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Miscellaneous - 47 PETERS STREET 4/30/2018 (2)
McKay, Alison From: McKay,Alison Sent: Monday, July 31, 2006 11:33 AM To: Daley, Lincoln Subject: Peters Street Wireless Service Facility Lincoln, I am attaching herein some language from the Conservation Department, which you may want to include in your letter for the above referenced project. It is as follows: Upon review of the site and associated site plans and supporting report entitled "Wireless Service Facility-Special Permit(s)and Variance Application Technical Review Package", the Conservation Department has determined that the proposed work is located greater than 100 feet from any jurisdictional wetland resource area. Therefore,said work is not subject to a filing with the North Andover Conservation Commission pursuant to the Massachusetts Wetlands Protection Act and the North Andover Wetlands Protection Bylaw. The closest wetland resource area to the proposed site activities (new utility pole)is approximately 130+feet away and is located across Peters street to the east of the project site. This resource area is a jurisdictional pond, officially named Becky's Pond. While proposed work remains outside of the 100 foot buffer zone of a wetland resource area, it should be noted however, that the wetlands information in the above referenced report is not correct. The report states that there are no wetlands within 300'of subject parcel and that the closest wetland resource area is located approximately 1,300 feet the northwest of the site. Thanks Lincoln and let me know if you need anything else. Alison E.McKay Town of North Andover Conservation Administrator 1600 Osgood Street,Building 20,Suite 2-36 North Andover, MA 978-688-9530 i X29000 E MASSACHUSETTS WETLANDS INVENTORY 237930 237934 23q3�9r3�4 233930 230000E �� -f' ^ bi: x Q' rx r 'u v�f.[- ii� `§i ' '., 'ryy a* € r 7 '„ t ,,�, ti f � �. �' `�y ..4 �" ,�t°��'x�_"'*r'�#:"'tt 3t '�4�.Ma ��-F�.,i/r•x r. ,� �' �� �'�ze; ,+r ti.�, °�3Mf '?` ,...-�.•,�si r� '�.� A�r $.n,� �� a r' �' /'� "�^�7F � r R--t y,y .?i! rs. s- �`- 1t ,�17' le y� -7— �f;' � '�'t"� k F4' P ik4 6'`` t LsN '•m# <. � "� .;� ���-� �r�'. �'_+•a�,P"4 a � , � � t`�, "k � �n i�. ¢Y.{ �:',��i�° - "yfb!"t L: '(y�q r'��^y�"� ,�;���"'��."�t: il 0 'a"F ��� #�'rzYro�''c.'�;'+�T a � 1�4jP��czayF�6, s 4 � � � ?�. r»1 ,� �r�',. �� Jz" �,� �•x Yl y� 4 stn �t 3.2 y� `{ !. "/f id'; �'Sr. ...xa .: 8 �u'. �f1. Ri.r'4 •� r yc`T�' F`l'¢' h%r, £. - "P �' �'7 �6'. '#,��: e d�y rt..y�r •'- � �+ ±'£ F x'.. r y F 9.?'C+�,,�, 4. !YY' [ .g �',r ,�, :;ti -.✓ �itriF�� `�1ue yy�. 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R '3h . r.ix spa L r t#c 4. d. ,, t � �»&ya�s "�. >H.. st a ,%f;.v� r„p:a�..a ���� a�+ �•ti u "'�R ' iyr "n ►A /�LZ1'a\ Oki 0 Cit r G�� b @s fiV1(!` (dt►8 11 r�s g for IIII t ID OCL 1-5 loo Flo vat y y I I V ' 1 � R 4 , WIRELESS SERVICE FACILITY SPECIAL PERMITIS)AND VARIANCE APPLICATION TECHNICAL REVIEW PACKAGE July 27, 2006 Site Name and Location MA2105G Den Rock Park 47 Peters Street North Andover, Massachusetts, 01845 (Map ID: 24/59) Applicant: Nextel Communications of the Mid-Atlantic, Inc. 9 Crosby Drive Bedford, Massachusetts 01730 Submitting Agent: Debra Sharkey Nextel Communications—Agent 600 Mount Carmel Avenue Hamden, Connecticut 06518 203.248.8545 (o) 203.715.0262 (m) debra.sharkey cD-amerizone.com NEXT®_ Iry Nextel Communications of the Mid-Atlantic Future Proposed Applications: ➢ Planning Board - Special Permit ➢ Zoning Board of Appeals - Special Permit&Variance Applications ➢ Building Permit Wireless Service Facility-Proiect Description As indicated on the attached preliminary zoning drawings ("ZD""drawings"), Nextel Communications of the Mid-Atlantic, Inc. ("Nextel" "Applicant") proposes to construct and operate a Wireless Service Facility at 47 Peters Street (Map 24, Lot 59). The property is owned by the First United Methodist Church of North Andover. Nextel proposes to install twelve(12) panel antennas (Model# RFS/APXV86-906513-C) inside a replacement steeple. The replacement steeple will not exceed the height of the pre-existing steeple (sixty-seven (67') feet) and will be designed and constructed to match the existing church materials. The panels will be mounted behind stealth radio frequency-transparent screens painted to match the existing conditions. The center line for the antennas will be 44' + and 51' + (AGL). At each level, there will be three (3) sectors with two (2) antennas per sector for a total of six(6) antennas per level or twelve(12)antennas total. Each antenna weighs 26.4+ pounds and is approximately 53"x13"x5" (h/w/d). The radio frequency maximum power output will be: 806- 824MHz; 896-901 MHz(receiving)and 851-869MHz; 935-940MHz(transmitting). The antenna arrays in the steeple will be connected to anequipment shelter on the ground using 1 5/8" cables (Model: Andrew CDFS). The cables will be concealed behind a vertical cable tray on the northwesterly side of the Church. The exposed portion of the cable tray will be made of materials that will be compatible to the existing structure. Two (2) FCC mandated E911 global. positioning systems (GPS) antennas, approximately one (1) foot in height, will be flush-mounted to the proposed steeple at an approximate height of forty-seven (47')feet. Equipment associated with Nextel's WSF will be housed in an unmanned, concealed 240 sq. ft. equipment shelter located on a 12' by 20' concrete slab adjacent to the Church's west parking lot. It will be approximately 200 feet northeast of the church and 250 feet northwest of the utility pole to the north of Peters Street. No new access road will be constructed. The shelter will be pre- fabricated concrete with two(2)wall-mounted HVAC units. A six by ten (6'x10')concrete slab will be constructed next to the equipment shelter for an"emergency-use only"generator. The location of the proposed equipment building meets the dimensional requirements of fifty feet(50') side, rear and front lot line setbacks. The height restrictions for the Business(64)zone—sixty feet(60')and for a WSF—a height that does not increase the height of the pre-existing-structure- -are also satisfied. As indicated above and on the attached materials, I would submit that Nextel satisfies the following WSF and general zoning regulations 8.9. Nextel's WSF: 1. will have a minimal visual and environmental impact(§8.9,1(a)) 2. adheres to regulations adopted by the Town and other zoning and general bylaws under (§ 8.9.1(b)) 3. demonstrates a need(§8.9.3(a)(i)) (see attached radio-frequency affidavit); 4. meets(§8.9.3(a)and (c)) Use regulation 84 zone and WSF dimensional requirements; 5. is located on a preexistent structure and preserves the character and integrity of the structure(§8.9(b)(i) 6. is camouflaged (§8.9(b)(iii); 7. is legally feasible(§ 8.9(b)(iv)—(owner authorization provided); 8. meets(§8.9(c)height restrictions; it is no higher than 10' above the average height of buildings within 300 nor the height restrictions for a business (134)zoning district 9. satisfies building setback provisions for the B4 zoning district(§8.9(3)(v)(1)); 10. does not increase any non-conformity of the pre-existing structure(§8.9(3)(v)(2); 11. will satisfy Design standards(§8.9(4)(a)(i)(2); (iii); (iv)(2); (b)lighting and signage; 12. will satisfy Environmental Standards(§8.9(4)(e)and Safety Standards(§ 8.9(4)(f) 13. Regulations that are not applicable include§ 8.9: a. (4)(c) Historic Buildings b. (4)(d)Scenic Landscapes and Vistas To our knowledge, the only regulation that will not be satisfied through Nextel's proposed WSF application and therefore requires a variance is: 14. (§8.9(3)(v)(1)the 600' minimum setback residential and/or educational use parcels. In conclusion, I respectfully submit the attached packet of materials to the Technical Review Committee for their consideration., review and comments. In the event, additional information is required please do not hesitate to contact me at any one of the points of contact indicated below. Kindest regards, ra- Debra Sharkey Nextel Communications—Agent c/o AmeriZone 600 Mount Carmel Avenue Hamden, CT 06518 203.248.8545(o) 203.715.0262(m) debra.sharkey@amerizone.com Attachments: Site Plan (Zoning Drawings) Assessor's Map and Card Summary of Dimensional Requirements Owner Authorization Letter Nextel's Radio Frequency(RF)Coverage Maps List of Existing/Proposed WSFs Phase I Environmental Site Assessment Antenna & HVAC Specification Sheet FCC License i I --A\#13637 SEE PLAT NO.41 � u loo 1' p eY 1 q'165 �' .cryy Sr s �r,US ti.9 btia J? 49 61) 'h t5 6� a Ras ti ti� P .a. U] 14.1ca 21 SEE PAT NO.23 a a a 4 Sit TOWN BOUND / •�. ''N"3 16 PC• 1qp LAWRENCE 2F H ..._. - FISCAL 200ffi MAPS DRA VN BY FRA 1v1EA S UREMENTS AR.E-SCAI:ED•ONLYI�+D'T Commercial Residential Property Record Card PARCEL_ID:210/024.0-0059-0000.0 MAP:024.0 BLOCK:0059 LOT:0000.0 PARCEL ADDRESSA7 PETERS STREET PARCEL INFORMATION Use=Codeddri P. e` 6 y'" � �Book 01125 Road Type ,Th z InspecfDate 05/08/ 005 Owner: Tax Class E Sale Date 12/31/1968 Page 0176 Rd Condition P Meas Date 05/08/2005 Tot fin Areayp Cert/doc Traffid M Entrance` X FIRST UNITED METHODIST CHURCH _ }10436 ySafd T e z r Address: Tot Land Area 61 Sale Valid N Water Collect Id. RB 47 PETERS STREET _ : F r., • Grantor,.: .x: _m .._ _R . . 1 ,t .._.:3 Sealer r}. respect _+..`.0 r f Reas NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% / Comm-BILP/o Indust-B/L% i Open Sp-B/L% / COMMERCIAL SECTIONS/GROUPS LAND INFORMATION Section: ID: 101 Use-Code:907 NBHD CODE: 32 NBHD CLASS: 2 ZONE: B4 .5.-.,. v T: a .Code�. M h M I Area�Sto, ...HOr ht Bld -Class Yr Burit ": .E .Yr Built:Cost" " _ $e . .. .. ,. et odS Ft.., Acres,. _Irrflu Y N., t !3!. 1 .g k. 9 . . .<.. . Bldg.., s�.9 ,e,..YP �. ' 1'-' '-. Va ue _a Class>>... 6 10436 1 D 1968 19784 - 1,346,300 1 P 906 S 43560 1 261,360 Groups: 2 R 906 A 5.1 51,000 1 90 10436 1 1 DETACHED STRUCTURE INFORMATION 1 906 10436 1 1 2 906 5212 1 1 S€r { t1ni1< Msr 1 Msr E}1 R BIt Grade Coed°�.ioGOOd P/WlE - Gost V ,Giass 3 906 5224 1 1 G'1 S£4 625 1970 A A /%/77 ' 12,260y _3 . SI S 96 1980 A A W86 1,000 3 RESIDENCE INFORMATION SI S 128 1980 A A ///86 1,300 3 AS S 25000 1980 A A W86 39,600 3 Style Tot Rooms 7 MarnkFn Area 9680; Attic VALUATION INFORMATION Story Height 1 Bedrooms 3 Up Fn Area Bsmt Area 1680 Current Total: 1,925,500 Bldg: 1,613,100 Land: 312,400 MktLnd: 312,400 f2oofA G" dull:Baths 2 '-Add`Fn Area Fn BsmtRrea`$5© , ...a<, Prior Total: 875,800 Bldg: 683,300 Land: 192,500 MktLnd: 192,500 Ext Wall FB Half Baths' Unfin Area Bsmt Grade A Masonry Trrm r Ext Bath Fix Tot` , Area 10436 .. .: ... , .y. Foundation: CN . Bath Qual: M RCNLD: "h" 212693 4 ` ': Ketch Que1-' M : Eff Yr r3urlt 'C962, " Mkt Atll _4 E Heat Type: HW Ext Kitch: Year Built: 1950 Sound Value: duel Type �6 = Gratle A Cost Bidg" Fireplace. 2 Bsmt Gar Cap: ' Condition:' A' " Aft Str Val 1: central AG Bsrnt G ctCoar SF Pmptete „ AttStr Val2 Aft Gar SF: %Good P/F/E/R: 100W100 " Porch Type Porch Area Porch Grade Factor P 50 W 320 I I Parcel ID:210/024.0-0059-0000.0 as of 3/3/06 Page 1 of 2 Commercial Residential Property Record Card « PARCEL_ID:210/024.0-0059-0000.0 MAP:024.0 BLOCK:0059 LOT:0000.0 PARCEL ADDRESS:47 PETERS STREET SKETCH PHOTO 4B A <. 19 16 1 !r W s 448 du F } FM/B 70 10156 Sq.Ft.. �1 - 15 �s 47 PETERS STREET :F Parcel ID:210/024.0-0059-0000.0 as of 3/3/06 Page 2 of 2 TABLE 2 SUMMARY OF DIMENSIONAL REQUIREMENTS Res. Res. Res. Res. Village Res. Res. Bus. Bus. Bus. Bus. Village PCD Genera' Ind. Ind. Ind. Ind. (14) (6)'j7) 1 2 3 4 Res. 5 6 1 2 3 4 Comm. Bus. 1 2 3 S Lot Area (7) Min. S.F. 87,120 43,560 25,000 12,500 43,560 43,560 130,680 25,000 25,000 120,000 80,000 90,000 150,00 25,000 X30,000 80,000 435,600 50,000 Height 17 Max(ft) 35 35 35 35 35 35 35 35 35 35 60 40' 35' 45 55 55 55 55 -Steel Frontage __... _...._. (13) (13) _ ..._. Min(ft) 175 150 125 100 85 150 150 125 125 300200 200 301 125 150 150 150 150 -..Front Setback __. (8) (17)(1) (10). Min. (ft) 30 30 30 30 25 30 25 30 25 100 50 50" 10C 25 50 50 100 30 Side Setback (2) (2) (3) (3) (17) (2) (3) (3) (10) (2) Min. (ft) 30 30 20 15 15 25 15 20 25 50 50 25" 50 25 50 50 200 20 Rear Setback (2) (2) (3) (17) (2) (3) (3) (10) (2) Min(ft) 30 30 30 30 30 30 30 30 30 50 50 25" 50 35 50 50 200 30 Floor Area (15) Ratio Max: N/A N/A N/A N/A N/A 0.75:1 0.25:.1 0.30:1 0.75:1 0.40:1 1.50:1 N/A 0.75:' N/A 1.50:1 0.50:1 0.50:1 0.50:1 Lot Coverage Max. N/A N/A N/A N/A N/A 20%. 20% 30% 356/6 30% 25% 25% 25% 35% 35% 35% 35% 35% Dwelling Unit (12) (12) (12) Density Max/Acre N/A N/A N/A N/A 1/acre Multi-Family 9/acre N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Townhouse (16) Open Space 25%" 'Two stories not to exceed 40ft. "Refer to Sections 8.1 (13)and 8.4(6) See detailed District Use Regulations Please refer to footnotes for additional information Landlord Authorization July 16, 2006 Permitting Authorities North Andover, Massachusetts I, Paul Carlotto, Chairman, Board of Trustees for the First United Methodist Church of North Andover, with property located at 57 Peters Street, hereby grant Nextel Communications of the Mid-Atlantic, Inc., ("Nextel') and its agents, the right to pursue and obtain required approvals or permits necessary to install, operate, and maintain a telecommunication facility at 57 Peters Street, North Andover, Massachusetts. Any fees or charges associated with such approvals, permits and/or conditions associated with such approvals will be the sole responsibility of Nextel Communications. aul Carlotto, Chair Board of Trustees First United Methodist Church 57 Peters Street North Andover, MA 01845 •4 I ws " s �s y� ! 1 1 45111 i yam.-" ..i' v,:y=&E,y .• i �. x '' or mx M Ra4. '$ ne UOf �K �' '• h e x x a n r rY Y . Crgi5F 1995 Photograph GeneralI I dcs I . Den Rock Scale: 1" 6/0 .� 4 Peters Street North Andover,Massachusetts Search Ring «wY ♦w y � P �„ its goar C On t 'x;�=w-»r s,,s_,. :Oi iQOS d c ' z� '�w`•� • •a. 'y � - i �� �7' cr����.■ may'' � e' • a " � � :�t Y y. AwP �y Ali •�tf"':-a t��4 -� �.._ � , - Aa y iw � .. ,.„ �� '''.• .� w• 6 w N•a � a tF a e s t -�'', M � d � w r '" , '•pn w �' p R a s c ar w bra��• � ;+s 4 Ar �.' ��� r L L1Y Y: f� IS r Y -'•'W M, -� 1:[ 'R � p. � qls Y�Yi k ."�f, "7�(d F. P A { f tl b Will ; � A N : x P , s s p � ,� '' "� "'�h � 4` 1py o � F'� �*e n � '� v 'F � •'z e ,s3 r 'yrs, r `.,�,� k,,x *•: a, '�. :;.. •i_ D „ Printed from TOPO! @2000 Wildflower Productions(www.topo.com) -81 dBm Coverage With MA2105G $ "9P 7 r L V } h r T u r. S c t4 F. l r I r � s d ' .. w � • _. qA'�^ .. �'. .. �5... a^W t. -81 dBm Coverage Without MA2105 LITT VV y m r M x h v v �y r r W _ i1 Gxk lb Y i.. �• :. ���rfiF3 a 1' R List of Sprint/Nextel Existing Sites in North Andover Structure Ht Antenna Site ID Landlord Name Address Type of Site (ft) Centerline(ft) 23 Main Street MA0796R BankBoston Building Andover MA 01810 Building/rooftop 40 56 (Nextel) .. 5 Boston Hill Rd MA0418R Benjamin G. Farnum N. Andover MA 01845 Building-colo 85 49 (Nextel) MA0738C SBA Tower 274 Main St., N. Andover MA Monopole-colo 150 97 (Sprint) List of Other Known Carriers in North Andover 203 Turnpike St., N. Andover North Andover Office Park MA Building/rooftop approx. 70 67 (T-Mobile) 693 Johnson Road, N. Andover COMCAST Tower MA Guyed Tower T-Mobile 300 Chestnut Street, N. SBA Towers Andover MA Guyed Tower Cingular,AT&T 401 Andover Street, N. Andover Verizon (under McGarry Law Office MA Building/rooftop litigation) s- w n � y PHASE I ENVIRONMENTAL SITE ASSESSMENT General Dynamics Site Number MA-2105-G—Den Rock Park 47 Peters Street North Andover,Massachusetts 01845 ATC Project Number 60.26358.0047(Task 1) Prepared for: Ms. Marion Hummer General Dynamics 9 Crosby Drive Bedford,Massachusetts 01730 Prepared by: ATC Associates Inc. 600 West Cummings Park,Suite 5500 Woburn,Massachusetts 01801 (781)932-9400 May 8,2006 i i i Y Genera!Dynamics Site MA-2105-G-Den Rock Park North Andover,Massachusetts May 8,2006 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY............................................................................................................................. 2 2.0 DESCRIPTION OF SITE AND PROPOSED INSTALLATION/CONSTRUCTION.............................. 5 2.1 Site Description and Current Use................................................................................................................... 5 2.2 Tower,Equipment Shelter,Elevated Storage Tank or Other Structures......................................................... 5 ! 2.3 Depth of Excavations Activities.................... ...................................... 5 ........................................................... 3.0 PHYSICAL SETTING SOURCES................................................................................................................ 6 3.1 Geology.......................................................................................................................................................... 6 3.2 Topography.................................................................................................................................................... 6 3.3 Hydrogeology.................................................................................................................................................6 3.4 Wetlands Maps............................................................................................................................................... 6 3.5 Federal Flood Insurance Maps....................................................................................................................... 6 3.6 Watercourses..................................................................................................................................................7 3.7 Endangered Species or Habitats..................................................................................................................... 7 4.0 GENERAL DYNAMICS PROVIDED INFORMATION............................................................................8 4.1 Title Records.................................................................................................................................................. 8 4.2 Prior Environmental Site Assessments........................................................................................................... 8 5.0 HISTORIC USES OF THE PARENT PARCEL/SITE AND SURROUNDING AREA........................... 9 5.1 Aerial Photographs.........................................................................................................................................9 5.2 Fire Insurance Maps....................................................................................................................................... 9 5.3 Historical Topographic Maps......................................................................................................................... 9 5.4 City Directories.............................................................................................................................................. 9 5.5 Historical Review Summary......................................................................................................................... 10 6.0 CURRENT USES OF ADJOINING PROPERTIES.................................................................................. 11 7.0 STANDARD ENVIRONMENTAL RECORDS SOURCES...................................................................... 12 8.0 INTERVIEWS AND ADDITIONAL RECORD SOURCES..................................................................... 14 8.1 Interviews..................................................................................................................................................... 14 8.2 Office of Zoning........................................................................................................................................... 14 8.3 Fire Department............................................................................................................................................ 14 8.4 Building Inspector........................................................................................................................................ 14 8.5 Health Department........................................................................................................................................ 14 8.6 Conservation Commission...............................................................................................14 9.0 SITE RECONNAISSANCE.......................................................................................................................... 15 9.1 Methodology and Limiting Conditions......................................................................................................... 15 9.2 General Site Setting...................................................................................................................................... 15 9.3 Site Reconnaissance.....................................................................................................................................15 9.4 Hazardous Substances Used or Stored On-Site............................................................................................ 15 9.5 Petroleum Products Used or Stored On-Site................................................................................................. 15 9.6 Unidentified Hazardous Materials Containers.............................................................................................. 15 9.7 Aboveground and Underground Storage Tanks............................................................................................ 15 9.8 PolychlorinatedBiphenyls(PCBs)...............................................................................................................15 9.9 Pits,Ponds,or Lagoons................................................................................................................................ 16 9.10 Stained Soil or Pavement.............................................................................................................................. 16 9.11 Stressed Vegetation...................................................................................................................................... 16 9.12 Solid Waste Disposal.................................................................................................................................... 16 9.13 Storm Water................................................................................................................................................. 16 ATC ASSOCIATES INC. PROJECT NO.:60.26358.0047(Task 1) General Dynamics Site MA-2105-G—Den Rock Park North Andover,Massachusetts May 8,2006 9.14 Waste Water.................................................................................................................................................16 9.15 Wells............................................................................................................................................................. 16 9.16 Other Conditions...................................................................................................................I...................... 16 10.0 FINDINGS AND CONCLUSIONS........................................................................................................... 18 11.0 RECOMMENDATIONS........................................................................................................................... 19 12.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS............................................................... 20 13.0 REFERENCES...........................................................................................................................................21 APPENDIX A FIGURES APPENDIX B SITE PHOTOGRAPHS APPENDIX C AERIAL PHOTOGRAPHS APPENDIX D REGULATORY DATABASE REPORT APPENDIX E OTHER SUPPORTING DOCUMENTATION APPENDIX F FILE REVIEW RESEARCH APPENDIX G QUALIFICATIONS AND LIMITATION STATEMENT i ATC ASSOCIATES INC. PROJECT NO.:60.26358.0047(Task 1) III I General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May&,2006 1.0 EXECUTIVE SUMMARY ATC Associates Inc. (ATC) has completed the Phase I Environmental Site Assessment (ESA) for the above-referenced Site pursuant to the scope and limitations of the Nextel Phase I Cell Site Scope of Work dated December 6, 2004. The purpose of this ESA was to identify any environmental conditions that may have impacted the Site. The following sections describe ATC's findings during the performance of this ESA. The following terms are used in this report: Site—the proposed or existing telecommunications compound,including both existing equipment and the equipment(i.e.,the equipment shelter,trenching,and icebridge)that is proposed. Nextel Parcel—the specific parcel of land that Nextel proposes to lease,license or purchase. Parent Parcel—the parcel of land that contains the Nextel Parcel and is considered to be adjacent for the purposes of this ESA. Brief Description of Subject Property The Site is located on portions of an approximately 6.1-acre lot developed with a church a residence multiplegarages/storage sheds and a h asphalt-paved spa paved parking and drive areas. Specifically,the Site consists of the church's steeple, the church's northeastern fagade, an approximately 240 square-foot landscaped area located on the central portion of the Parent Parcel and necessary trenches for utility lines. The Parent Parcel is currently occupied by the First United Methodist Church. According to the Town of North Andover Assessor's Office, the Parent Parcel is identified as Map 24, Block 59 and is owned by the First United Methodist Church. Brief Description of the Proposed Installation According to the plans provided by General Dynamics (East Elevation, North Elevation and Site Plan, Reliable Applied Wireless,LLC,March 21,2006),Nextel, on behalf of General Dynamics, is proposing to install a total of six (6) panel antennas, two (2) global positioning system (GPS) antennas, an approximately 240 square-foot equipment shelter, a pad-mounted generator, and associated utility lines. The six panel antennas will be mounted at an approximate height of 51 feet above ground level (agl) within the church's steeple. Proposed stealth radio frequency-transparent screen panels painted to match the existing church conditions will cover the six antennas. The two GPS antennas will be mounted on the church's steeple at an approximate height of 47 feet agl. Concealed utility lines will run from the proposed antennas to grade. The utility lines will then traverse the Parent Parcel's parking lot from southwest to northeast via underground conduit to the proposed equipment shelter to be located approximately 200 feet northeast of the church. Underground utility lines and associated conduit will also connect the equipment shelter to a utility pole located to the north of Peters Street and approximately 250 feet northwest of the proposed equipment shelter. No new access road will be constructed. ATC ASSOCIATES INC. 2 PROJECT NO.:60.26358.0047('Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 Records Review The earliest land use of the Parent Parcel, documented through a historical USGS topographic quadrangle dated 1955, appears to be residential. Based on an interview with Mr. Bob Cookson,representative of the First United Methodist Church,the Parent Parcel consisted of a residence and agricultural land prior to the construction of the church. The Parent Parcel has been occupied by the First United Methodist Church since 1968. The church was reportedly constructed in three phases between 1968 and 1993. The final stage of construction (1993) consisted of the steeple, which is associated with the proposed Site installations. Please refer to Section 8.1 for additional information regarding the interview with Mr. Cookson. Based on a review of available historic sources, the surrounding area appears to have been occupied by residences and commercial facilities from at least 1955 to present. Given the residential, agricultural and commercial use of the Site, Parent Parcel and surrounding area, the historical use of the Site area is not considered to represent an environmental concern to the Site. The Parent Parcel was not identified on the federal or state environmental regulatory databases searched for this assessment. A total of five (5) Resource Conservation and Recovery Act (RCRA)-Small Quantity Generator (SQG) listings, six (6) State Hazardous Waste Site listings, two (2) Underground Storage Tank (UST) listings, three (3)Leaking UST(LUST) listings,one (1)Dry Cleaners listing and fifteen(15)Release listings were identified on the federal and state agency databases within the specified search distances. Based on distance, presumed groundwater flow direction, current regulatory status, absence of reported violations, and/or the absence of reported releases, none of the facilities listed in the federal or state environmental regulatory databases are considered to represent a likely past, present or material threat of release to the Site. Based on review of the Interior Fish and Wildlife Service National Wetlands Inventory (NWI) Map, Site observations, and local government representative interviews, wetlands are not located on or within 300 feet of the Parent Parcel. Therefore, wetlands are not considered to be an environmental concern to the Site. Based on review of the Federal Emergency Management Agency(FEMA)Flood Insurance Rate Map, Site observations,and local government representative interviews,flood plains are not located on or within 300 feet of the Parent Parcel. Therefore,flood plains are not considered to be an environmental concern to the Site. Site Reconnaissance Lease exhibits provided by General Dynamics illustrate the power and telecommunication lines extending from the proposed antennas within the steeple to grade. The proposed antennas will be mounted within the steeple and the power and telecommunication lines will be concealed within the exterior wall of the church. Based on the construction date of the steeple portion of the church (1993), it is unlikely that asbestos-containing material(ACM) is present at the Site. However,ATC was not provided access to the steeple and was unable to observe the interior of the walls)that are involved in the proposed installations. Therefore,ACM is considered to represent an environmental concern to the Site at this time The steeple is painted with white paint,which appeared to be in good condition at the time of the Site visit. Based on the construction date of the steeple portion of the church (1993), it is unlikely that lead-based paint (LBP) is present at this portion of the Site. However, this area will be impacted during proposed installation activities. Therefore,LBP is considered an environmental concern to the Site at this time. ATC ASSOCIATES INC. 3 PROJECT NO.:60.2635 8.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 i No additional environmental concerns were visually or physically observed on the Site or adjoining properties during the Site reconnaissance. i ATC ASSOCIATES INC. 4 PROJECT NO.:60.26358.0047(Task 1) 7 General Dynamics MA-2105-GDen Rock Park North Andover,Massachusetts May 8,2006 2.0 DESCRIPTION OF SITE AND PROPOSED INSTALLATION/CONSTRUCTION 2.1 Site Description and Current Use At the request of General Dynamics, ATC performed an ESA of the Site referenced as MA-2105-G, Den Rock Park, located at 47 Peters Street in North Andover, Essex County, Massachusetts (hereinafter referred to as the "Site,"see Appendix A,Figure 1). The Site is located on portions of an approximately 6.1-acre lot developed with a residence, a church, multiple garages/storage sheds and asphalt-paved parking and drive areas. The Parent Parcel is currently occupied by the First United Methodist Church. Specifically, the Site consists of the church's steeple, the church's northeastern fagade, an approximately 240 square-foot landscaped area located on the central portion of the Parent Parcel and necessary trenches for utility lines. A Site Vicinity Map and Site Plan are included in Appendix A. According to the Town of North Andover Assessor's Office,the Parent Parcel is identified as Map 24, Block 59 and is owned by the First United Methodist Church. According to the Town of North Andover Zoning Map,the Site is zoned as General Business District. 2.2 Tower,Equipment Shelter,Elevated Storage Tank or Other Structures According to the plans provided by General Dynamics(East Elevation, North Elevation and Site Plan, Reliable Applied Wireless, LLC, March 21, 2006), Nextel, on behalf of General Dynamics, is proposing to install a total of six (6) panel antennas, two (2) GPS antennas, an approximately 240 square-foot equipment shelter, a pad-mounted generator, and associated utility lines. The six panel antennas will be mounted at an approximate height of 51 feet agl within the church's steeple. Proposed stealth radio frequency-transparent screen panels painted to match the existing church conditions will cover the six antennas. The two GPS antennas will be mounted on the church's steeple at an approximate height of 47 feet agl. Concealed utility lines will run from the proposed antennas to grade. The utility lines will then traverse the Parent Parcel's parking lot from southwest to northeast via underground conduit to the proposed equipment shelter to be located approximately 200 feet northeast of the church. Underground utility lines and associated conduit will also connect the equipment shelter to a utility pole located to the north of Peters Street and approximately 250 feet northwest of the proposed equipment shelter. No new access road will be constructed. 2.3 Depth of Excavations Activities The proposed activities at the Nextel Parcel will involve excavation activities associated with the equipment shelter foundation, the placement of the generator pad and necessary trenches for utility lines. Typically, the maximum depth of ground disturbance for equipment shelter foundations is approximately five feet below ground surface(bgs); the maximum depth of ground disturbance for the generator pad is approximately three feet bgs;and the maximum depth of ground disturbance for utility lines is approximately four feet bgs. ATC ASSOCIATES INC. 5 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 3.0 PHYSICAL SETTING SOURCES 3.1 Geology According to the Bedrock Geologic Map of Massachusetts(Zen et al. 1983),the Site and surrounding areas are underlain b rocks of the Nash b Zone y o a o e and are Silurian to Ordovician In age. The Nashoba Zone is comprised of Andover Granite, which consists of light to medium gray, foliated, medium to coarse-grained muscovite-biotite granite. Bedrock outcrops were not observed on-Site at the time of the Site reconnaissance. 3.2 Topography ATC reviewed the United States Geological Survey (USGS) 7.5 Minute Series Topographic Lawrence, Massachusetts quadrangle, dated 1987, for the elevation of the Site. Based on the USGS Lawrence,Massachusetts quadrangle,the Site is located approximately 210 feet above mean sea level. The topography of the site generally slopes to the west towards an unnamed tributary of the Shawsheen River,located approximately 3,600 feet from the Site. Please refer to Appendix A,Figure 1. 3.3 Hydrogeology Information obtained from the State Database Well Information (SDWI) database included in the Environmental Data Resources Inc. (EDR) Report indicates that no identified groundwater wells are located within one mile of the Site. Based on the topography of the Site and the surrounding area, groundwater flow is expected to travel to the west towards an unnamed tributary of the Shawsheen River, located approximately 3,600 feet from the Site. Depth to groundwater at the Site is unknown. The actual depth to groundwater and groundwater flow direction at the Site can be accurately determined only by installing groundwater monitoring wells, which was beyond the scope of this project. 3.4 Wetlands Maps A review of the U.S. Department of the Interior Fish and Wildlife Service National NWI map, Lawrence,Massachusetts,revealed no designated wetland areas on the Site;therefore,wetlands are not considered to be an environmental concern. The closest wetlands to the Site are isolated and located approximately 1,300 feet northwest of the Site. A copy of the NWI wetland map is included in Appendix E. 3.5 Federal Flood Insurance Maps A review of the FEMA Flood Insurance Rate Map (FIRM),Community Panel Number 250098 0006 C, revealed that the Site is not located within the 100-year or 500-year flood zones; therefore, flood zones are not considered to be an environmental concern. The closest flood zone to the Site is located approximately 2,500 feet northwest of the Site and is associated with the Shawsheen River. A copy of the FIRM is included in Appendix E. ATC ASSOCIATES INC. 6 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 I 3.6 Watercourses Based on Site observations, no evidence of watercourses was observed on-Site or within 300 feet of the Parent Parcel. Therefore, watercourses are not considered to be an environmental concern to the Site. 3.7 Endangered Species or Habitats A review of the Massachusetts Natural Heritage Atlas 11`h Edition dated July 1, 2003 revealed that no endangered species or habitats are located within 300 feet of the Site. Therefore, endangered species and/or habitats are not considered to be an environmental concern to the Site. ISI I ATC ASSOCIATES INC. 7 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 4.0 GENERAL DYNAMICS PROVIDED INFORMATION 4.1 Title Records General Dynamics provided no title records information. 4.2 Prior Environmental Site Assessments General Dynamics did not provide ATC with prior ESAs. ATC ASSOCIATES INC. 8 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 5.0 HISTORIC USES OF THE PARENT PARCEL/SITE AND SURROUNDING AREA 5.1 Aerial Photographs ATC requested aerial photographs of the Site area through EDR. No aerial coverage for the Site was available for review. ATC reviewed a 1995 aerial photograph available through Terraserver. The review of the 1995 aerial photograph revealed that the Site and Parent Parcel were similar in use to that which was observed during the Site visit. The review of aerial photograph did not identify past uses indicating environmental concern at the Site or surrounding area. A copy of the 1995 aerial photograph is included in Appendix C. 5.2 Fire Insurance Maps A search for fire insurance maps for the Parent Parcel and surrounding area was conducted by EDR. No fire insurance map coverage for the Site was available for review. A copy of the No Coverage Letter is included in Appendix E. 5.3 Historical Topographic Maps ATC reviewed historical USGS topographic quadrangles provided by EDR for information regarding past uses of the Site and surrounding area. Quadrangles dated 1955, 1966 and 1979 were available for review. All three maps depict a residence at the Parent Parcel. The surrounding area is depicted with gradually increasing development over time of commercial and/or residential properties. The review of historic USGS topographic quadrangle did not identify past uses indicating an environmental concern associated with the Site and surrounding area. Copies of the USGS topographic quadrangle maps are included in Appendix E. 5A City Directories Research regarding the availability of historical city directories was conducted by EDR. Directories dated 1961 to 2005 were reviewed in approximately five-year increments. The Parent Parcel address was first listed in 1972 as a residence. This use continued through 2005. The First United Methodist Church was identified at 57 Peters Street on directories dated from 1977 through 2005. The surrounding properties were occupied by commercial and residential structures on directories dated from 1961 to 2005. The review of city directories did not identify past uses indicating an environmental concern associated with the Site and surrounding area. A copy of the city directories is included in Appendix E. ATC ASSOCIATES INC. 9 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 5.5 Historical Review Summary The earliest land use of the Parent Parcel, documented through a historical USGS topographic quadrangle dated 1955, appears to be residential. Based on an interview with Mr. Bob Cookson, representative of the First United Methodist Church, the Parent Parcel consisted of a residence and agricultural land prior to the construction of the church. The Parent Parcel has been occupied by the First United Methodist Church since 1968. The church was reportedly constructed in three phases between 1968 and 1993. The final stage of construction (1993) consisted of the steeple, which is associated with the proposed Site installations. Please refer to Section 8.1 for additional information regarding the interview with Mr. Cookson. Based on a review of available historic sources, the surrounding area appears to have been occupied by residences and commercial facilities from at least 1955 to present. Given the residential, agricultural and commercial use of the Site,Parent Parcel and surrounding area, the historical use of the Site area is not considered to represent an environmental concern to the Site. i I ATC ASSOCIATES INC. 10 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 6.0 CURRENT USES OF ADJOINING PROPERTIES Properties in the immediate Site vicinity were examined from the perimeter of the Parent Parcel. The Site vicinity consists primarily of commercial and residential use. More specifically, the Parent Parcel is bordered by the following: North — The Parent Parcel is bordered to the north by commercial facilities and residences. East — The Parent Parcel is bordered to the east by residences and Peters Street,beyond which are residences. South — The Parent Parcel is bordered to the south by Peters Street,beyond which are commercial facilities. West — The Parent Parcel is bored t bordered de o the west by CVS Pharmacy, beyond which is Turnpike Y Street. Adjacent and/or nearby properties were listed on the federal and state regulatory databases reviewed during this assessment. Please refer to Section 7.0 for additional information regarding these listings. ATC ASSOCIATES INC. 11 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park Noah Andover,Massachusetts May 8,2006 7.0 STANDARD ENVIRONMENTAL RECORDS SOURCES A review of published governmental records from federal and state environmental regulatory agencies was conducted to identify use,generation,storage,treatment or disposal of hazardous substances and petroleum products, or release incidents of such materials, which may impact the Site. A search of regulatory databases was conducted b EDR of Milford Connecticut.Y cu The EDR Report is included in Appendix D. The following table summarizes the standard databases reviewed, distances searched, and the number of facility listings found within the respective search distances: EDE�tAI,AI�rD STATE DATABASES SEAItCED G IN' ULA ORY ItVIEVV FederaUState Database Distance Listvngs Found wrthrn Searched Dtaace Search United States Environmental Protection Agency(USEPA), 1 mile 0 National Priorities List(NPL) USEPA,Resource Conservation and Recovery 1 mile 0 Information System(RCRIS)— Corrective Action Facilities(CORRACTS) USEPA Comprehensive Environmental vlronmental Response, /2 mile 0 Compensation,and Liability Information System (CERCLIS) USEPA,RCRIS-for Treatment, Storage,and Disposal %2 mile 0 Facilities(TSDs) RCRIS-for Hazardous Waste Generators(large and small 1/4 mile 5 quantity generators) USEPA Facility Index System(FINDS) Site 0 USEPA,Emergency Response Notification System Site 0 (ERNS) State Hazardous Waste Sites 1 mile 6 State Landfills %2 mile 0 Underground Storage Tanks(UST) 1/4 Mile 2 Leaking Underground Storage Tanks(LUST) 1/2 mile 3 Coal Gas Sites 1 mile 0 Dry Cleaners I/4 mile I State Release Sites(Release) 1 mile 15 Federal Agency Databases The Parent Parcel was not identified on the federal environmental databases searched by EDR. A total of five (5) RCRA-Small Quantity Generators (SQGs)were identified within '/4-mile of the Parent Parcel. No violations have been reported for these RCRA-SQG listings. Based on the absence of reported violations, the five federal agency database listings are not considered to represent a likely past,present or material threat of release to the Site. ATC ASSOCIATES INC. 12 PROJECT NO.:60.2635 8,0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2W State Agency Databases The Parent Parcel was not identified on the state environmental databases searched by EDR. Six (6) SHWS listings, three (3) LUST listings, two (2) UST listings, one (1) Dry Cleaners listing and fifteen (15) Release listings were identified on the state agency databases within the specified search distances. Based on distance, presumed groundwater flow direction, absence of reported releases,and/or current regulatory status, the majority of the state agency database listings are not considered to represent a likely past, present or material threat of release on the Site. Those listings with potential to represent a likely past,present or material threat of release on the Site are summarized below. Intersection of Peters Street and Acushnet Street 25 Peters Street North Andover,Massachusetts Databases: LUST and Release Approximate Distance from the Property: 250 feet east Assumed Groundwater Gradient: Upgradient Regulatory Data Summary: A release of an unreported quantity of No. 2 fuel oil from a UST was reported to the Massachusetts Department of Environmental Protection (DEP) on September 10, 1999. The DEP subsequently assigned Release Tracking Number (RTN) 3-18733 to the release. A Class A-2 Response Action Outcome (RAO) Statement was submitted to the DEP on March 9, 2005, indicating that a permanent solution has been achieved,but contamination has not been reduced to background levels. Discussion: Based on current regulatory status, the release is not considered to represent a likely past,present or material threat of release to the Site. 203 Turnpike Street North Andover,Massachusetts Databases: SHWS and Release Approximate Distance from the Property: 800 feet south Assumed Groundwater Gradient: Crossgradient Regulatory Data Summary: A release of an unreported quantity of an unreported material was reported to the DEP on June 16, 2000. The DEP subsequently assigned RTN 3-19658 to the release. A Class A-2 RAO Statement was submitted to the DEP on June 16,2000,indicating that a permanent solution has been achieved, but contamination has not been reduced to background levels. Discussion: Based on current regulatory status and assumed groundwater flow direction, the release is not considered to represent a likely past,present or material threat of release to the Site. Orphan Sites Additional facilities were listed as "unmappable" or "orphan" sites in the EDR database report. These facilities cannot be plotted due to errors or missing information in the regulatory records. ATC reviewed the "orphan summary" in the database report and determined that none of these facilities are considered likely to represent a likely past,present or material threat of release to the Site. ATC ASSOCIATES INC. 13 PROJECT NO.:60.26358.0047(Task 1) s General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 8.0 INTERVIEWS AND ADDITIONAL RECORD SOURCES 8.1 Interviews ATC interviewed Mr. Bob Cookson, representative of the First United Methodist Church. Mr. Cookson has been associated with the Parent Parcel for approximately 25 years ands unaware of any issues that may represent an environmental concern to the proposed Site development. ATC also interviewed various Town of North Andover government representatives for information regarding ardin the Site and Parent Parcel. Information obtained during these interviews may be found in pertinent sections of this report 8.2 Office of Zoning ATC reviewed available zoning/land use records for information regarding uses of the Site. According to the Town of North Andover Zoning Map,the Site is zoned as General Business District. 8.3 Fire Department ATC requested a review of available fire department records at the Town of North Andover Fire Department, Fire Prevention Office. The Town of North Andover Fire Department, Fire Prevention Office did not report the use or storage of hazardous materials, including USTs or above-ground storage tanks(ASTs),at the Parent Parcel. 8.4 Building Inspector ATC reviewed available building department records at the Town of North Andover Building Department. Based on review of these records, the steeple portion of the church was constructed in 1993. Record of the original church construction (reportedly in 1968) was not observed. No additional environmentally pertinent files are on record for the Parent Parcel. 8.5 Health Department ATC reviewed available health department records at the Town of North Andover Health Department. No environmentally pertinent files are on record for the Parent Parcel. 8.6 Conservation Commission ATC requested a review of available records at the Town of North Andover Conservation Commission. No environmentally pertinent files are on record for the Parent Parcel. ATC ASSOCIATES INC. 14 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 9.0 SITE RECONNAISSANCE 9.1 Methodology and Limiting Conditions The Site reconnaissance consisted of a walk-through of the proposed Site and Parent Parcel (see Appendix A for a copy of the lease exhibits). As noted,the Site is located within and shares the same address as a parcel of land that is developed with a church, a residence,multiple garages/storage sheds and associated asphalt-paved parking and drive areas, which are considered adjacent to and distinct from the Site for the purposes of this assessment. A walk along the perimeter of the Parent Parcel and a walk along the immediate Site area were conducted during the Site inspection. At the time of the Site visit,the weather was approximately 60 degrees Fahrenheit and clear. 9.2 General Site Setting The Site is located on portions of an approximately 6.1-acre lot developed with a church, a residence, multiple garages/storage sheds and associated asphalt-paved parking and drive areas. Specifically,the Site consists of the church's steeple, the church's northeastern fagade, an approximately 240 square- foot landscaped area located on the central portion of the Parent Parcel and necessary trenches for utility lines. The Parent Parcel is currently occupied by the First United Methodist Church. The surrounding area is generally occupied by properties of residential and commercial use. 9.3 Site Reconnaissance The Site reconnaissance was conducted by Mr. Jason M. Roback, Project Manager of ATC, on April 18, 2006. ATC was accompanied by Mr. Bob Cookson, representative of the First United Methodist Church. The following is a summary of visual and/or physical observations of the Site and on the day of the Site visit. Photographs can be found in Appendix A. 9.4 Hazardous Substances Used or Stored On-Site ATC did not observe the use or storage of hazardous substances at the Site. 9.5 Petroleum Products Used or Stored On-Site ATC did not observe the use or storage of petroleum products used or stored on the Site. 9.6 Unidentified Hazardous Materials Containers ATC did not observe the presence of unidentified substance containers on the Site. 9.7 Aboveground and Underground Storage Tanks i I ATC did not observe evidence of ASTs or USTs at the Site. Furthermore, no ASTs or USTs were reported on the Site or at the Parent Parcel by the local fire department or by Mr.Cookson. 9.8 Polychlorinated Biphenyls(PCBs) No equipment having the potential to contain PCBs (e.g., transformers, ballasts, hydraulic systems, natural gas transmission lines,railroad right-of-ways)was observed on the Site. ATC ASSOCIATES INC. 15 PROJECT NO.:60.26358.0047(Task 1) I General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 9.9 Pits,Ponds,or Lagoons ATC did not observe evidence of waste pits,ponds or lagoons on the Site or at the Parent Parcel. 9.10 Stained Soil or Pavement ATC did not observe evidence of stained soil or pavement on the Site or at the Parent Parcel. 9.11 Stressed Vegetation ATC did not observe evidence of stressed vegetation on the Site or at the Parent Parcel. 9.12 Solid Waste Disposal i ATC did not observe evidence of the generation, storage or disposal of wastes (hazardous or non- i hazardous)on the Site. 9.13 Storm Water Based on ATC's observations, stormwater at the Parent Parcel is expected to flow toward stormwater catch basins located on paved areas of the Parent Parcel and on Peters Street. Stormwater from the Site building is expected to flow into gutters that discharge to paved areas of the Parent Parcel. Given the observed conditions,stormwater at the Parent Parcel is not considered a concern at this time. 9.14 Waste Water ATC did not observe evidence of the generation,storage or disposal of waste water on the Site. 9.15 Wells ATC did not observe evidence of wells on the Site or Parent Parcel. 9.16 Other Conditions A limited visual survey was conducted during the Site visit to evaluate the possible presence and condition of suspect asbestos-containing debris/materials and lead-containing paint, if present at the lease area. Please note that this survey addressed only areas present at the proposed Site area(s). Lease exhibits provided by General Dynamics illustrate the power and telecommunication lines extending from the proposed antennas on the steeple to grade. The proposed antennas will be mounted on the steeple and the power and telecommunication lines will be concealed within the exterior wall of the church. Based on the construction date of the steeple portion of the church(1993), it is unlikely that ACM is present at the Site. However,ATC was not provided access to the steeple and was unable to observe the interior of the wall(s) that are involved in the proposed installations. Therefore, ACM is considered to represent an environmental concern to the Site at this time. ATC recommends that an asbestos survey be conducted at the Site prior to any disturbance. The steeple is painted with white paint,which appeared to be in good condition at the time of the Site visit. Based on the construction date of the steeple portion of the church (1993), it is unlikely that lead-based paint (LBP) is present at this portion of the Site. However, this area will be impacted during proposed installation activities. Therefore,LBP is considered an environmental concern to the ATC ASSOCIATES INC. 16 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 Site at this time. ATC recommends that a LBP survey be conducted prior to any disturbance. I ATC ASSOCIATES INC. 17 PROJECT NO.:60.26358.0047(Task 1) General Dynamics MA-2105-G Den Rock Park North Andover,Massachusetts May 8,2006 10.0 FINDINGS AND CONCLUSIONS ATC has performed an ESA in conformance with the scope and limitations of the Nextel Phase I Cell Site Scope of Work of the General Dynamics,MA-2105-G —Den Rock Park Site, located at 47 Peters Street, North Andover, Essex County, Massachusetts. Any exceptions to, or deletions from, this practice are described in Appendix G of this report. The following summarizes known or suspected environmental conditions in connection with the Site based on information collected during the ESA. For each condition,ATC provides an opinion of the impact on the Site based on an evaluation of the results of record reviews, Site reconnaissance and environmental sampling issues as discussed in this report. • ACM — The proposed antennas will be mounted on the steeple and the power and telecommunication lines will be concealed within the exterior wall of the church. ATC was not provided access to the steeple and did not observe the interior of the walls that are involved in the Proposed i__ste'_l-ationS. Therefore,ACM may be present in these areas and is considered an environmental concern to the Site at this time. • LBP—The steeple is painted with white paint. This area will be impacted during proposed installation activities. LBP may be present in these areas and is considered an environmental concern to the Site at this time. ATC ASSOCIATES INC. 18 PROJECT NO.:60.26358.0047(Task 1) Technical Data Sheet �APXV86-906513-C Optimizer® Panel Dual Polarized Antenna ProductDescription Dense urban GSM 900 network optimisation. � Sia fi 5. 'g� rr i fi• r Uzi i J t tpL�_ 1 6 •Continiously adjustable electrical downtilt from 0 to 10 provides enhanced precision in cell footprint. •Quick and easy to adjust. a C •Upgradable to remote electrical tilt. •Optimized suppression lobes allows strong mechanical tilt(typically 20d13). •Effective polarization diversity ensured by high cross polar discrimination. •Possible camouflage solution on demand. Technical Features Frequency Band Cellular(824-849,869-894 MHz)Trunking/ SMR(806-824, 851-869 MHz) GSM 900/ETACS(872-915, 917-960 MHz)900 Trunking(896-901, 935-940 MHz) ,Horizontal Pattern Directional 'Antenna Type Panel Dual Polarized Electrical Down Tilt Option Variable 0 A d -` L RFS The Clear Choice TM APXV86-906513-C Print Date: 02.03.2005 a Please visit us on the internet at hftp:/AArww.rfswodd.com Radio Frequency systems �Technical Data Sheet �,APXV86-906513-C (Cont.) Optimizer@ Panel Dual Polarized Antenna Gain, dBi (dBd) 14.2(12.1) , 14.5(12.4) Frequency Range, MHz 806-870 , 870-960 Connector Type (2)7-16 DIN Female Connector Location Bottom Mount Type Downtilt Electrical Downtilt, deg 0-10 Horizontal Beamwidth, deg 65,65 Mounting Hardware APM40-2 Rated Wind Speed, km/h (mph) 160(100) VSWR < 1.4:1 Vertical Beamwidth, deg 15 , 13.5 1 st Upper Sidelobe Suppression,dB > 16, > 18 Polarization Dual pol +/-45° Front-To-Back Ratio, dB >25 Maximum Power Input, W 500 Isolation between Ports, dB >30(typ 35) Lightning protection Direct Ground 3rd Order IMP @ 2 x 43 dBm, dBc > 150 Dimensions-HxWxD, mm (in) 1350 x 330 x 130(53.15 x 13 x 5.12) Weight w/o Mtg. Hardware, kg(lb) 12 (26.4) Radiating Element Material Brass Radome Material Fiberglass Reflector Material Aluminum Max Wind Loading Area, m2(ft2) 0.45(4.81) A s` Maximum Thrust @ Rated Wind, N (Ibfl 685{154) 8 Packing Dimensions, HxWxD, mm(in) 1520 x 400 x 250(59.84 x 15.75 x 9.84) Survival Wind Speed, km/h (mph) 200(125) w a 2 8 0 RFS The Clear Choice TM APXV86-906513-C Print Date: 02.03.2005 Please visit us on the intemet at hftp://www.rfsworld.com Radio Frequency Systems �Technical Data Sheet— �APXV86-906513-C (Cont.) Optimizer® Panel Dual Polarized Antenna Vertical Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact AAppplications Engineering. You may also download the CELotot(TMl pattem reader ancj, #nna pattem data fields from our webs(te.l 120 +l���J 60 30 1 0 -30 -12 -60 Q -00 a N C Ta p� V w a a A c c. c_ c 0 a RFS The Clear Choice Tl" APXV86-906513-C Print Date: 02.03.2005 Please visit us on the internet at http://www.rfswodd.com Radio Frequency Systems Data 8• • 1 • (Cont.) w, Optimizer® Panel Dual Polarized Antenna Horizontal Pattern (This is a general representation of the antenna family pattern. For the latest detailed pattern contact Applications Engineering. You may also download the CELolottTMI oattem reader anUdnns oattem data fields from our website.) 120 60 30 3 1 0 -30 -12 -60 Q -90 0 l s a t; 8 I a. RFS The Clear Choice T'; APXV86-906513-C Print Date: 02.03.2005 Please visit us on the intemet at http:/ANww.rfswodd.com Radio Frequency Systems r„rr��es THE WALL-MOUNT''mAIR CONDITIONERS- WA (6OH27 WA-SERIES ReNgerant 22 60Hz 1.5 to 5 Ton(18,300 to 57,500 Stuh) �'' Right Side Control Panel 9 The Bard Wall-Mount Air Conditioner is a self contained energy efficient it �>•:. system which is designed to offer maximum Indoor comfort at a minimal , x cost without using valuable indoor Noor space or outside ground space. ° 4� r k;Pq This unit is the ideal product for versatilecon- struction, p applications such as: new con- struction, modular offices, school modernization, telecommunication strut- 3 tures, portable structures or correctional facilities. Factory or field installed ` - .. accessories are available to meet specific job requirements. ® CS CERTIFIED LISTED LISTED Engineered Features Aluminum Finned Copper Coils: Electrical Components: Grooved tubing and enhanced lou- Are easily accessible for routine Inspec- vered fin for maximum heat transfer tion and maintenance through a right and energy efficiency, side,service panel opening.Features a lockable, hinged access cover to the Twin Blowers: circuit breaker or pull disconnect switch. Move air quietly.Most models feature multtspeed blower motors providing Electric Heat Strips: r airflow adjustment for high and low Features an automatic remit and thermal static operation.Motor overload pro- cut-off safety control. Heater packages taction Is standard on all models. can be factory or field installed for all 1.5 through 5 ton models. Air Conditioner Compressor: One Inch, Disposable Air Filters: Reciprocating compressors are Are standardui mem. Optional one P designed for high compression ratios. �. p p Equipped with crankcase heater and Inch washable fitters available and filter dual discharge muffler. Standard on racks permit the addition of 2”pleated r 1.5-3.5 ton models. fitter. Factory or field installed. Condenser Fan and Motor Scroll Compressors are designed forl Shroud Assembly: Increased efficiency, quieter operation Slides out for easy access. and improved reliability for to life. � longer Eoonornizer Eliminates need for crankcase heater. Barometric Fresh Air Damper- Unit shown wtth optional Economizer. Standard on 4 and 5 ton,and available Standard on all units. Allows up to on 2 and 3 ton models. 250% outside fresh air. i/entilation System PaCkages Phase Rotation Monitor: BuIlt-in Circuli Breakers: All packages are °Standard - Barometric Standard on all 3 phase scroll com- Standard on all electric heat versions designed to meet your Fresh Air Damper pressors. Protects against reverse of single(230/208 volt)and three phase 230/208 volt specific ventilation rotation if power supply is not properly p ( )equipment.Pull requirements utilizing *Optional-Motorized connected.Not required on disconnects are standard on all electric f five ventilation Fresh Air Dam reciprocating compressors. heat versions of three phase(460 volt) one oper equipment, options for the product. Galvanized 20 Gauge Zinc Coated The ventilation package *Optional-Blank off Steel Cabinet: Slope Top: is mounted within the unit Piste Cleaned,rinsed,sealed and dried Standard feature for water run-off. eliminating the need for before the polyurethane primer isFutt Length Mounting Brackets an exterior mounted hood *Optional - Commercial applied.The cabinet is handsomely Built into cabinet for improved or damper assembly on Room Ventilator finished with a baked on textured enamel which Mows it to withstand appearance and easy installation, the unit. All assemblies (CRV) NOTE:Bottom mounting bracket can be factory installed, 1000 hours of salt spray exposure. Included to assist in installation. installed in the field at *Optional - Economizer Top Rain Flashing: time of installation or as Standard feature on all models, a retrofit system after *Optional- Energy Installation. Recovery Ventilator FCC WTR Radio Station Authorization Page l of 2 Federal COmmur>iCROOnS Commission Wireless Telecommunications Bureau Radio Station Authorization(Reference Copy Only) This is not an official FCC license,it is a record of public information contained in the FCC's licensing database on the date that this reference copy was generated.In cases where FCC rules require the presentation,posting,or display of an FCC license,this document may not be used in place of an official FCC license. Licensee:NEXTEL COMMUNICATIONS OF THE MiD-ATLANTIC INC DBA NEXTEL COMMUNICATIONS �-FCC Registration Number (FRN): _ 0002154086 NEXTEL COMMUNICATIONS OF THE MID-ATLANTIC INC DBA _ NEXTEL COMMUNICATIONS Call Sign: I File Number: 2001 EDMUND HALLEY DRIVE WPLM553 RESTON,VA 20191 Radio Service: YC-SMR,806-821/851-866 MHz, r Auctioned Grant Date Effective Date Expiration patePrint Date OB/17/1998 01/12/2001 0611712M8 03/0912004 - — i Market Number;BEA003 Ghannet Block:C . Sub-Market Designator. 1 ~` Market Name:Boston-Worcester-Lawrence-Lowewetl-Brockton.MA-NH-Ri-VT 1st Build-out Date 2nd Buildout Date 3rd Build-out Date 1 4th Build-out Date 06H7d2001 06117/2003 ~ � Special Conditions or Waivers/Conditions f Gonditlons """`W'" - Pursuant to Section 309(h)of the Communications Act of 1934,as amended,47 U.S.C.Section 309(h),this license is subject the lowing conditions:This license shall not vest in the licensee any right to operate the station nor any right �. he frequencies designated in the license beyond the term thereof nor in any other manner than authorized E herein.Neither the license nor the right granted thereunder shall be assigned or otherwise transferred M violation of the I Communications Act of 1934,as amended.See 47 U.S.G.Section 310(d).Thts'license is subject in terms to the right of use or control conferred by Section 706 of the Communications Act of 1934,as amended.See 47 U.S.C,Section 706. !A graphical representation of the geographic area authorized to this call sign may be generated by selecting'Ucense i Search'at the following web address:ip f/wwrw,fcc go_v..lwthluls(. FCC 601 MB September 2002 i�rtn /hvirplPce� fry anv/;?1.cA»»fi'icR�ar�h1»rinrAi►th markPY irnhlirtTCP.v�7g16 to n N 1 TM NEXTEL NEXTEL COMMUNICATIONS, INC. 9 Crosby Drive Bedford, MA 01730 Tel: (617) 839-6000 Fox: (617) 839-5977 NE)(TEL GENERAL DYNAMICS Wireless Services 077 "A" Street Needham Heights. MA 02494-2806 (781 Phone: (781) 449-2000 NEXTEL COMMUNICATIONS Ole THE MID—A TLA N TI C, INC. Fax: (781) 455-2865{ BAY STATE DESIGN 0 MA-2105G w _ * Bay State Design ASSOC totes, Inc. DEN ROCK PARK Architects . 018Engineers 70 Tower Office Park NEXTEL SITE NAME: Phone: MA 932- Phone: 787-932-2467 Fax: 781-932-9771 NORTH ANDOVER MA �PPYTigM® Bay Sola Design n oda0. mc. cas PT aP�,aaT a.aa,Rg aalat LOCATION. ' PROJECT NO: 2567.235 DRAWN BY: 77 PT PROJECT SUMMARY VICINITY 'MAP ® NO SCALE SHEET INDEX ICHECKED BY: NR SITE NUMBER: MA-2105G }; CAD FILE: T1.DWG € TT -! SHT. DESCRIPTION REV. SITE NAME: DEN ROCK PARK �y�v 'rte :r \ N°. N°. SUBMITTALS SITE ADDRESS: 57 PETERS STREET NORTH ANDOVER, MA 01845 ` e �z"� s\ 3h T-1 TITLE SHEET 0 PROPERTY OWNER: FIRST UNITED METHODIST CHURCHE� ''\ ! m 57 PETERS STREET `ti '•.� A-1 SITE PLAN. 0 NORTH ANDOVER, MA 01845 41, %.✓ :v`� ` APPLICANT: NEXTEL COMMUNICATIONS OF `• - 0 07/25/06 ISSUED FOR ZONING tiS F_ A 07/21/06 ISSUED FOR REVIEW THE MID-ATLANTIC, INC. �' „ A-2 ELEVATION 0 9 CROSBY DRIVE :,\ THE INFORMATION CONTAINED IN THIS BEDFORD, MA 01730 ! SET OF DOCUMENTS IS PROPRIETARY A-3 SHELTER DETAILS 0 BY NATURE. ANY USE OR DISCLOSURE CONTACT: PAUL CARLOTTO - '`\ OTHER THAN THAT WHICH NEXTEL COMMUNICATIONS OF RELATES TO HE TRUSTEE MID-ATLANTIC, INC. IS STRICTLY A-4 DETAILS Q PROHIBITED. IF THIS DRAWING IS NOT «a \ ! 24"x36", IT IS NOT TO SCALE. GOVERNING CODE: MASSACHUSETTS STATE BUILDING CODE ! a# LATITUDE: N 42' 40' 33.42" are seat LONGITUDE: W 71' 07' 39.00" � t ELEVATION: 190.0'± AMSL '_R DEED BK./PG.: 1125/176Y vym or MAP/LOT: 24/59 �i1L ST \ - - } F +��cKsoN r a NO No. NMD L ZONING DISTRICT: 64 t�k 3 q \ E, Cr 9O"O,aitP4�<C I . APPROVALS DO NOT SCALE DRAWINGS ;.,,. \i rt, " ,�� O.E CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND „E.TELAR ENG—R P.E SITE SHALL IMMEDIATELY NOTIFY THE NEXTEL REPRESENTATIVE IN _ '-?;. ' �, O;S f MA-2105C WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME- DEN ROCK PARK 57 PETERS STREET PROJECT DESCRIPTION DRIVING DIRE TIONS NORTH ANDOVER, MA 01845 NENTEL hEID OPERATIONS OnTE THE PROJECT CONSISTS OF THE CONSTRUCTION OF A DIG SAFE SHEET TITLE FROM THE NEXTEL BEDFORD OFFICE: cATE � �„ERk 11'-6"x20'-O" (10-6” HIGH) EQUIPMENT SHELTER ON THE MERGE ONTO US-3 N TOWARD BILLERICA / LOW'-LKEEP RIGHT TO TAKE 3 WORKING DAYS GROUND. THERE WILL BE 6 NEW ANTENNAS 2 PER SECTOR, LOWELL CONN N VIA EXIT 30 A-B TOWARD 1-495 N / LAWRENCE. MERGE ONTO TITLE SHEET MOUNTED INSIDE THE CHURCH STEEPLE, WITH ANTENNA 1-495 N VIA EXIT 30A-8 TOWARD LAWRENCE: TAKE THE RT-114 E EXIT- EXIT \O 10\ XNERAE CENTERLINES OF 51-0". THERE WILL BE 1-5/8"0 COAX 42A- TOWARD MIDDLETON. MERGE ONTO MA-114 / SALEM TURNPIKE. TURN LEFT BEFORE YOU DIG CABLES CONNECTING THE ANTENNAS TO THE EQUIPMENT ONTO PETERS ST. END AT 57 PETERS ST NORTH ANDOVER, MA. GENERAL cYN S WTE SHELTER. THE COAX CABLES WILL RUN UNDERGROUND TO GI CO g ON SHEET NUMBER CALL TOLL FREE 888—DIG—SAFE ,„E,�P ES 1„EREe,.PP,�E wD—T T„E=E THE CHURCH AND IN VERTICAL CABLE TRAYS TO EACH SECTOR. —1 - E �E cP CTOR TO P—EEo M„_T„�O„=TR—o �P„ERo„.— T- 1 oR E.T „ ERR aR UNDERGROUND SERVICE ALERT uoonu aNs RE .INPosE. NEXTEL .w NEXTEL COMMUNICATIONS, INC. 9 Crosby Drive �-� Bedford, MA 01730 (E) TREES X\ Tel: (617) 839-6000 Fox: (617) 839-5911 -<—x—x—x—x /x —x GENERAL a DYNAMICS 0z Wireless Services ``✓J GRASS F 77 dh Street •a`� (P) NEXTEL Needham Heights. MA c is-o (E) SIDEWALK xz6-o S 02494-2806 LEASE AREA Phone: (781) 449-2000 Fax: (781) 455-2865 REC PTACLETOR �rr (E) CHURCH—� Cr( A 1� BAY STATE (EJ 1' ARAN HANDH LE T. L L. (P) U/G S .) (P) NEXTEL DESIGN /// (E) V CATCH BASIN COAX ROUTE A_q L'"J l 11'-6x20'-0' 1 VERTICALCARLETRAY �'J1 EQUIPMENT SHELTEROg(p) (PAINTED TO MATCH EXISTING) I � W (E) GARAGE Bay State Design CC J l�)� I I Associates, Inc. J I I Architects • Engineers _ I (E) STEEPLE� �/ I 70 Tower Office Pork (E) STEPS @,I Woburn, MA 01801 Phone: 781-932-2467 Fax: 781-932-9771 coornynt o 8.y sloe. i..tg.a ,I(E) HEAVY PROJECT NO: 2BRUSH(E) SHE DRAWN BY: PT (E) RAMP (E) BUILDING (E) PARKING LOTJ I CHECKED BY: NR II CAD FILE: A1.DWG I I (E) HEAVY I SUBMITTALS BRUSH (E) CHURCH--/ I — I I I I 1 0 07/25/06 ISSUED FOR ZONING I A 07/21/06 ISSUED FOR REVIEW ��(/r^ THE INFORMATION CONTAINED IN THIS d \ l l SET OF DOCUMENTS IS PROPRIETARY V 1111 ( BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO NEXTEL COMMUNICATIONS OF THE 93'-4"± `` /Y "L c MID-ATLANTIC, INC. IS STRICTLY / �`J i PROHIBITED. IFTHIS DRAWING IS NOT 24"X36", IT IS NOT TO SCALE. PWER&TELCO A64 A&E SEAL � I JACKSON ,/ )) I s Ne.27327. t✓l.� �L�� �. �,) 1 $oe��PslE P E T E R S S T R E E T - --/a``�' (P) unurr POLE SITE MA-2105G DEN ROCK PARK \--(E) UTILITY POLE 57 PETERS STREET MECO #1591 NORTH ANDOVER, MA 01845 #123/5 SHEET TITLE ROOF PLAN ROOF PLAN SHEET NUMBER SCALE: 11115'=I-O" I (E)-EXISTING (F)-FUTURE (P)-PROPOSED i � u NEXTEL n NEXTEL COMMUNICATIONS, INC. 9 Crosby Drive Bedford, MA 01730 Tel: (677) 839-6000 Fax: (677) 839-5917 GENERAL DYNAMICS Wireless Services 077 "A" Street Needham Heights, MA N 02494-2806 (781 Phone: (781) 449-2000 Fax: (781) 455-2865 TOP OF E STEEPLE EL=6O— 3 (AC') BAY STATE EL=257.0'* (AMSC) TO STEEPLE TO BE REMOVED DESIGN AND REPLACED 0 Bay State Design (P) NEXTEL ANTENNAS(2 PER Associates, Inc. Architects • En SECTOR,TOTAL OF 6) MOUNTED gin BEHIND (P)STEALTH SCREPark A_4 70 Tower Office Park ,. PANELS (PAINTED TO MATCH Woburn, MA 01841 Q.OF P NEXTEL ANTENNAS EXISTING) Phone: 781-932-2467 EL=51'- t AGL 2 Fox: 781-932-9771 EL=241.0'3 (AMSC) (P) NEXTEL GPS ANTENNA C.nr�ghf a ear SI.,.o.,,A.«�fes.1 . (TYP. OF 2) (AD -4 (A,.f a esl a w.q d.ce)�� (P) NEXTEL FUTURE ANTENNAS F77 NO: -2567.235 n n PER SECTOR,TOTAL 6) MOUNTED BEHIND (P) STEALTH A_4 SCREEN PANELS (PAINTED TO DRAWN BY: PT �f MATCH EXISTING) a TOP OF E ROOF CHECKED BY: NR * EL=40'-0* AGL c EL=230.0'2 (AMSC) (P) COAX ROUTE (INSIDE CHURCH) CAD FILE: A2.DWG (E) CHURCH SUBMITTALS 5 ' I N O o I 0 07/25/06 ISSUED FOR ZONING zd I A 07/21/06 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY Z v BY NATURE.ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO LLO I MID—ATLANTIC.TLEL COMMUNICATIONS ISSTRICTLY PROHIBITED. IF THIS DRAWING IS NOT 24"X36", IT IS NOT TO SCALE. A&E SEAL jN AOUl 1 JOA� POfaTCp$ �4q ----IF]ii� 1--J-11_LL----- I I I I I I -LLLLLLLL Cary` GROUND LEVEL EL=O'-0 2 AGL) EL=190.0'3 (AMSC) (P) NEXTEL VERTICAL 4 GABLE TRAY SITE (PAINTED TO MATCH EXISTING) A-4 MA-21 05G DEN ROCK PARK 57 PETERS STREET NORTH ANDOVER, MA 01845 ELEVATION SCALE:3/16"=1-0" l SHEET TITLE ELEVATION SHEET NUMBER (E)-EXISTING (F)-FUTURE A-2 (P)-PROPOSED L NEXTEL I.B A-3 NEXTEL COMMUNICATIONS, INC. 20_0^ 9 Crosby Drive Bedford, MA 01730 Tel: (617) 276-3000 20'-4" ® GENERAL HVAC �l DYNAMICS bi WAVEGUIDE PORT LV Wireless Services 77 "A' Street Needham Heights, MA 02494-2806 (781 GENERATOR Phone: (781) 449-2000 RECEPTACLE Fax: (781) 455-2865 BAY STATE 3'_4'. POWER ENTRY - _ 4" TELCO ENTRY \ � Bay State Design HVAC Associates, Inc. TELCO GND EXIT ® #2 Architects Engineers 70oe MOffice Pork Tn Phone: 781-932-2467 Fax: 781-932-9771 Copyi,gnt® Boy Stale D-g.Asz000t In (Aa of mdiesf drawing date)c EXTERIOR WALL 2 SEE NOTE 4 A_3 PROJECT NO: 2567.235 DRAWN BY: PT EQUIPMENT ROOM CHECKED BY: NR FRONT ELEVATION FLOOR PLAN SCALE: 1/2"=7'-07 SCALE: 1/2'•=1'-0" CAD FILE: A3.DWG SUBMITTALS 0 07/25/06 ISSUED FOR ZONING A 07/21/06 ISSUED FOR REVIEW THE INFORMATION CONTAINED IN THIS ,. SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE O O OTHER THAN THAT WHICH RELATES TO OO NEXTEL COMMUNICATIONS OF THE MID-ATLANTIC, INC. IS STRICTLY PROHIBITED. IF THIS DRAWING IS NOT 24"X36•, IT IS NOT TO SCALE. AAE SEAL Oo 3-O^ _- =--_ � EXTERIOR LIGHTRO =- OF �a aJACK .. A.2 12 � N4.27.32),>.. o,sTGP�etC XAL L GENERATOR RECEPTACLE SITE I J LJ MA-2105G DEN ROCK PARK ELEVATION ELEVATION �n1 ELEVATION 57 PETERS STREET SCALE: 1/2"=1'-0" `t 3 NORTH ANDOVER, MA 01845 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" NOTES: SHEET TITLE 1. COORDINATE SHELTER DETAILS WITH THE SHELTER MANUFACTURER'S DRAWINGS. SHELTER DETAILS 2. COLOR SHALL MATCH EXISTING COLOR OF OTHER SHELTERS ON SITE AND SHALL BE APPROVED BY NEXTEL 3. SHELTERDIMENSIONS ARE 11'-6"x20'-0"x10•-6•'. THE SHEET NUMBER VOLUMETRIC VALUE OF THE SHELTER IS 2415 CUBIC FEET. 4. SHELTER TO SIT ON EITHER A PAD OR PIER FOUNDATION, A-3 TO BE DETERMINED AT TIME OF CONSTRUCTION. NEXTEL w NEXTEL COMMUNICATIONS, INC. 9 Crosby Drive Bedford, MA 01730 Tel: (6 17) 839-6000 Fax: (617) 839-5911 36" I GENERAL DYNAMICS Wireless Services s 11/32" 0 77 „A„ Street o= Needham Heights, MA NBCrEL 02494.2806 MATCH TO EXISTING Phone: (781) 449-2000 NEW ENGLAND DOWN TILT BRACKET Fax: (781) 455-2865 WARNING TAPE BAY STATE COMPACTED BACKFILL WIRELESS COMMUNICATION FACT % ANTENNA p� w uTY I��i DESIGN .. EXCAVATED MATERIAL MAY BE N WHITE PLASTIC SIGN NEXTEL E USED FOR BACKFILL. REMOVE ANY LARGE ROCKS PRIOR. I — INTERIOR COLOR BLACK IN Co P IN CASE OF EMERGENCY. NEXTEL TO BE O O CALL (800) 867-9980 ALL TEXT COLOR BE I T 6' SCH 40 PVC COAX m W CONDUIT (6 PLACES) 1 t/2" Bay State Design Ass m SITE - TYP. Architects • Engineers O O O ° 7/32'0 HOLE. 70 Tower Office Park SAND � (TYPxq) Woburn, MA 01801 Phone: 781-932-2467 t t t/2" Fax: 781-932-9771 copyright 0 Bay State Benign Asa«safes,In 1-0" (Aa o/a <st E.awing dote)e 6" 12" 12" 6" � NOTE: PROJECT NO: 2567.235 I I. CONTRACTOR TO INSTALL NEXTEL SIGNAGE ON EXTERIOR OF SHELTER DOOR. PIPE MOUNTED U/G COAX DETAIL FACILITY SIGN 7 ANTENNA DETAIL DRAWN BY: PT SCALE: N.T.S. SCALE:N.T.S. `�j SCALE: N.T.S. CHECKED BY: NR CAD FILE: A4.DWG SUBMITTALS #6 GREEN STRANDED COPPER WITH2-HOLE LUG BONDING JUMPER Z GPS ANTENNA AND L-SHAPED i MOUNTING BRACKET SUPPLIED 0 07/25/06 ISSUED FOR ZONING BY NEXTEL A 07/21/06 ISSUED FOR REVIEW SPLICE PLATE THE INFORMATION CONTAINED IN THIS VARIES KEEP REFLECTING SET OF DOCUMENTS IS PROPRIETARY MATCH TO EXISTING OR FINISH TO OBJECTS BELOW 10' J BY NATURE. ANY USE OR DISCLOSURE PROPOSED GRADES (SEE PLAN) ONE%TEL COMMUNICATHER THAN THAT TIONS OF HICH RELATES TO PRE-GALVANIZED TOP OF PARAPET MID-ATLANTIC, INC. IS STRICTLY STEEL MEDIUM DUTY PROHIBITED. IF THIS DRAWING IS NOT CABLE TRAY WITH 24"%36 IT IS NOT TO SCALE. I 9" RUNG SPACING WEATHER PROOFED AREA A&E SEAL 0 WARNING TAPE A} COAX (ATTACH INSANDTATIE BACCKLL NL KTEERIOR IT ON 2 COAX UIN STRUTPE TUPRTO w COAX TO CABLE av CLEAN COMPACTED BACKFILL TRAY WITH CABLE ANTENNA GROUSTEM WITH 1 3/16" OD(30MM OD) z TIES, 6' O.C.) H6 STRANDED R WIRE IF GROUND GPS MOUNTING OVER 25'-U' 6" MIN. TYP qN OF E STRUCTURE BACK TO �J1' O EXTERIOR GROUND SYSTEM RONALD B, k, UNDERGROUND CONDUITS W/ N6 STRANDED GREEN JACKSON ^'+ - 1/2" HEUA% AND DOUBLE LUGS (TYP.) DESIGNATION SIZE. IN. $ Ne.27.127 /-18 GA STEEL COVER. ELECTRIC % FASTEN TO CABLE TRAY er�f oeW COMMUNICATIONS X PER MANUFACTURER'S SPECIFICATIONS. 1/2"0 U-BOLT UNISTRUT BOLTED -_— TO (E) PARAPET WALL NUMBER OF WIDTH OF LOADING DEPTH SEAL WEATHERTIGHT COAXIAL CABLES CABLE TRAY OF CABLE TRAY ® PENETRATION PVC (TYPE DB) 12" MIN. NOTE. ELECTRIC CONDUIT PVC (TYPE DB) COMMUNICATION 12 P4" 4^ EXACT LOCATION TO BE FIELD COORDINATED (TELEPHONE, F/0) CONDUIT WITH WITH NEXTEL CONSTRUCTION MANAGER. SITE 200 LB MIN. TENSILE STRENGTH 8 18" 4" PULL TAPE. TELEPHONE COMPANY WILL SUPPLY AND INSTALL 4 12" 4" MA-2105G TELEPHONE LINES. DEN ROCK PARK 57 PETERS STREET U/G POWER/TELCO DETAIL VERTICAL CABLE TRAY DETAIL_(:D GPS ANTENNA DETAIL �1 NORTH ANDOVER, MA 01845 SCALE: N.T.S. SCALE: N.T.S. SCALE: NT.S. L SHEET TITLE DETAILS SHEET NUMBER A-4