sheet entitled, "Roadway Improvement Plan,Tides Lane,Salem&Marblehead,Mass,"dated April 26, 2005 and revised June 1,2005,prior to the start of construction. The roadway improvement plan shall be revised to show the changes below. Final plans shall be reviewed and approved by the Department of Planning&Community Development, the Office of the Salem City Engineer, and the Marblehead Town Engineer prior to the endorsement of the plans. b. The applicant shall install a crosswalk across Tides Lane. C- The applicant shall install a new concrete sidewalk along Lafayette Street from the pedestrian signal to Tides Lane and on both sides of the roadway along the entire length of Tides Lane. d. Flush scored concrete islands and striping to be installed on Lafayette Street and Tides Lane. 18. Salem Conservation Commission a. All work shall comply with the requirements of the Salem Conservation Commission. 3 c. A final lighting plan shall be submitted to the City Planner and the City Electrician for review and approval prior to the issuance of any building permits for the proposed dwellings. d. After installation,lighting shall be reviewed by the City Planner and the City Electrician, prior to the issuance of any Certificates of Occupancy. 23. Construction Practices All construction shall be carried out in accordance with the following conditions: a. The operation of tools or equipment used in construction or demolition work shall occur in accordance with Salem Ordinance tion 22 (5)• Construction and Blasting and between the hours of 8:00 AM and 5:00 PM on weekdays and Saturdays. No work shall take place on Sundays or holidays. The Planning Board will agree to changes in the starting time,at the request of the applicant and if approved by a formal vote of the City Council, as per the ordinance. b. Any blasting,rock crushing,jack hammering,hydraulic blasting,or pile driving shall occur in accordance with Salm Ordinance Sertion 22-2 (5)' Construction and Blastingand be limited to Monday-Friday between the hours of 8:00 AM and 5:00 PM. There shall be no blasting,rock crushing,jack hammering,hydraulic blasting, or pile driving on Saturdays, Sundays, or holidays. c. Blasting shall be undertaken in accordance with all local and state regulations. d. All reasonable action shall be taken to mitim+i>e the negative effects of constriction on abutters. Advance notice shall be provided by the applicant to all abutters in writing at least 72 hours prior to commencement of construction of the project e. All construction vehicles and equipment shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on surrounding roadways as they exit the site. f. The applicant shall abide by any and all applicable rules,regulations and ordinances of the City of Salem. g. All construction vehicles and equipment left overnight at the site must be located completely on the site. h. No Street shall be closed without prior approval of the Department of Planning and Community Development, unless deemed an emergency by the Salem Police Department 24. Blasting The applicant shall distribute the flyers entitled,"Facts for Massachusetts Property Owners About Blasting" to all abutters within three hundred (300) feet of the blasting area. 25. Conveyance of Easements and Utilities The applicant shall submit an acceptable form of conveyance of easements and utilities prior to the endorsement of the plans. 26. Construction Traffic & Phasing 5 L The developer shall submit to the Health Agent a written plan for containment and removal of debris,vegetative waste,and unacceptable excavation material generated during demolition and/or construction. j. The Fire Department must approve the plan regarding access for fire fighting. k_ Noise levels from the resultant establishments) generated by operations,including but not limited to refrigeration and heating,shall not increase the broadband sound level by more than 10 dB(A) above the ambient levels measured at the property line. L The developer shall disclose in writing to the Health Agent the origin of any fill material needed for the project in. The developer shall notify the Health Agent when the project is complete for final inspection and confirmation that above conditions have been met 30. Health Department All work shall comply with the requirements of the Salem Health Department 3L Fire Department All work shall comply with the requirements of the Salem Fire Department 32. Office of the Building Commissioner All work shall comply with the requirements of the office of the Salem Building Commissioner. 33. Utilities a. Any utility installation shall be reviewed and approved by the City Engineer prior to the issuance of a Building Permit. b. All site utilities shall be installed underground. 34. Maintenance a. Refuse removal,ground maintenance and snow removal of Tides Lane and associated sidewalks shall be the responsibility of the condominium association. The applicant shall submit condominium association documents containing this provision to the DPCD prior to the start of construction. b. Maintenance of any landscaping shall be the responsibility of the applicant,his successors or assigns. The applicant,his successors or assigns,shall guarantee all trees and shrubs. 35. As-built Plans As-built plans,stamped by a Registered Professional Engineer, shall be submitted to the Department of Planning and Community Development and Department of Public Services. The cost of the as-built plans will be included in the performance surety and the funds will not be released until satisfactory as-built plans are submitted. 36. Violations Violations of any condition shall result in revocation of this permit by the Planning Board,unless the violation of such condition is waived by a majority vote of the Planning Board. 7 f 1141-1 Copyright©2003,National Fire Protection Association,All Rights Reserved NFPA1141_. Standard for s�Fire Protection in Planned Building Groups 2003 Edition This edition of NFPA 1141, Standard jos Fire Protection in Planned Building Groups,was pre- pared by the Technical Committee on Forest and Rural Fire Protection and acted on by NFPA at its May Association Technical Meeting held May 18-21,2003,in Dallas,TX.It was issued by the Standards Council on July 18, 2003,with an effective date of August 7,2003,and super- sedes all previous editions. This edition of NFPA 1141 was approved as an American National Standard on July 18, 2003. Origin and Development of NFPA 1141 Work on this standard was begun in 1972 by the former Technical Committee on Subur- ban and Rural Fire Prevention and Promotion in response to needs expressed by several members.However,due to some technical issues and a reorganization of the committee,the first edition was not issued until 1985.That edition was revised in 1990. In preparing the 1998 edition,the Committee resolved several issues in clarity and consis- tency by bringing the document in concert with NFPA 1 and NFPA 101®,but specific circum- stances listed in the scope and purpose of the document continued to require that some elements remain more restrictive than comparable elements referenced in other NFPA docu- ments. In the 2003 edition, the Technical Committee has recognized the rapid development of structures into areas that present unusual characteristics to responding fire agencies and has worked extensively on making NFPA 1141 current with other documents and more usable by adopting jurisdictions.The Committee is particularly interested in keeping the flexibility in the application of the standard byjurisdictions so that it works with existing codes and stan- dards that may or may not adequately cover planned building groups. M 1141-6 FIRE PROTECnON IN PLANNED BUILDING GROUPS 3.3.32 Risk. The chance of afire starting from any cause. X5.1.2 Access to the property,of the planned building group shall be provided by a minimum of two distinctly separate bridges. Roadway. Any public or private street, including 4 bridges. _. -routes,each located as remotely from the other as possible 3.3.34 Slope. Upward or downward incline or slant, usually 5.L3-Landscaping or other obstructions shall be maintained calculated as a percentage. in a manner that provides unobstructed access for fire depart- ment operations. 3.3.35*Standpipe. Apipe and attendant hose valves and hose (if provided) used for conveying water to various parts of a 5.2 Roadways.Roadways shall be constructed and maintained building for fire-fighting purposes. in accordance with Section 5.2. 3.3.36 Story. That portion of a building between the upper 5.2.1 Roadways shall be constructed of a hard, all-weather surface of the floor and the upper surface of the next floor surface designed to support the heaviest piece of fire appara- above. tus likely to be operated on the roadway. 3.3.37 Structure. That which is built or constructed, an edi- 5.2.2 Every dead-end roadway more than 91.5 in (300 ft) in fice or building of any kind, or any piece of work artificially length shall be provided at the closed end with a turnaround built up or composed ofpartsjoined together in some definite having not less than a 36.5 in (120 ft) outside diameter of manner. traveled way. 3.3.38 Water Supply. A source of water for fire-fighting ac- 5.2.3* Roadways shall have a minimum clear width of 3.7 in tivities. (12 ft) for each lane of travel, excluding shoulders and park- 3.3.39 Wildland Fire. An unplanned and uncontrolled fire ing.Provisions shall be made for factors that could impinge on spreading through vegetative fuels,at times involving structures. the minimum width—for example,drainage,snow removal, 3.3.40 Wildland/Urban Interface. An area where improved parking,and utilities. property and wildland fuels meet at a well-defined boundary. 5.2.4 Grades shall be not more than 10 percent except as 3.3.41 Wildland/Urban Intermix. Ali area where improved permitted by 5.2.4.1. property and wildland fuels meet with no clearly defined 5.2.4.1 Grades steeper than 10 percent shall be permitted by boundary. the authority having jurisdiction where mitigation measures can be agreed upon jointly by the fire department and the road engineering department. Chapter 4 Plans 5.2.5 Grades shall be not less than 0.5 percent in order to 4.1` Plans. As a minimum, the authority having jurisdiction prevent pooling of water in a traveled way. shall require anyone proposing to develop a planned building group to submit preliminary,working,and as-built plans. 5.2.6 Any secondary road intersecting with another road shall be sloped I percent to 3 percent down and away from the inter- 4.1.1*Preliminary Plans. section for a distance of 30.5 in (100 ft)from the intersection. 4.1.1.1 All preliminary plans,when submitted,shall contain, 5.2.7* At least 4.1 in (13 ft 6 in.) nominal vertical clearance as a minimum, a site plan showing proposed water supply, shall he provided and maintained over the full width of all roadway access,fire department access,and other items perti- means of access. nent to the specific project. 4.1.1.2 The authority having jurisdiction shall make recom- 5.2.8 Turns in roadways shall maintain the minimum road mendations to the submitter based on the preliminary plans width' _ to assist in developing the working plans,which shall then be 5.2.9* Turns in publicly owned or privately owned major feed submitted to the authority having jurisdiction for approval. roadways shall be constructed with a minimum radius of 30.5 in 4.1.2 Working Plans. Working plans, drawn to scale and (100 ft) to thecenterline. signed by a licensed architect or engineer, shall be accurate 5.3 Parking Lots. and shall illustrate the final design of items required by this standard. 5.3.1 The minimum lengths of parking lot stalls as measured 4.1.3 AsBuilt Plans.Drawings showing items listed in 4.1.1.1, end to end and the minimum aisle widths shall be as shown in building floor plans,and fire protection systems,as built,shall Table 5.3.1. be submitted to the fire department upon completion of the 5.3.2 Parking lot lanes adjacent to any building shall provide project. a travel lane with 4.9 in (16 ft) clear width if traffic flow is one way and 7.3 in (24 ft) clear width if traffic flow is two way. 'Chapter 5_Me Acce 5.3.3 The minimum turning radius for parking lot lanes nec- essary for fire department apparatus access shall be deter- 5.1 General. This section shall apply to roads constructed mined by the authority having jurisdiction. Within the confines of private property whether or not they are dedicated as public thoroughfares. 5.4*Fire Lanes. 5.1.1 Means of access for fire department apparatus shall 5.4.1 Fire lanes shall be provided as required by the fire de- consist of roadways,fire lanes,parking lot lanes,or a combina- partment havingjurisdiction and in keeping with the require- tion thereof,and shall be provided to all structures. ments of Section 5.4. 2003 Edition